PV IN BUILDINGS FOR MALAYSIA-PROTOTYPE SOLAR HOUSE
TRW Spec 204654 清洁度要求
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN MILLIMETERS ED TERS1.SCOPE (4)1.1S COPE (4)1.2P URPOSE (4)1.3O BJECTIVE (4)1.4P RODUCT C LASSES (4)1.4.1Class 1: Commercial Grade Electronic Products (4)1.4.2Class 2: General Automotive Electronic Products (4)1.4.3Class 3: Automotive Electronic Safety Products (4)1.5R ECOMMENDED S TANDARD N OTES (5)1.5.1Cleanliness per 204654 class <1,2,3>. (5)1.5.2Optional note modifiers <Wipe Test Required>, <Particulate Test Required>. (5)2.APPLICABLE DOCUMENTS (5)2.1TRW S PECIFICATIONS AND S TANDARDS (5)2.2I NDUSTRIAL S TANDARDS (5)2.3P RECEDENCE OF DOCUMENTS (5)Purchase Order (5)Procurement documents that reference this specification (5)This specification (5)Documents referenced herein (5)3.REQUIREMENTS (5)3.1G ENERAL R EQUIREMENTS (5)3.1.1Non-ionic Surface Contaminates and Particulates (5)3.1.2Ionic Surface Contaminates (5)3.1.3Ionic Ingredients / Contaminates (6)3.2T EST M ETHODS (6)3.2.1Non-ionic test method (6)3.2.1.1Wipe Test Method – Non particulate type contaminants. ( i.e. Oil, Grease, Flux, etc) (6)3.2.1.1.1Standard Viewing Conditions (6)3.2.1.1.2Acceptance Criteria (6)3.2.1.2Particle Contaminants Test Method (6)3.2.1.2.1Acceptance Criteria (7)3.2.2Ionic Test Method (7)3.2.2.1Ion Chromatography (7)3.2.2.2Alternative Test Method (7)3.2.3Test Specimen Definition (7)3.2.3.1Prototype or Production Printed Circuit Board (7)3.2.3.2Printed Circuit Board Mounted Electronic Component (7)3.2.3.3Electro-mechanical Component (8)3.2.3.4Mechanical Components (8)4.QUALIFICATION AND PROCESS MONITOR REQUIREMENTS (8)4.1I NITIAL Q UALIFICATION (8)4.2P ERIODIC C LEANLINESS T ESTING (8)4.2.1MSA Analysis (8)4.3P ROCESS C ONTROL (8)4.3.1Baseline Subtraction Correction (Class 1 and Class 2) (8)5.SUPPLIER REPORTING AND PACKAGING (9)5.1R EPORTING R EQUIREMENTS (9)5.2P ACKAGING R EQUIREMENTS (9)6.NOTES (9)6.1C LEANLINESS FACTORS (9)6.2E LECTROMECHANICAL C OMPONENTS (9)6.3M ETHANE S ULFONIC A CID (MSA) (9)7.ALTERNATIVE TEST METHODS (11)7.1A LPHA O MEGAMETER 600SMD (11)7.1.1Test Apparatus and Materials (11)7.1.1.1Automated Resistivity of Solvent Extract Tester (11)7.1.1.1.1Approved Tester (11)7.1.1.1.2Tester Tools and Materials (11)7.1.1.1.3Extract solution (11)7.1.1.2Test Procedure (11)7.1.1.2.1Set-up (11)7.1.1.2.2Measurement – Static ROSE Tester Method (11)7.2A LPHA I ONOGRAPH 500 (12)7.2.1Test Apparatus and Materials (12)7.2.1.1Automated Resistivity of Solvent Extract Tester (12)7.2.1.1.1Approved Tester (12)7.2.1.1.2Tester Tools and Materials (12)7.2.1.1.3Extract solution (12)7.2.1.2Test Procedure (12)7.2.1.2.1Set-up (12)7.2.1.2.2Measurement – Dynamic ROSE Tester Method (12)7.3T REK/W ESTEK ICOM5000 (13)7.3.1Test Apparatus and Materials (13)7.3.1.1Automated Resistivity of Solvent Extract Tester (13)7.3.1.1.1Approved Tester (13)7.3.1.1.2Tester Tools and Materials (13)7.3.1.1.3Extract solution (13)7.3.1.2Test Procedure (13)7.3.1.2.1Set-up (13)7.3.1.2.2Measurement –Static ROSE Tester Method (13)1. SCOPE1.1 ScopeThis general specification sets forth TRW qualification and continuing cleanliness requirements forPrinted Circuit Boards, Electronic Components, Mounting Brackets, Cases and Housings. All Printed Circuit Boards, Electronic Components, Mounting Brackets, Cases and Housings regardless of end use or development stage which reference this specification shall meet these requirements withoutexception.This cleanliness specification pertains to three types of contaminates:Ionic –Salts and other materials that cause or promote electromigration orcorrosion.Non-ionic –Surface contaminates such as oils, detergents, surfactants or polyglycols thatattract moisture or act as insulators, inhibiting functionality of the componentor of its end use module.Particulates -- Solid particles of material that inhibit or restrict the functionality of thecomponent or its end use module1.2 PurposeDetermination of cleanliness may be made at the time of manufacture, at the receipt of thecomponents by TRW or prior to assembly and soldering. The application of this specification isintended to be in conjunction with detailed documents such as master drawings or parts list, outline drawings, artwork, etc. to define the cleanliness measurement method, cleanliness requirements for components and printed circuit boards from which electronic modules are assembled. The supplier must demonstrate process and quality control systems sufficient to assure continuing conformance to these standards.1.3 ObjectiveThe cleanliness determination is made to verify that printed circuit board, electronic components,mounting brackets and housings fabrication processes and subsequent handling and storage havehad no adverse effect on the ability of the end product module to survive environmental extremes of temperature and humidity. This specification identifies TRW cleanliness measurement methods,cleanliness requirements and inspection/reporting frequency.1.4 Product ClassesThe level of ionic cleanliness desired for the component shall be grouped into one of three classes as defined herein. The individual component document shall identify the particular level or class desired.When not otherwise noted on the individual drawing, Class 1 will be the default requirement.Individual printed circuit boards, electronic components, housings, molded components, and diecastings that have end-use requirements that necessitate a different level of performance will bespecified as either Class 2 or Class 3 on the individual component drawing.1.4.1 Class 1: Commercial Grade Electronic ProductsTypically specified for general automotive electronic products without safety reliabilityrequirements.1.4.2 Class 2: General Automotive Electronic ProductsTypically specified for aqueous clean safety products, and no-clean security and accessproducts.1.4.3 Class 3: Automotive Electronic Safety ProductsSpecified for high reliability automotive safety electronics products.1.5 Recommended Standard Notes1.5.1 Cleanliness per 204654 class <1,2,3>.1.5.2 Optional note modifiers <Wipe Test Required>, <Particulate Test Required>.2. APPLICABLE DOCUMENTSThe following documents of issue in effect on the date of invitation for bids form a part of thisspecification to the extent specified herein. Unless otherwise noted in this document or on specific drawings, the following reference documents shall apply.2.1 TRW Specifications and StandardsTRW AUTOMOTIVE GLOBAL SUPPLIER QUALITY MANUAL2.2 Industrial StandardsIPC-TM-650 TEST METHODS MANUALMethod 2.3.25 Detection and Measurement of Ionizable Surface ContaminantsMethod 2.3.26 Ionizable Detection of Surface Contaminants (Dynamic Method)Method 2.3.26.1 Ionizable Detection of Surface Contaminants (Static Method)Method 2.3.28 Ion Chromatography2.3 Precedence of documentsIn the event of a conflict between documents, the descending order of precedence shall be asfollows:Purchase OrderProcurement documents that reference this specificationThis specificationDocuments referenced herein3. REQUIREMENTS3.1 General RequirementsPrinted Circuit Boards, electronic components, mounting brackets, cases, housings and any othercomponent or item that requires conformance to this document shall be free of contaminants asspecified herein. All classes of components shall be capable of meeting the non-ionic cleanlinessrequirements. For ionic requirements, Printed Circuit Boards, electronic components, mountingbrackets, cases, housings and any other component shall meet the requirements specified hereinbased upon their specified product class and component type.3.1.1 Non-ionic Surface Contaminates and ParticulatesUnless otherwise specified, items (as observed without the assistance of magnification) shall befree of visible oil, grease, flux, slag, trash, scale, metal particles, plastic particles, hair, dirt or anyother material or substance not intended to be part of the specified item.Items shall be free of polyglycol (unless intended to be part of the specified item).3.1.2 Ionic Surface ContaminatesUnless otherwise specified, ionic contaminants shall not exceed the maximum limit specified inTable I and Table II herein for the type of component and the class specified.3.1.3 Ionic Ingredients / ContaminatesThe following materials are prohibited for use as polymer component ingredients or surfacefinishes for all classes of parts and PCB’s.Potassium IodideCopper Iodide3.2 Test Methods3.2.1 Non-ionic test methodUnless otherwise approved by TRW, inspection of the component or item for non-ioniccontamination shall be performed using following test procedures. Testing shall be performedwhen requested by TRW for all component types and classes.3.2.1.1 Wipe Test Method – Non particulate type contaminants. ( i.e. Oil, Grease, Flux, etc)Wipe the test specimen with a clean, lint free, white cotton cloth or commercial paper wipeproduct moistened (but not saturated) with a high purity alcohol. After performing thisinspection, repeat this process (on a different test sample) with a black cloth to disclosecontamination that may not be visible on the white cloth.3.2.1.1.1 Standard Viewing ConditionsThe wipe test shall be performed under a lighting level of at least 200-foot candles on thesurface to be inspected. Visual inspection shall be supplemented with any aids necessary toproperly examine inaccessible or difficult to see surfaces. Lights shall be positioned toprevent glare on the surface to be inspected. Unless otherwise specified, visual inspection ofthe wipe or cloth is to be with the unaided eye, corrected for 20/20 vision (no magnification).In the event of dispute, a magnification, not to exceed 10X, shall be used.3.2.1.1.2 Acceptance CriteriaCleanliness shall be defined as the absence of noticeable contamination wiped onto the wipeor cloth. The presence of a smudge on the wipe or cloth shall be considered as evidence ofcontamination and it is rejectable.3.2.1.2 Particle Contaminants Test Method1) Minimum three samples per test.2) Testing must be carried out in a suitably clean environment.3) Pour isopropyl alcohol, de-ionized distilled water, or Petroferm Save OZ 6000 (a 50/50mix of de-ionized distilled water and isopropyl alcohol may be used) in a clean container.Fully submerge each test samples in the fluid for 10 seconds then remove samples fromthe container.4) The fluid shall be clean and previously filtered through a 5 micron max. filter.5) The volume of fluid and container used per test to be adequate to submerge each testsamples.6) If a rinse fluid other than isopropyl alcohol is used for this test, the tested componentsshall not be used in production.7) Filter the rinse fluid from the previous step through a 15 micron max. filter paper.8) Examine the filter under a stereo microscope equipped with a scaling objective at suitablemagnification.9) A particle counter may be used for component flushing and particle size determination asan alternative to the above procedure provided that the component rinse fluid is passedthrough a 15 micron max. filter paper after particle counting is complete. The filter papershould be filed along with the test results.3.2.1.2.1 Acceptance CriteriaThe 3 largest individual particles must not exceed 300 microns (0.012”) as m easured in adiagonal direction. All other remaining particles must not exceed 200 microns (0.008”) asmeasured in a diagonal direction.Fibers (Particles ≤ 100 microns in width and measure 60 times greater in length than in widthare considered fibers) less than 50 microns in width, which are identified as plastic,cardboard or metal are not allowed.3.2.2 Ionic Test MethodThe preferred inspection method for detection of ionic contamination is in accordance with ionchromatography per IPC-TM-650, method 2.3.38. For Class 3 components or items, ionchromatography is mandatory where specified in Table I and Table II herein. For Class 1 orClass 2 components or items, the alternate test methods defined in section 3.2.2.2 herein may beused. However, ion chromatography shall be used as the referee method in the event ofdisagreement or dispute.3.2.2.1 Ion ChromatographyComponents inspected using ion chromatography techniques shall be performed in alaboratory capable of performing ion chromatography testing. Laboratory capability may bedemonstrated through laboratory certification or other method approved by TRW.3.2.2.2 Alternative Test MethodThe preferred method of inspection for the detection of ionic contamination is in accordancewith ion chromatography per IPC-TM-650, method 2.3.38. However, for Class I and Class IIcomponents the alternative test methods as specified in section 7.0 may be used providedacceptable correlation between those methods and the ion chromatography method can bedemonstrated by the supplier. Use of these methods requires TRW permission so thatcorrelation can be verified.3.2.3 Test Specimen DefinitionAn acceptable test specimen is any printed circuit board, assembly or component that isrepresentative of production material. Test samples shall be chosen at random and shall not besubjected to any special or additional cleaning or handling precautions above and beyond thatwhich production material will receive. Test samples shall be of sufficient area and quantity toaccommodate the measurement methods as specified herein. Physical surface area of the testspecimen needs to be determined and shall be determined through actual measurement orderived through CAD data.As example, PCB area will be calculated by multiplying the PCB length by the width by thenumber of sides. The following example illustrates the calculation. A PCB panel with one ormore individual circuits measures 23.1 centimeters in length and measures 12.5 centimeterswide. As typical of most PCB’s it has two sides. The area would equal: 23.1 X 12.5 X 2 = 577.5square centimeters.3.2.3.1 Prototype or Production Printed Circuit BoardTest samples shall be selected from the PPAP sample submission, Design Verification,Product Validation or production lot. Solder mask changes are included in this category.3.2.3.2 Printed Circuit Board Mounted Electronic ComponentTest samples shall be selected from the PPAP sample submission, Design Verification,Product Validation or production lot.3.2.3.3 Electro-mechanical ComponentTest samples shall be selected from the PPAP sample submission, Design Verification,Product Validation or production lot.3.2.3.4 Mechanical ComponentsTest samples shall be selected from the PPAP sample submission, Design Verification,Product Validation or production lot. Mechanical components, which are in physical contactwith electronic assemblies, shall meet the same cleanliness requirements as other electroniccomponents within the specific assembly since they are frequently the source of dendritecausing ionic contaminants.4. QUALIFICATION AND PROCESS MONITOR REQUIREMENTSTRW intends to purchase only those materials that pass the requirements defined in Section 3.1herein. The tests in Tables I and II are the basis for product qualification and periodic monitoring ofmanufacturing process stability. Failure of the material to meet the requirements for qualification or periodic testing set forth herein shall be grounds for denial of approval, or may result in the return of nonconforming material for replacement or screening and may lead to loss of approval.4.1 Initial QualificationFor initial qualification, the supplier shall subject the minimum number of test samples to the type of testing specified in Table I herein. For ion chromatography test of small components, it isrecommended that a sufficient number of samples be used (the target surface area should be about 30-40 cm2), see section 3.2.3 herein. No production intent material shall be delivered until therequired testing has been successfully completed. Where failures occur, changes to the supplier’sprocess will be allowed provided such changes do not degrade the quality or reliability of thecomponent. All such changes shall be identified and supplied to TRW as part of the PPAP package.4.2 Periodic Cleanliness TestingUnless otherwise specified, cleanliness testing shall be performed upon each manufacturing lot or at least once a day, per Table II. The supplier shall subject the specified number of test samples to the type of testing specified in Table I herein. Where failures occur, TRW shall be notified immediatelyand production material shall not be shipped without TRW permission.4.2.1 MSA AnalysisInspection for all contaminants specified in Table II shall be performed. With prior TRWpermission, inspection for MSA may be excluded provided the following conditions have beenmet. The supplier must show that MSA is not used within their manufacturing processes and thesupplier must have successfully passed the initial qualification inspection for MSA.4.3 Process ControlThe component supplier is responsible to determine and implement the controls necessary to assure continued compliance to the cleanliness requirements specified herein. The supplier is alsoresponsible to assure that any monitoring techniques used for this process control correlate to theresults of ion chromatography testing. The test method and frequency of inspection shall bedocumented in the supplier’s control plan.4.3.1 Baseline Subtraction Correction (Class 1 and Class 2)A baseline factor which corresponds to the basic level of contaminants contained within themeasurement system may be subtracted from the actual readings of the measured component.This baseline factor may not exceed 20% of the limit specified for that given contaminant and theactual value subtracted shall be documented on the Certificate of Compliance provided to TRW.5. SUPPLIER REPORTING AND PACKAGING5.1 Reporting RequirementsFor those materials requiring periodic testing as defined in Table II, a Certificate of Compliance foreach lot of material shall be supplied with each lot of material. This will include the surfacecontamination levels measured during the required monitoring period for the samples representative of that lot and any baseline levels subtracted from the actual readings, if applicable. Contamination levels shall be reported in terms of micrograms per square centimeter.5.2 Packaging RequirementsThe finished printed circuit boards, electronic components and mechanical parts shall be packed in materials containing no ionic contaminants, silicones or sulfur containing material i.e. corrugatedmaterials, etc. which might degrade the solderability or cleanliness of the component. Components are to be packed and secured so as to prevent surface abrasion between components duringshipping and handling, unless bulk packaging is specified or approved. Conformance to theserequirements shall not be construed as an allowance to violate other TRW required packagingrequirements.6. NOTES6.1 Cleanliness factorsMany manufacturing processes include the use of cleaning steps, i.e. use of heated de-ionized water, etc. to achieve the requirements specified herein. For less stringent levels of cleanliness or forcertain types of components not prone to contamination, it may only be necessary to address obvious material and handling issues, i.e. careful selection of fluxes/mold release agents, use of finger cots, gloves, etc. An awareness of potential sources of contamination, whether from operators, materials or processes is usually the most effective step in developing a process with acceptable levels ofcomponent cleanliness.6.2 Electromechanical ComponentsElectromechanical components include those types of components that are both electrical andmechanical in function, such as relays, connectors, compliant pins, etc.6.3 MethaneSulfonic Acid (MSA)MethaneSulfonic acid (MSA) is an acid electrolyte that is commonly used in electroplating processes.Its chemical structure is CH3SO3H, it easily solubilizes metals and can be used to deposit tin, tin-lead, tin-bismuth, tin-copper, and electroless-nickel platings. MSA is a fairly stable compound but should be easily removed with standard rinsing processes.Notes for Table I and Table II:1/ For the appropriate type of component, the measured value for each type of contaminant listed shall not exceed that specified in the table. The samples shall be subjected to the measurement method specified such that the types of contaminants listed may be identified and measured if present.2/ Units of measure are in micrograms per square centimeter3/See section 4.2.1 for inspection requirements.7. Alternative Test MethodsAny one of the three following tests may be employed to satisfy the alternative test measurementmethods as specified in section 3.2.2.2 herein. Refer to IPC-TM-650 2.3.26 and 2.3.26.1 for additional information on these methods.7.1 Alpha Omegameter 600 SMDThis test is employed to determine the total surface ionic content extractable from the surface andbody of materials being tested. The test results are expressed as sodium chloride equivalence per square centimeter of unit area.7.1.1 Test Apparatus and Materials7.1.1.1 Automated Resistivity of Solvent Extract Tester7.1.1.1.1 Approved TesterOmegameter 600 SMD7.1.1.1.2 Tester Tools and MaterialsHydrometer (0.800 to 0.900)Clean room gloves and forcepsSodium chloride calibration solution7.1.1.1.3 Extract solution25% v/v deionized water (18 megohm-cm nominal resistivity)75% v/v 2-propanol, (electronic or HPLC grade)7.1.1.2 Test ProcedureThroughout the test procedure the test specimen must be handled with care. Do not touch thetest specimen with bare hands. The test specimen also should not be allowed to physicallycontact potentially contaminated surfaces. Clean room gloves and forceps will be employed forall test specimen handling.7.1.1.2.1 Set-up·Calculate the test specimen surface area as specified in section 3.2.3 herein.·Preheat the tester to 45 - 50 degrees C.·Measure the water alcohol ratio with the hydrometer to ensure that it is a75%/25% ratio of water and IPA·Calibrate the Omegameter 600 SMD as required7.1.1.2.2 Measurement – Static ROSE Tester Method·If required, set the tester volume to the minimum volume needed to completelycover the test specimen.·Enter the calculated surface area into the tester.·Set run time to 15 minutes·Set Pass/Fail per Table I or Table II as appropriate.·Begin test·Remove the test cell cover·Carefully insert the test specimen into the test cell. Replace the test cell coverquickly to minimize CO2 absorption.·Upon test completion log the total micrograms of sodium chloride equivalenceper square centimeter. Remove the test specimen from the test cell.·Calculate and record the “corrected” value using the TRW approved baselinesubtraction method (section 4.3.1 herein).7.2 Alpha Ionograph 500This test is employed to determine the total surface ionic content extractable from the surface and body of materials being tested. The test results are expressed as sodium chloride equivalence per square centimeter of unit area.7.2.1 Test Apparatus and Materials7.2.1.1 Automated Resistivity of Solvent Extract Tester7.2.1.1.1 Approved TesterAlpha Ionograph 5007.2.1.1.2 Tester Tools and MaterialsHydrometer (0.800 to 0.900)Clean room gloves and forcepsSodium chloride calibration solution7.2.1.1.3 Extract solution25% v/v deionized water (18 megohm-cm nominal resistivity)75% v/v 2-propanol, (electronic or HPLC grade)7.2.1.2 Test ProcedureThroughout the test procedure the test specimen must be handled with care. Do not touch thetest specimen with bare hands. The test specimen also should not be allowed to physicallycontact potentially contaminated surfaces. Clean room gloves and forceps will be employed forall test specimen handling.7.2.1.2.1 Set-up·Calculate the test specimen surface area as specified in section 3.2.3 herein.·Preheat the tester to 45-50 degrees C.·Measure the water alcohol ratio with the hydrometer to ensure that it is a75%/25% ratio of water and IPA·Calibrate the Ionograph 500 as required.7.2.1.2.2 Measurement – Dynamic ROSE Tester Method·If required, set the tester volume to the minimum volume needed to completelycover the test specimen.·Enter the calculated surface area into the tester.·Set run time to 15 minutes·Set Pass/Fail per Table I or Table II as appropriate.·Begin test·Remove the test cell cover·Carefully insert the test specimen into the test cell. Replace the test cell coverquickly to minimize CO2 absorption.·Upon test completion log the total micrograms of sodium chloride equivalenceper square centimeter. Remove the test specimen from the test cell.·Calculate and record the “corrected” value using the TRW approved baselinesubtraction method (section 4.3.1 herein).7.3 Trek/Westek ICOM 5000This test is employed to determine the total surface ionic content extractable from the surface andbody of materials being tested. The test results are expressed as sodium chloride equivalence per square centimeter of unit area.7.3.1 Test Apparatus and Materials7.3.1.1 Automated Resistivity of Solvent Extract Tester7.3.1.1.1 Approved TesterTrek/Westek ICOM 50007.3.1.1.2 Tester Tools and MaterialsHydrometer (0.800 to 0.900)Clean room gloves and forcepsSodium chloride calibration solution7.3.1.1.3 Extract solution25% v/v de-ionized water (18 megohm-cm nominal resistivity)75% v/v 2-propanol, (electronic or HPLC grade)7.3.1.2 Test ProcedureThroughout the test procedure the test specimen must be handled with care. Do not touch thetest specimen with bare hands. The test specimen also should not be allowed to physicallycontact potentially contaminated surfaces. Clean room gloves and forceps will be employed forall test specimen handling.7.3.1.2.1 Set-up·Calculate the test specimen surface area as specified in section 3.2.3 herein.·Preheat the tester to 45-50 degrees C.·Measure the water alcohol ratio with the hydrometer to ensure that it is a75%/25% ratio of water and IPA·Calibrate the ICOM as required7.3.1.2.2 Measurement –Static ROSE Tester Method·If required, set the tester volume to 40 ml per square inch [6.2 ml per squarecm].·Enter the calculated surface area into the tester.·Set run time to 15 minutes·Set Pass/Fail per Table I or Table II as appropriate.·Begin test·Remove the test cell cover·Carefully insert the test specimen into the test cell. Replace the test cell coverquickly to minimize CO2 absorption.·Upon test completion log the total micrograms of sodium chloride equivalenceper square centimeter. Remove the test specimen from the test cell.·Calculate and record the “corrected” value using the TRW approved baselinesubtraction method (section 4.3.1 herein).。
CVIPC2000 manual 马头 工具 软件 手册
6159932082-05English1 / 38CP Georges Renault - ZAC de la Lorie - 38 Rue Bobby SandsBP 10273 - 44818 Saint-Herblain Cedex - France©© Copyright 2009,All rights reserved. Any unauthorized use or copying of the contents or part thereof is prohibited. This applies in particular to trademarks, model denominations, part numbers and drawings. Use only authorized parts. Any damage or malfunction caused by the use of unauthorised parts is not covered by Warranty or Product Liability.CVIPC2000 Release 3.8.1 and higherOperator’s manual N° 6159932082-056159932082-05English2 / 38Warning.With a view to constantly improving its products, Desoutter reserves the right to introduce all the changes as it may deem necessary to the products described herein, without prior notice.This document contains a section in French language (original version) and sections in foreign languages which correspond to its translation. Should any dispute arise, the French section shall be deemed authentic.This document includes important notes relating to safety. These are mentioned as follows:This document also includes essential instructions to use the product, as well as general information. These are mentioned as follows:Safety noteEssential instructionGeneral information6159932082-05English3 / 38TABLE OF CONTENTSWarning (2)1 - INTRODUCTION (5)1.1 - Transfer mode and Command mode (5)1.2 - Point-to-point connection and multipoint connection (5)1.3 - Installation (5)1.3.1 - Hardware and software requirements (5)1.3.2 - CVIPC software protection (5)1.3.3 - Installation (6)1.3.4 - Upgrading the controller software (6)1.3.5 - Upgrading the CVIPC software (6)1.3.6 - Uninstalling (6)1.4 - Initiating the Program (7)2 - CREATING A STATION (8)2.1 - Creation (8)2.2 - Copying a station (11)2.3 - Deleting a Station (11)3 - PARAMETERS (12)3.1 - Controller (12)3.1.1 - Serial ports RSA and RSB (12)3.1.2 - Ethernet Link (13)3.1.3 - Peripherals (13)3.2 - Notepad (15)3.3 - Spindles (15)3.4 - Cycles (16)3.4.1 - Add a cycle (18)3.4.2 - Add a phase (18)3.4.3 - Delete (18)3.4.4 - Copy (18)3.4.5 - Paste (18)3.4.6 - Cycle parameters (18)3.4.7 - Phase parameters (18)3.4.8 - Phase Type (18)3.4.9 - Instructions (19)3.4.9.1 - Search Sequence Phase (19)3.4.9.2 - Run Down Speed Phase (19)3.4.9.3 - Final Speed Phase (20)3.4.9.4 - Run Reverse Phase (21)3.4.9.5 - Action on NOK phase (21)3.4.9.6 - Prevailing torque phase (22)3.4.9.7 - Synchro waiting phase (not available on CVIS) (22)3.4.9.8 - Jump phase (23)3.4.9.9 - Angle rundown phase (for CVIC only) (23)3.4.9.10 - List of spindles (23)3.5 - Curves (23)4 - RESULTS (24)4.1 - Tightening (24)4.1.1 - Display (24)4.1.2 - Printing (24)4.1.2.1 - Detailed report codes in PC4 format (25)4.1.2.2 - Detailed binary report codes in 32 bits (0 or 1) (26)4.1.3 - Specific format (26)4.1.4 - Archiving and erasing (27)4.2 - Curves (curve display) (27)4.3 - Statistics (28)4.3.1 - General (28)4.3.2 - Values (28)6159932082-05English4 / 384.3.3 - Statistics (29)5 - MAINTENANCE (30)6 - DATA TRANSFER (31)6.1 - PC --> Station (31)6.2 - Station --> PC (31)6.3 - Station - PC comparison (31)6.4 - CVINet Data Collector (31)6.5 - ToolsNet Data Collector (31)6.6 - Automatic transfer of results (31)6.7 - Grafcet (31)6.8 - Channel test (31)7 - PRINTING (32)7.1 - Station Parameters (32)7.2 - List of Stations (32)8 - SERVICES (33)8.1 - Access Code (33)8.2 - Registration Code (33)8.3 - PC Communications (33)8.4 - Automatic uploading / Backup (34)8.5 - General parameters (35)8.6 - PC Language (35)8.7 - Printer Setup (35)8.8 - Number of curves (35)8.9 - File Management (35)8.10 - Manage privileges (35)8.11 - Manage your login (35)9 - COMMAND MODE (36)9.1 - Control window (36)9.2 - Test window (37)Spindle start (38)Cycle (38)Sensitivity (38)Inputs/Outputs (38)6159932082-05English 5 / 38INTRODUCTION1 - INTRODUCTION This manual explains how to use the CVI range software: CVIPC 2000.The CVIPC software can be used with all the control systems of the CVI series (TWINCVI, MODCVI, CVIS, MULTICVI, CVIC and MULTICVIC controllers).It offers a complement to the use of the controller(s) and allows the user to:•program the cycles and then upload them to the controllers•process the tightening results in the form of curves and statistical calculations•increase the memory capacity to save the results and curves•save the parameters and results•transfer data to a spreadsheet for subsequent analysisThe additional advantage offered by the Advanced CVIPC 2000 software is that it can control up to 16 networked controllers in real time (in command mode).The software can be equally operated in Windows XP or Windows Vista.1.1 - Transfer mode and Command modeThe software can operate in two modes: the Transfer mode and the Command mode.The first mode allows the operator to upload the parameters from the PC to the controller or to download data from the controller to the PC while the second mode is used to monitor the controller in real time.1.2 - Point-to-point connection and multipoint connectionTwo types of connection are available between the PC and the controller:•the point-to-point connection is a connection between the PC and a single controller•the multipoint connection allows the user to connect several controllers at the same time.Each mode (Transfer/Command) can be used with each type of connection. The standard use is the point-to-point connection.The multipoint connection requires a specific configuration of the addresses of the controllers (the network address should be specific of each controller).The CVI can be connected to the PC via an Ethernet gateway or an integrated Ethernet link (TWINCVI). In that case, each station has a network address which must correspond to the IP address of the CVI. See section 3 - “PARAMETERS”.1.3 - Installation1.3.1 - Hardware and software requirementsThe computer should be of PC type and have at least one serial port or an Ethernet connection.1.3.2 - CVIPC software protectionThe software is protected by a registering code. As long as this code has not been entered, the software is run in Demo mode This software version is limited to 90 days' operation.By or before the end of the 90-day evaluation period, you must request your registering code to be allowed to continue using the software.To do so, a standardised registering form is available. This form is available when starting the program or by clicking on the See Info button or through the Services / Registering code menu. Copy the form into an email, complete it and send it to Desoutter atthe address: tightening.support@.The link is of the following type:RS232 for a point- to-point link between the PC and a controllerRS422 for a network of several controllers.The standard CVIPC software is used for the point-to-point connection of a single controller.The CVIS/CVICPC software is used for the point-to-point connection of a single CVIS/ CVIC controller.The Advanced CVIPC software is used for the multipoint connection of 16 controllers.Each time the software is run, a message that indicates the number of remaining days before the evaluation is dis-played. When the period has elapsed, a warning message is displayed: "You are not allowed to run this software!".To know which software type and version is installed, click on menu ? / About... .6159932082-05English6 / 38INTRODUCTION1.3.3 - InstallationUse the CD to install the software. Open the Install file, then Disk1and double-click on Setup.exe.Select the path for installing the software (by default C:\Georges Renault\CVIPC 2000) and follow the instructions on the screen.1.3.4 - Upgrading the controller softwareUpgrading the controller software will involve a loss of previously saved data (cycle parameters, tightening results). To avoid this, it is recommended to download all data from the controller to the PC before upgrading.1.3.5 - Upgrading the CVIPC softwareThe upgrading software allows you to upgrade the CVIPC (licensed) software. Please contact our departments.1.3.6 - UninstallingIt is very important to take note of your uninstalling code to be able to reinstall the software on another PC. This uninstalling code MUST be provided to the technical assistance department with the public key to obtain a new private key for installing the soft-ware on another PC.If you wish to install CVIPC 2000 in Windows XP / Windows Vista, you must use an administrator's account.Using the Windows shortcuts, you can start the CVIPC 2000 in different directories, which allows you to define sev-eral station sites.In Windows XP / Windows Vista, you do not need to use an administrator's account for a simple upgrade.To uninstall CVIPC 2000 in Windows XP / Windows Vista, you must use an administrator's account.To uninstall CVIPC 2000:1 - Start Menu / Programs (or All the programs) / CVIPC 2000 / Uninstall CVIPC 2000 or- Workstation / Configuration panel / Add/Delete programs / CVIPC 2000 / Modify/Delete button2Confirm the uninstallation by clicking on the Yes button in the Confirm File Deletion window to validate.3Take note of your uninstalling code!To install CVIPC 2000 on another PC:1Install CVIPC2000 on the new computer2- Copy the registering form displayed on the screen - Paste it into an email 3Complete the registering form (in the email):- New public code (given automatically)- CDRom serial number (YYxxxxx 5xx0Vx.x)- Company, city- Contact details (name, email, telephone and fax number).4Also enter (COMPULSORY):- Uninstalling code (that you noted when uninstalling)5Send the email with the completed form to: tightening.support@6You will receive your registering code in return7Services / Registering code:- Enter the received registering code- Click on Save6159932082-05English7 / 38INTRODUCTION1.4 - Initiating the ProgramClick on the Start menu in the Windows task bar, point the mouse to Programs or All the programmes and select the CVIPC2000 program in the list. Click on CVIPC2000 to start.CVIPC 2000 accepts optional arguments, and in particular:Other arguments are available after clicking on menu ?, then on About..., and finally on thebutton.-COMM->starts the software in Command mode-A->starts the software directly in the Control screen6159932082-05English8 / 38CREATING A STATION2 - CREATING A STATIONThis menu is used to create a station.A station can include one or several spindles belonging to a controller.A station can include several spindles belonging to synchronised controllers of the same type.2.1 - CreationIn the CVIPC menu bar, click on Station and Create (using the keyboard, press Alt A then R) or click on thebutton. Select the type of controller in the drop-down menu and click on OK to validate.TWINCVICVIC6159932082-05CREATING A STATIONEnglish9 / 38Station name Enter the station name (11 characters as a maximum). The name of the station isused as the name of its data directory. As a result, the following characters are notallowed: \ / : * ? " “ |Comment Enter a comment to describe the station (25 characters as a max.)Number of spindles1-32Station number 1-2 (a synchronous TWINCVI includes only one station and its number is 1)Unit Nm / ft.lb / in.lb / kgm / kgcmSource of the cycle number Peripheral used to select the current cycle: keyboard, Input/Output, PC, PLC, barcodeSpindle validation Operation enabled or not enabled by the PLCAutotest cycle number0 invalidates the autotest. Refer to the Cycle Programming section in the technicalmanual of your controller.Pulse RP durationA value different from 0 allows you to program pulse reports (Accept, Reject)(0.1to 4.0s) at end of cycleResult type Reject / Accept / AllMode Normal / ECPHTYellow LED modeOutput According to the configuration: Free / Ready / In cycle / RP NOK / RP OK / NCYCOK / Cycle 1 / Cycle 2 / Cycle 4 / Synchro out / Cycle 8 / Torque OK / Torque NOK/ Angle OK / Angle NOKInverse Yes / NoFlashing Yes / NoRun reverse parametersRun reverse speed0 - 100%. This speed is used for all reverse running (save for the run reverse phasein a cycle)Min. torque (Run Reverse)Minimum torque required to detect a real untightening of the assembly.Min. angle (Run Reverse)Minimum angle required to detect a real untightening of the assembly. Maximum time (Run Reverse)Maximum run reverse duration (when equal to 0, reverse running is continuous). OptionsReport acknowledgement This option is used to forbid the start of the spindle as long as the RP Request inputis not validated.Error acknowledgement Validates or not the Error Acknowledgement mode after a reject report.Scy pulse The Start Cycle signal can be activated with a pulse.Run reject spindles When this mode is enabled, the system runs only the spindles with a reject reportfrom the previous cycle. A Reset command must be sent to start all the spindles. Lock on NCYCOK When this function is enabled, the Start Cycle is locked by the system as soon as thenumber of cycles run with an accept report has reached the programmed NCYCOK.A reset command must be sent to unlock the cycle start.Spindle validation at run reverse This function is used to validate or not the run reverse operation through an externalcontrol system (Inputs/Outputs).AZC and unbalance test on SCY Using this option, you no longer need to run the zero correction and torqueunbalance tests when the cycle starts, which is particularly useful for the spindleswhich are already subjected to stress when the cycle starts.Reject Report on SCY stop This mode allows you to prevent the Reject Report signal from being sentsystematically each time the Start Cycle signal drops during the cycle.6159932082-05English10 / 38CREATING A STATIONThe following paragraph only applies to the CVIS and CVIC.Press Input/Output to select the signals (functions) to be assigned to the inputs and outputs.Press OK to validate.After creating and configuring your station(s), select the station that you want to use. The name of the station is displayed in thetop left-hand corner of the screen.Reject report on time out If this option is ticked, a Reject RP is generated when a cycle finishes with a TimeOut. This is used to solve applications when the torque and the angle are insidetolerances and yet the tightening is NOK (ex: the screw is damaged just before thetorque is reached).Current monitoring Yes / No. This mode allows you to monitor the value of the motor current (I) at endof cycle. The I min and I max tolerances are programmed in a tightening phase ofthe Torque or Torque + angle type.Coefficients per cycle Yes / No. If the answer is yes, sensitivity coefficients can be defined for each cycle.They are modified by performing the calibration procedure in Test mode.Reverse one shot As soon as the tool has run reverse once, it automatically returns into tighteningmode.Double press reverse The reverse button must be double pressed in order to activate or to inactivate therun reverse mode.Lock cycle 0(On CVIC-M and H only) Yes / No. Allows you to inhibit cycle 0.Push Start(On CVIC only) Yes/ No. Allows you to use the Push Start command of an ECLtool. If you have several controllers connected to the same PC, you must also enter the Address controller parame-ter.StationTo define the main parameters of the station ControllerTo define the controller parameters NotepadIt can be used to enter any type of data specific of the selected station (configuration / maintenance data, etc.).SpindlesTo define the spindle parameters CyclesTo define the station cycle parameters (cycle: sequencing of phases to perform a tightening task)Curves To define the parameters for saving the curves.6159932082-05English11 / 38CREATING A STATION2.2 - Copying a stationClick on the station with the parameters you wish to copy.In the CVIPC menu bar, click on Station, then on Copy or on the button.You will access to the Main Parameters panel of the station. Complete all the fields in the panel (see section 2.1 - “Creation”).2.3 - Deleting a StationClick on the station that you want to delete.In the CVIPC menu bar, click on Station, the on Delete or on.Validate your option or not.Tightening To display the tightening resultsCurve plotting To display the tightening curves.Statistics To display the statistics.Maintenance This function allows the maintenance technician to know the number of cycles run per tool and controller, the version number of the controller software and the communications protocolnumber.Transfer Station->PC / PC->station transfer.When changing the operating mode of a TWINCVI from synchronous to asynchronous (by changing the number of spindles of the station from 2 to 1), the second (associated) station is automatically created and is an identical copy of the first one.6159932082-05English 12 / 38PARAMETERS3 - PARAMETERS3.1 - Controller3.1.1 - Serial ports RSA and RSBThe serial ports are used to communicate with external peripherals (PLC, printer, etc)TWINCVICVICAddressController address from 0 to 253Controller language Select the language used by the controller in the drop-down menu.Controller date formatSelect the date format: Day/Month/Year Month/Day/Year Year/Month/DayMains voltage 115 or 230 V (for Ergostop function - see TWINCVI documentation)Serial ports To define the parameters of the link(s) between the controller and the peripheral associated to each port.Peripherals To set up the peripherals associated to each port.Print at cycle endClick on this button to print the result at end of cycle on the controller printer. This screen shall also be used to select the format and type of results to be printed (All / OK / NOK).EthernetTo define the parameters of the available sockets (ports).RSA portAssociated peripheral None / PC IsaGraf / RP Output / Bar code 1 / Bar code 2Link type RS232 (by default)Baud rate 300-9,600 Bd Data bits 7-8Stop bits 1Parity None / Even / OddRSB portAssociated peripheral None / PC IsaGraf / RP Output / Bar code 1 / Bar code 2Link type RS232 / RS485i / RS485f / 4-20mA Baud rate 300 -115,200 Bd Data bits 7-8Stop bits 1-2ParityNone / Even / Odd6159932082-05English 13 / 38PARAMETERS3.1.2 - Ethernet LinkClick on the Ethernet button. The Ethernet field (Ethernet link / No) indicates if the unit includes an Ethernet link (in display mode only).Click on the Ethernet link button to access the Ethernet.ini file, which allows to describe the networked units (see explanation in the Ethernet technical manual). In some cases, the Sockets tab may be available:For details about the configuration of an Ethernet link, refer to the Ethernet technical manual.3.1.3 - PeripheralsAssociated function Socket 1Unused / Transfer PCAssociated function Socket 2Unused / Report output / CVINet Data Collector / ToolsNet Data Collector Associated function Socket 3Unused / Modbus TCP / Isagraf PC / Open Protocol / Com Box Port port no. for the selected associated function Distant IPxxx.xxx.xxx.xxx (host PC address)TWINCVICVICReport output Format (Rp output)PC2 / PC3 / PC4 / Specific / PC5A / PC5B / PC5CAssociated port To specify the link between the controller and the associated peripheral.Print at end of cycle When this parameter is validated, the tightening result is transmitted to the serial link at each end of cycle.Bar code Format CB1ActionAfter reading the bar code, the controller can perform one of the following actions:Nothing -> no actionReset -> reading the code implies an action which is identical to the Reset.Reset on NCYC OK -> reading the code implies a Reset when the programmed number of OK cycles is reached.Read by PLC The code is provided by the PLC.Associated portTo specify the link between the controller and the associated peripheral.6159932082-05English 14 / 38PARAMETERSTo add a bar code, click on thebutton and then on thebutton.Enter the code as follows: ###M19############ Select the cycle number in the list.The # represents the characters which are not taken into account in the reading.The other characters (M19 in the example) correspond to the code to be detected. When the code is read at the specified place,the corresponding cycle no. will be selected.Cycles TableWhen the Source of the Cycle Number is the Bar Code, the system determines the current cycle from the Bar Code/Cycle No. cross reference table which is entered in the Cycles Table screenSeveral codes can correspond to the same cycle number.The table can include a maximum number of 100 codes.Parallel printer Type EPSON (by default) / EPSON LQ / IBM Compact / IBM Proprinter / HP DeskJet 500 /HP Laserjet / HP 840Page length 6 - 80Upper margin 0 - 74Page width 1 - 120Left margin0 - 79PLC without fieldbus board Type Jbus / Modbus / UniTelway Master / Slave Selection of the set-upSlave number Controller address in a PLC network Data swapping (Option for UniTelway)Associated portIndicates the link between the controller and the associated peripheral.PLC with fieldbus board Fieldbus board If a fieldbus board is inserted, displays the card type: Profibus, Interbus, DeviceNet, Modbus+...Master / Slave Selection of the set-upNetwork address Selection of the TWINCVI number in this network Acyclic/Cyclic (Set-up specific to Profibus)Memory transfer (Set-up specific to Profibus) If not ticked: Standard I/O CVINet Data Collector Type of collected data Selection of the data that the controller must send:Results / Curves of good results / Curves of bad results Operating mode of the FIFO Blocking if full FIFO When the memory of the results to send is full, the next start cycle can be blocked or not (the start cycle is not blocked, but the next results are not stored).Alarm thresholdWhen the filling rate is above this value, an alarm can be generated (through an IsaGraf application).Synchronization of the hour This option is used to show the source authorised for updating the controller time: only by CVIPC / only by CVINet / CVIPC and CVINet Associated port Displays the used socket.ToolsNet Data Collector System typeSystem type by default: 3, for the Desoutter controllers. This parameter can be changed, when necessary, to be in line with the ToolsNet server configuration.6159932082-05English 15 / 38PARAMETERS3.2 - NotepadIt can be used to enter all types of data specific of the selected station (set-up/maintenance data, etc...).3.3 - SpindlesThe spindle can either be a fixed electric power tool or a hand-held electric power tool. The spindle is automatically recognised by the control system: its parameters cannot be changed.In the Toolsnet configuration, all the stations are grouped by system. Each system has a certain number of stations. In case of a TWINCVI configured in asynchronous mode, one controller has two stations, numbered consecutively.System number Identifies the controller, when used jointly with the station number.Station number Identifies the controller, when used jointly with the system number. (For a TWINCVI configured in asynchronous mode: use the first station number.)Time synchronization This option is used to show if the controller time is synchronized with the ToolsNet server.Associated port Displays the used socket.TWINCVICVIC6159932082-05English 16 / 38PARAMETERS3.4 - CyclesThe CVIPC software allows you to create:The following phases of a cycle are available:Spindle Select the spindle concerned.2nd transducer To define the characteristic values of the 2nd transducer (torque or torque + angle).Manufacturer ref.Allows you to display manufacturer's parameters.Controller parameters Comment 15 characters as a maximumFastener number Number assigned to the spindle (3 digits)Ergo-stopYes / No (to stop the tool progressively - see TWINCVI documentation)DatesThe dates displayed are the latest dates when the parameters were modified (in user, maintenance or superuser mode).Spindle ParametersThese parameters can only be displayed. They cannot be modified.Correction coefficients (not available on CVIC)Nominal load coefficient1.0000 by default. This coefficient allows you to take into account a reduction gear added to the tool. For example, when using a gear reduction of 2, the nominal load coefficient will be2.Gear ratio coefficient 1.0000 by default. This coefficient allows you to take into account the efficiency of a reduction gear added to the tool. e.g.: 1.15% (efficiency 85%).Sensitivity coefficient 1.0000 by default. Only on display, as it is automatically computed in one of the screens of the Test window.Torsion coefficient [°/Nm]0.0000 by default. This factor is used to compensate for a possible mechanical torsion of the spindle or of the crowfoot (available only for a tightening with angle-controlledstop).A cycle is a sequence of phases which are run consecutively. Each phase is defined by means of main parameters,tightening instructions and motor settings.TWINCVI from cycle no.1 to 250Each cycle can include up to 20 phases.CVIS from cycle no.1 to 15Each cycle can include up to 8 phases.CVIC-M or H from cycle no.0 to 7Each cycle can include up to 15 phases.CVIC-L cycle no.0 only (2 preset phases)CVIC-L+cycle no.1 onlyEach cycle can include up to 15 phases.Search sequence S runDown speed D Final speed phase F run Reverse R Action on NOK V Prevailing torque P synchro Waiting W (not available on CVIS)Jump phase J angle rundownd(for CVIC only)6159932082-05English 17 / 38PARAMETERSWhen this screen is displayed, you can either create a new cycle or change one of the pre-programmed cycles.An empty phase is considered as a fully valid phase. It shows the end of the current cycle. Introducing an empty phase is particularly interesting to carry out two actions one after the other to correct a fault.Example:F1VF2-----R1F3If the action on NOK gives an accept report, proceed to phase F2, then the cycle stops.If the action on NOK gives a reject report, proceed to phase R1 if the Action on NOK phase is programmed on Jump to Phase No. 5.TWINCVICVICCommentFree comment of 40 characters.Number of cycles OK Number of cycles OK to enable the NCYC OK output signal.Tightening results per phaseTo store the results per cycle or per phase.6159932082-05English 18 / 38PARAMETERSAction on cycle NOK (for a CVIC). When a cycle is NOK:3.4.1 - Add a cycleClick on Add a Cycle to create a cycle. The list of the cycle numbers still available is displayed. Select a number and validate.3.4.2 - Add a phaseThis allows you to add a phase after the selected phase. You can insert a phase at the beginning of the cycle by previously select-ing the relevant cycle.3.4.3 - DeleteUsing the mouse, select the item (phase or cycle) that you want to delete and press Delete.3.4.4 - CopyUsing the mouse, select the item (phase or cycle) that you want to copy and press Copy. Then click on Paste to copy this item to the current station or to another one.3.4.5 - PasteAfter pressing Copy, press Paste and then select the new phase number.3.4.6 - Cycle parameters 3.4.7 - Phase parameters 3.4.8 - Phase TypeAllows you to change the type of the current phase.Unused No actionCycle stop The cycle is stoppedRun reverse Stop the cycle then run reverse the specified number of rotations.Cycle To select the relevant cycle SpindleTo select the relevant spindleCycle parameters per spindleRP threshold [Nm]Threshold above which a report is generated.Coefficients Nominal load These parameters replace the normal correction coefficients when the station parameter Coefficients per Cycle is ticked.Gear ratio SensitivitySpindles to be run Select the spindle(s) concerned in the list (by default, all spindles are selected).Interphase time Waiting time programmed between this phase and the next one.Min. time Minimum phase running time.Max. timeMaximum phase running time.For a search sequence phase, the only main parameter that can be changed is the interphase time as the max. time is implicitly equal to the number of rotations x rotation time + stop time.。
丽士杂锦,吉隆坡,马来西亚
丽士杂锦,吉隆坡,马来西亚REXKL, Kuala Lumpur, Malaysia, 2019建筑设计:曾宪烁,郑顺升Architects: Shin Tseng, Shin Chang“我们建造建筑,而建筑造就我们。
”温斯顿•丘吉尔如此理解我们创造的建成环境的重要性,即 它们塑造了我们的生活。
更重要的,作为一座标志 性的历史建筑,丽士影院塑造了吉隆坡这座城市的文化将近3/4个世纪。
这座前身是影院的建筑坐落于吉隆坡苏尔坦路 上,在日占时期之前就已启用,开放于1947年7月28 Bo 1972年,它被火灾摧毁,并于1976年重建。
丽士影院包含了一个单荧幕剧场,可容纳超过1000名观众。
2002年,影院停止运营,转而作为背包客 旅社使用。
两年前,两位主创建筑师在没有任何业主的情 况下,幵启了一场场所营建之旅。
他们接管了这座 建筑,并将它改造为创意社区中心。
凭借着来自著 名马来西亚建筑师卡米尔•梅里坎和景观建筑师吴锡山的支持,项目在启动时,便将使用者与社区放 在首位,为吉隆坡的创意社群提供一个平台。
对建筑师而言,这是一条艰难的学习曲线——放弃所有 常规操作模式,并重新思考建筑师在社会中的角色。
丽士杂锦旨在通过对废弃建筑物的再利用,为活动、剧场、展览、演出、电影、阅览室、工作室、 零售和餐饮提供空间,赋予影院和周边社区新的生 活。
对建筑内部空间的提升与再分配,不仅仅局限于审美上的趣味,更重要的是要对社区有益。
丽士 31.2为了保留吉隆坡的一个记忆片段,现存的影院外观并未3经过5个月使用后的丽士杂锦的大堂/The main foyer of 改动地保护下来,作为未来创意装遷设计的一块空白幕 REXKL after 5 months布。
/The existing exterior of the cinema was untouched to preserve a piece of memory of Kuala Lumpur, while works a blank canvas for future creative installation.杂锦专注于为陈旧的、为人们挚爱的这座建筑提供一个未来发展的契机,而不是将它推倒重来。
饺子英文作文120
饺子英文作文120Title: The Delightful Dumplings: A Culinary Journey。
Dumplings, a ubiquitous dish in Chinese cuisine, have been tantalizing taste buds for centuries. From their humble beginnings to their global acclaim, these delectable delights have woven themselves into the fabric of culinary culture. In this essay, we embark on a journey to explore the rich history, diverse variations, and enduring popularity of dumplings.To comprehend the essence of dumplings, one must delve into their origins. Dating back to ancient China, dumplings were initially conceived as a means to nourish and sustain. Legend has it that a Chinese doctor created these savory parcels to treat frostbitten ears during a harsh winter. Thus, the concept of wrapping meat and vegetables in dough emerged, giving birth to the prototype of the modern dumpling.As centuries passed, dumplings evolved both in form and flavor, adapting to regional tastes and preferences. In northern China, the iconic jiaozi reigns supreme. Traditionally consumed during the Lunar New Year, these crescent-shaped dumplings symbolize wealth and prosperity. Their thin, delicate skin encases a savory filling, often comprising minced pork, cabbage, and aromatic spices. Boiled, steamed, or pan-fried, jiaozi offer a symphony of textures and tastes that captivate the senses.Venture southward, and you'll encounter the Cantonese treasure known as dim sum. Translated as "touch the heart," dim sum encompasses a vast array of bite-sized delights, including the revered har gow and siu mai. Characterized by their translucent wrappers and succulent fillings, these dumplings epitomize the artistry and precision of Cantonese cuisine. Served alongside steaming pots of tea, dim sum transcends mere sustenance; it's a social ritual steeped in tradition and camaraderie.Beyond China's borders, dumplings have traversed continents, captivating palates and sparking culinaryinnovation. In Japan, gyoza emerged as a beloved street food, featuring a crisp, golden exterior and a juicy,flavor-packed interior. In Korea, mandu takes center stage, showcasing a fusion of flavors ranging from kimchi to bulgogi. Across Southeast Asia, dumplings manifest in myriad forms, from the delicate siew mai of Malaysia to the fragrant bakso of Indonesia.In the Western world, dumplings have undergone a renaissance, transcending their ethnic origins to become a culinary canvas for experimentation and reinvention. From gourmet interpretations in Michelin-starred restaurants to casual fusion joints dishing out dumplings stuffed with unexpected ingredients like truffles and foie gras, the possibilities are endless.Yet, amidst the evolution and adaptation, dumplings remain a testament to the enduring power of tradition and heritage. Whether crafted by skilled hands in a bustling kitchen or lovingly prepared at home during festive occasions, dumplings evoke a sense of nostalgia and connection to the past.In conclusion, dumplings transcend mere sustenance; they embody a culinary heritage that spans centuries and continents. From the bustling streets of Beijing to the bustling metropolises of New York City, the allure of dumplings endures, captivating hearts and palates with each delectable bite. So, the next time you savor a steaming dumpling, take a moment to appreciate the rich tapestry of flavors, cultures, and stories encapsulated within.。
微型风轮机叶片设计与制造PPT课件
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个人观点供参考,欢迎讨论
Tools and preparation
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Three part mould after sealing
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Blade mould design and manufacturing
Two part mould processing
Preparation Lower mould Upper mould in processing
关于人造建筑的英语作文
关于人造建筑的英语作文The Evolution and Impact of Artificial Structures.Artificial structures, ranging from the humblest huts to the tallest skyscrapers, have played a pivotal role in the history and development of humanity. These structures, built by the hands of man, have not only provided shelter and space for our activities but have also served as symbols of cultural identity, technological advancement, and societal aspirations.Origins and Early Forms.The earliest artificial structures were likely shelters constructed by hunter-gatherers to protect themselves from the elements. These primitive shelters, made of sticks, leaves, and animal hides, marked the beginning of human settlement and civilization. As time progressed, these shelters evolved into more permanent structures like huts and cabins, made of wood, stone, and clay.The Rise of Architecture.The ancient Egyptians, Greeks, Romans, and other civilizations were known for their magnificent temples, palaces, and other monumental structures. These buildings not only served practical purposes but were also designedto reflect the aesthetic sensibilities and cultural valuesof their respective eras. The use of columns, arches, domes, and other architectural elements created a visual language that has influenced builders and designers for centuries.The Industrial Revolution and Modern Architecture.The Industrial Revolution marked a significant shift in the construction industry. The advent of new materials like steel and concrete, along with innovative technologies like prefabrication and mechanized construction methods, led to the emergence of modern architecture. This era saw the rise of skyscrapers, bridges, and other large-scale structures that were not only taller and stronger but alsoaesthetically distinct from their predecessors.Sustainability and Green Building.In recent years, there has been a growing focus on sustainable and environmentally friendly building practices. Green buildings are designed to minimize their impact onthe environment by using renewable materials, energy-efficient systems, and water-saving features. This shift towards sustainability is not only in response to the growing environmental concerns but also reflects a changing social consciousness towards responsible and ethicalbuilding practices.The Future of Artificial Structures.The future of artificial structures looks increasingly dynamic and diverse. With the advent of new materials like carbon fiber and self-healing concrete, as well asinnovative technologies like 3D printing and prefabrication, we can expect to see even more remarkable structures in the coming years. These structures will not only be taller, stronger, and more sustainable but will also integrateadvanced technologies like smart sensors, automation systems, and renewable energy generation.Moreover, the increasing focus on sustainability and environmental responsibility is likely to shape the design and construction of future structures. We can expect to see more buildings that are designed to harmonize with their natural surroundings, reduce their carbon footprint, and contribute positively to the well-being of their occupants and the community at large.In conclusion, artificial structures have played a crucial role in the history and development of humanity. They have not only provided us with shelter and space but have also served as symbols of our cultural identity, technological advancement, and societal aspirations. As we look towards the future, it is exciting to imagine the remarkable structures that await us and the impact theywill have on our lives and the world at large.。
国家标准 建筑设计防火规范(gb50016-2014)
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sap bsp开发高级教程
Brian McKellar, Thomas Jung AdvancedBSP ProgrammingContentsIntroduction15Target Audience (15)On What Releases Can You Use BSP? (16)BSP vs. Web Dynpro ABAP (16)Acknowledgements (17)1What is BSP?211.1Internet Communication Manager (21)1.2Internet Communication Framework (24)1.3BSP Development Environment (25)1.4HTMLB Rendering Family (26)1.5BSP Compiler (27)1.6BSP Runtime (28)1.7BSP Debugger (29)1.8MIME Repository (30)1.9Summary (30)2HTTP and HTML312.1Viewing the HTTP Traffic (32)2.2Structure of HTTP (32)2.2.1The HTTP Request Status Line (35)2.2.2HTTP Request Headers (35)2.2.3HTTP Header/Body Separator (37)2.2.4HTTP Request Body (37)2.2.5The HTTP Response Status Line (37)2.2.6HTTP Response Headers (38)2.2.7HTTP Response Body (39)2.3Server Objects for HTTP Request and Response (39)2.4HTML Forms and Data Handling (41)2.5Mapping of HTML onto HTTP Requests (46)2.5.1Input Fields (46)2.5.2Checkboxes, Radio Buttons and Dropdown List Boxes (48)2.5.3File Upload and Download (49)5Contents2.6Cookies (54)2.7HTTP Redirects (58)2.8Handling of HTML Resources in HTTP (59)2.9Troubleshooting Examples (62)2.9.1Missing Resource (62)2.9.2Non-Secure Warnings (63)2.9.3Relative URLs That Become Invalid (63)2.9.4Estimating Performance (65)3HTTP Handler673.1URL Handling in the ICF Tree (67)3.2URL Mapping (68)3.3Sample Handler for Reading Images (69)3.3.1URL Syntax (71)3.3.2Handler Coding (72)3.4Alias Handling (74)3.5Handler Example—Table Query (77)3.5.1Table Query Handler Implementation (78)4URLs in BSP834.1URL Mangling (83)4.1.1What is URL Mangling? (83)4.1.2How is URL Mangling Done? (84)4.1.3Attempting to Hide the URL Mangling (85)4.2Fully Qualified Domain Names (89)4.2.1Motivation for FQDN (90)4.2.2ICM Configuration (91)4.2.3Browser Requirements (91)4.3Namespace Mapping (92)4.4URL Parameters (93)4.5URL Escaping (95)5Authentication975.1Basic Authentication (98)5.2Single Sign-On (102)5.3Digital Certificates (105)5.4Anonymous Services (108)5.5Form-Based Authentication (109)6Contents5.6Implementing a Simple Logon Application (110)5.7De-Authentication (113)6Session Management1156.1Session Identification (115)6.2Session Timeout (118)6.2.1Catching and Handling a Session Timeout (119)6.2.2Session Timeout in Browser (120)6.3Confusion with Processing Timeout (121)6.4Catching and Handling a Restart after Timeout (123)6.5Session Management from the Browser (125)6.6Warning the User of a Pending Timeout (128)6.7Summary (131)7Using BSP Applications in SAP GUI1337.1Using a BSP Application in a Dynpro (133)7.2Pitfalls when Using BSP Applications with SAP GUI (136)7.2.1Communication Path (136)7.2.2The Second Authentication (137)7.2.3The Second Session (138)7.2.4Window Open Behavior (139)7.2.5Effects of SAP’s New Visual Design (141)7.2.6Loading HTML Pages Directly (142)7.3Interaction between SAP GUI and BSP Applications (144)7.3.1BSP Application Event to SAP GUI (144)7.3.2SAP GUI Event to BSP Application (147)7.4Starting a New Browser Outside the SAP GUI (149)8Performance Measurements1518.1Test Applications (152)8.2Quick Sizing with HTTP Trace Tool (153)8.3Network Latency (154)8.4Server Processing Time (155)8.5Browser Rendering Time (157)8.6Determining Hotspots (159)8.7Load Testing (161)8.8SQL Traces (165)7Contents9BSP Extensions1679.1Extension Overview (167)9.1.1Extension Technology (168)9.1.2Using BSP Extensions (168)9.1.3Finding Details about the Extensions (169)9.1.4Available Extensions (172)9.1.5Extensions Designs (172)9.1.6High Level Elements (174)9.2HTMLB Event System (180)9.2.1Event Dispatching (180)9.2.2Manually Handling Events (181)9.3Common Extension Elements (186)9.3.1<htmlb:tableView> (187)9.3.2<htmlb:tree> (192)9.3.3<phtmlb:matrix> (194)9.3.4<xhtmlb:protectDoubleSubmit> (196)9.3.5<phtmlb:containerTabStrip> (197)9.3.6<phtmlb:formLayout> (200)10BSP Element Expressions and Iterators20510.1BSP Element Expressions (205)10.1.1What is a BEE? (205)10.1.2N=1, Using Any BSP Element as BEE (206)10.1.3HTML BEE (209)10.1.4Table BEE (211)10.1.5XML BEE (212)10.1.6Errors and Error Handling (215)10.2Table View Iterators (215)10.2.1What is a Table View Iterator? (217)10.2.2Method GET_COLUMN_DEFINITIONS (218)10.2.3Method RENDER_ROW_START (220)10.2.4Method RENDER_CELL_START (222)10.2.5Finished Output (225)11Creating your own BSP Extension Element22711.1Creating a BSP Extension Element (227)11.1.1Extension Framework Hierarchy (227)11.1.2User-Defined Validation (228)11.1.3Element Content (230)11.2Writing a Composite Element (231)11.2.1Designing a New Composite Element (231)11.2.2Processing Other BSP Elements (233)8Contents11.2.3Writing the Composite BSP Element (237)11.2.4Handling of Inner Data BSP Elements (238)11.3 A Deeper Look at BSP Extensions Events (239)11.3.1Introduction to BSP Extension Events (239)11.3.2Rendering Events (240)11.3.3Handling Incoming Events (243)11.3.4Rendering an Event via the <bsp:htmlbEvent> Element (243)11.4Event Handling in Composite Elements (244)11.4.1Extending the Design of the Composite Element (245)11.4.2Using the Composite Element (245)11.4.3Use of IDs (246)11.4.4Integrating into the HTMLB Manager (247)11.4.5Data-Handling (249)11.4.6Event-Handling (250)12Additional BSP Extensions25312.1Business Text Framework (253)12.1.1SAP Example (253)12.1.2BTF Functionality (254)12.1.3Database Storage (255)12.1.4BSP Extension Element (256)12.1.5BTF Editor in the Page Layout (257)12.1.6Preparing the BTF Document (258)12.1.7Retrieving BTF Content on Input (258)12.2Internet Graphics Service (260)12.2.1IGS Setup and Administration (260)12.2.2SAP Examples (261)12.2.3IGS BSP Extension (261)12.2.4Chart Data (262)12.2.5Chart Model Classes (264)12.2.6IGS Customizing (266)12.2.7Image Click Event Handling (267)12.2.8Image Conversion (268)12.3BSP Library (268)12.3.1findAndReplace Element (268)12.3.2htmlbEvent Element (269)12.3.3Portal Integration (270)13MVC—Model View Controller27513.1MVC Design Paradigm (275)13.2Application Structure (275)13.2.1Model (276)13.2.2Controller (277)13.2.3View (283)9Contents13.3.1Getter/Setter methods (286)13.4Dynamic Model Binding (288)13.5Stateless MVC (291)13.5.1XML Serialization of ABAP Objects (291)13.5.2Server Cookie Storage of the XML Stream (292)13.5.3Controller Modifications to Support Serialized Models (293)13.6Building a Pattern Engine with MVC (295)13.6.1The Final ESS Application (297)13.6.2Writing the ESS Application (298)13.6.3Writing the Pattern Engine (301)14Help Systems30714.1F1—Field Level Help (307)14.1.1The Help UI (307)14.1.2Implementing the BSP Extension Element (311)14.1.3BSP Element Properties (311)14.1.4BSP Element Attributes (312)14.1.5Element Handler Class (312)14.1.6BSP F1 Help Controller Method—DO_REQUEST (318)14.1.7Implementing the BSP F1 Help Application—Model (318)14.2Dialog Windows (319)14.3F4—Value Help (322)14.3.1Value Help Requirements (322)14.3.2The Solution (323)14.3.3The New BSP Element (324)14.3.4Input Help Controller (325)14.3.5Input Help View (326)14.3.6Input Help Model (329)15Internationalization33715.1Multiple Language Support (337)15.2Logon Language (338)15.3Unicode (341)15.3.1What is Unicode? (341)15.3.2Unicode in BSP (343)15.4Online Text Repository (OTR) (346)15.4.1Types of OTR: Alias and Long (347)15.4.2Working with OTR from ABAP Code (348)15.4.3Special Note about using OTR (349)10Contents15.5.1OTR (350)15.5.2Field Labels and Quick Info (351)15.6Date Format (352)16Document Handling in BSP35516.1MIME Repository (355)16.2ICM File Handler (357)16.3Handling Non-HTML Documents (358)16.3.1Test Program (359)16.3.2Display Document Inline (361)16.3.3Display Document Inside HTML Page (363)16.3.4Display Document in New Window (366)16.4Data Manipulation (366)16.5Microsoft Excel Download (367)16.5.1Excel Files (368)16.5.2Excel Unicode Text File (369)16.5.3Unicode Formats and Endians with Excel (369)16.5.4Conversion to Binary String (370)16.5.5Addition of the Byte Order Mark (371)16.6Pushing the Excel Content back through the browser (371)16.6.1Push Using the Current RESPONSE Object (371)16.6.2Push Using a Cached Response (372)16.7BSP Extension Element for Excel Download (374)16.7.1The Download Element User Interface (374)16.7.2The Element Properties and Attributes (375)16.7.3Compile Time and Runtime Checks (376)16.7.4Rendering Logic (377)16.7.5Trapping Events (379)16.7.6Calling the Element from a Page Layout (380)16.7.7Event Handler (381)16.7.8Get Structure Definition (385)16.7.9Process Excel Download (386)16.8Alternatives to the MIME Repository (389)16.8.1ICM File Handler (389)16.8.2SAP Content and Cache Server (390)16.9ZIP Tool (392)17Customization39517.1Customization Overview (395)17.2Export—Modify—Import (395)17.3NetWeaver Theme Editor (397)11Contents17.4ALFS—ABAP Look-and-Feel Service (398)17.4.1ALFS Tool Scope (399)17.4.2What is ALFS? (399)17.4.3How Does Customization Normally Work? (401)17.4.4 A New Theme from Five Colors (401)17.4.5Integration into Web AS (402)17.4.6The Source Code: Making It Work (404)17.4.7ALFS Theme Editor in Detail (405)17.5Configure a Theme Root (406)17.6Theme Root White List (406)17.7Error Pages (408)17.7.1Historical BSP Error Pages (408)17.7.2Error Pages—New Approach (409)17.8Logon Application (412)18Skilled in the Art41718.1Field History (417)18.1.1Working with <phtmlb:comboBox> (417)18.1.2Processing the Field History (419)18.2Server-Side Printing (422)18.2.1PRINT Method Interface (423)18.2.2PRINT Method Coding (424)18.2.3Printer Dialog (426)18.3Select-Options/Parameters (429)18.3.1UI Design (430)18.3.2Solution Structure (431)18.3.3Select-Option Controller Class Attributes (432)18.3.4Select-Option Controller Class Coding (432)18.3.5Select-Option Model Class Attributes (434)18.3.6Select-Option Model Class Coding (436)18.3.7Recreating Transaction SE16 (442)19Breaking Out of the Mold44919.1Interactive Excel (449)19.2RSS Feeds (451)19.2.1Consuming an RSS Feed (451)19.2.2HTTP Client (452)19.2.3XML (453)19.2.4BSP Output (454)19.2.5XSLT (456)19.2.6Creating an RSS Feed (457)12Contents19.3Mini-Portal (458)19.3.1Mini-Portal Example 1—Common Page Header (458)19.3.2Mini-Portal Example 2—Portal with Navigation (460)19.3.3Portal within the SAP GUI (464)19.3.4Current Weather Display (466)20Closing471A Appendix—BSP Utility Classes473B The Authors483Index48513ContentsIntroductionThe history of BSP began in the late 1990s. Back then, the SAP Internet Transac-tion Server (ITS) and the SAP Workplace—SAP’s first attempt at a portal—depended heavily on the use of external Web servers. These solutions neither lev-eraged the inherent strengths of the ABAP technology nor re-used current devel-opers’ skill sets.Therein lay the greatest technical challenge to SAP as Web-based technologies became essential to all businesses. Companies began to realize that E-business was still just business and therefore expected their ERP solutions to transition eas-ily into this brave new world.Starting with Release 6.10, SAP began a major overhaul of its ABAP technology stack. The company broke the traditional Basis layer away from the applications that ran on it and renamed this new technology layer Web Application Server (Web AS). But this name change was far more than a marketing move. With this release, SAP had begun to build native Web server technology into the ABAP Ker-nel. No longer would SAP technology be dependent upon external Web serversor programming languages. ABAP itself was now HTTP-enabled!Naturally, ABAP was extended with a new Web development environment, called Business Server Pages (BSP). Like all other ABAP programming tools, BSP is integrated into the ABAP Workbench (SE80) and fully supports the Transport Management System (TMS). And, given its recent birth, BSP also fully embracesthe new ABAP object-oriented technology.Target AudienceThe target audience for this book is anyone who is currently an ABAP developeror who is interested in becoming an ABAP developer. BSP is another tool in the developer’s tool box, one that adds value to any ABAP development team.It does not matter if you have never done BSP development, are a novice BSP developer, or have several years of BSP development under your belt; there should be something for everyone in this book. We attempted to make this the definitive work on the subject of BSP, revealing behind-the-scenes aspects and discussing features in a new way.This book is not based solely on the underlying technology. Several years of expe-rience building real-world BSP applications at a customer site were also used in writing this book. Therefore, you will find solutions and sample source code to15Introductionhelp you overcome common development hurdles. Toward that goal, you will find all the example source code presented in this book on the accompanying CD.On What Releases Can You Use BSP?BSP has been shipped as an integrated part of the ABAP technology stack since Web AS Release 6.10. Release 6.10 contains the functionality to create basic BSP pages with flow logic.With Web AS Release 6.20, SAP introduced major enhancements to the BSP technology: Model View Controller and BSP Extension Elements. With Release6.20, Service Pack 34, a new HTML rendering engine, and a complete new BSPExtension library, PHTMLB, were added. Because of these additional enhance-ments to BSP, customer development should really only be done on Web AS 6.20 with SP34 or higher.SAP continued to enhance BSP with SAP NetWeaver ’04 (Web AS 6.40) and SAP NetWeaver ’04S (Web AS 7.0); however, nearly every feature of BSP is in sync between the major releases. This means that even if you are on an older Web AS6.20, you still reap the benefits of new developments within the NetWeaverreleases. Although you will rarely find in this book that a feature is limited to a specific release, we will point this out when it occurs.With the coverage for BSP within the latest technology releases of ABAP, you will find BSP present in the equivalent releases of the SAP application components as well. This means, for instance, that R/3 Enterprise (with or without Extension Set1.10 and2.00) and mySAP ERP 2005 (also known as Enterprise Core Component5.00 or ECC 5.00) both contain the technology necessary to create BSP applica-tions.BSP vs. Web Dynpro ABAPIn the past year, much of the attention within the SAP world has focused on SAP’s next generation technology: Web Dynpro. As this book goes to print, Web Dyn-pro for ABAP is scheduled for general availability in spring of 2006.In truth, Web Dynpro contains many of the enhancements that BSP developers have always wanted. Enhancements like built-in value-help and select options will become standard in Web Dynpro, but must be added by the customer into the BSP environment. Do not worry, however: The task of adding many of these enhancements to BSP is the subject of the last one-third of this book.All this begs the question: If Web Dynpro ABAP (WDA) is so great, why continue to use BSP (or for that matter why write a book about it?). There are several archi-16Introductiontectural differences between BSP and WDA. WDA may have some more advanced features compared to BSP, but it is a far more restrictive framework. First of all, WDA is stateful only. BSP supports both stateful and stateless pro-gramming models. Stateless programming is essential to high-performance Inter-net-facing applications.WDA is also designed to be future-proof, obscuring the specific client’s rendering technology. As a consequence, the tool does not allow low-level access to include your own custom HTML, JavaScript, or other controls. WDA targets the browser today, but tomorrow it might well be running within a smart client using entirely different technologies (such as XML and native UI controls). To keep this technol-ogy switch possible, the rendering logic is completely hidden from the developer, presenting only an abstract UI layer with abstract controls. On the other hand, BSP has no such restrictions. BSP is strictly centered on browser-based deploy-ment and therefore allows an extreme level of custom rendering. This makes BSPa perfect platform for applications that require pixel-perfect layout or specializedUI elements.The other aspect to consider is that Web Dynpro ABAP will not be available until NetWeaver ’04S. Therefore, you must upgrade your existing system to be able to use these new development tools. BSP, on the other hand, has been available for several years and is included in the vast majority of supported SAP product releases. For several more years, BSP may be your only choice for Web develop-ment using the ABAP language.AcknowledgementsFirst, we would like to thank the SAP Developer Network (SDN) content team, particularly Mark Finnern and Craig Cmehil, for not only providing a great servicein the form of SDN, but also making sure that BSP has its comfortable little home there.This book itself has deep roots within SDN. In fact, it is doubtful that it would exist at all if were not for SDN. Several sections of the book have their roots as SDN weblogs. The two authors of this book (who to this day have never met in person or even spoken on the phone) would likely never have crossed paths wereit not for the virtual community that is SDN.For their support, guidance and suggestions, Thomas would like to thank co-workers and friends: Chris Cassidy, Sam Mason, Lynn Scheu, and Sandy Smith. A special thanks goes to Steffen Knoeller, who behind the scenes has influenced many chapters in this book, without even knowing it!17AcknowledgementsBrian would wish to thank the complete team that made BSP happen. There is Albert Becker, who showed a team can work across many groups, and who taught the lesson late one night that VPs still know how to debug ABAP code. There are the ICM colleagues, Oliver Luik and Bernhard Braun, who measured performance in CPU cycles and give a new appreciation for “blazing fast.” Not to be forgotten are their partners in crime, the ICF colleagues: Masoud Aghadavoodi, Christoph Hofmann, and Daniel Walz, who has helped many hours so that we could write our first Web-based logon application. Then there are the men in black, the secu-rity group: Wolfgang Janzen and Martin Rex. The last import group required to start the project was the ABAP Language Group: Andreas Blumenthal, who fights like a lion for anything with ABAP stamped on it and who did a lot for BSP (even although it was not called ABAP Server Pages!); Holger Janz, who taught me the elegance of ABAP programming; Jürgen Lehmann and Peter Januschke, who taught me the complexities of compiler writing in ABAP and that it is actually quiet easy; Klaus Ziegler and Kay Mueller-Silva, who integrated JavaScript, Ulrich Elsaesser, who always used a short pencil for the pre-compiler; and the x-team, Karsten Bohlmann (XSLT) and Rupert Hieble (XML).In building BSP itself, the Workbench needed minor tweaking, plus some hard development by: Sigrun Wintzheimer, Michael Wenz, Margarethe Czarnecki, Andreas Herrmann, and, of course, Jürgen Remmel. The runtime was done by our small group: Rüdiger Kretschmer, who had the idea (and together with a col-league wrote the first ABAP book, and always knows the answers to everything or knows someone that knows); Björn Goerke who hacked the runtime years ago;Regina Breuer who did MVC; Jutta Bindewald, and Arndt Rosenthal.And then there is Steffen Knoeller, who shared my office for years and taught me HTML. Quality management was done by Michael Lottbrein, who rolled the first sneak preview out the door, Judith Rabetge, and Rainer Liebisch. Heidi von Gei-sau and Tina Haug wrote all documentation. Our first support steps were handled by Dongyan Zhao. Not to be forgotten is our extended support troop: Artem Gratchev, Vitaly Romanko, Yulia Kuznetsova, Dmitry Vladimirov, and Andrey Ali-mov. They not only taught me two words in Russian, but they also showed each and every time that the trickiest problems are theirs to solve! Finally, a good product required a few good salesmen: Axel Kurka (who passed away unexpect-edly and before his time; we will remember him fondly) and Dirk Feeken, who came up with the BSP name over lunch!Brian can only say: It is still a great team!For his guidance and patience, we wish to thank our publisher from Galileo Press, Florian Zimniak. Although we broke every rule and deadline he gave us, he stuck18Introductionwith us till the end. We also thank John Parker of SAP PRESS America for his edi-torial skills and for also putting up with our rule-breaking nature.Finally we must thank our families who put up with us through this experience. Without the support of our wives, Shari and Anja, we would never have pulled it through.19Acknowledgements11Creating your own BSP ExtensionElementWe already have seen in the last few chapters how powerful the BSPExtension Framework is. Fortunately, this is also an open technologyframework that allows SAP’s customers to build their own BSP exten-sions and to combine existing extensions to create composite ele-ments.11.1Creating a BSP Extension ElementIn Chapter 9, we took a close look at how BSP extension elements are structuredin order to better understand how to use them. However, this only scratched the surface of what lies within the BSP extension element. Before we begin the pro-cess of writing our own elements, it is important to study in detail the most important part of an extension element: its element-handler class.11.1.1Extension Framework HierarchyThe element-handler class actually represents an inherited hierarchy of class objects that all come together to form the extension framework. It is important to build this inheritance hierarchy correctly, because much of the functionality wewill code within our handler will be placed inside of redefinitions of inherited methods.The core extension framework comprises two objects, IF_BSP_ELEMENT and CL_BSP_ELEMENT. IF_BSP_ELEMENT defines all the core methods and attributes forthe extension framework. CL_BSP_ELEMENT implements the IF_BSP_ELEMENT interface and provides the basic functions that support all BSP extension ele-ments.There are two more objects within this hierarchy, both specific to the individual extension element. The first is a generated basis class, usually created with the fol-lowing naming standard:(Z)CL G_<EXTENSION>_<ELEMENT>This class is automatically generated by the BSP development environment. Whenyou define attributes for your extension element inside the BSP extension editor, these attributes will be generated as public attributes of this basis class. This class should also inherit from CL_BSP_ELEMENT and provide the specific constructorfor the element. By dynamically generating this class, all the attributes of your ele-ment can be strictly typed and checked at compile time.227Creating your own BSP Extension ElementThe final object is the core handler class itself. It should inherit from the generated basis class, and its name is completely user definable. However it is probably good form to following a naming standard such as the following:(Z)CL_<EXTENSION>_<ELEMENT>This class is where you will be spending most of your time as an element author.This class has the method redefinitions and any specific methods or attributes needed to implement the element.11.1.2User-Defined ValidationBSP extension elements are unique among the ABAP language tools in their approach to input validation. The extension runtime gives you the opportunity to code different validation routines that will be executed at runtime and compile time. That means that the syntax check of a BSP page will fire validation code that you can write. This gives you the ability to throw compiler errors for your own elements.In order to implement user-defined validation, we must redefine two methods in our handler class that were inherited down from IF_BSP_ELEMENT.The first method is COMPILE_TIME_IS_VALID. This is where we will code our compile time checks. SAP provides a series of validation methods (in class CL_ BSP_ELEMENT_CT_ATTR_VALID), which assist in this process. In addition to pro-viding simple checks, these methods also properly convert attribute-input string values into Boolean and integers values where necessary.What follows are coding examples for the validation routines of a fictional BSP Extension Element. They contain common types of checks in order to demon-strate the different possible techniques.METHOD if_bsp_element~compile_time_is_valid .validator->to_enum( name = 'Color'enums = 'RED/BLUE/GREEN' ).validator->to_enum( name = 'alignment'enums = 'LEFT/RIGHT' ).validator->to_boolean( name = 'disabled' ).validator->to_integer( name = 'size' ).valid = validator->m_all_values_valid.ENDMETHOD.We also have the method RUNTIME_IS_VALID. This method is useful for checking attribute values that are supplied dynamically, such as through BSP expressions228Creating your own BSP Extension Element(<%=...%>) only at runtime, or for attributes whose values are transformed into another data type.METHOD if_bsp_element~runtime_is_valid.get_class_named_parent(class_name = 'CL_HTMLB_CONTENT' ).IF runtime_parms = '/*/' OR runtime_parms CS 'alignment'.alignment = m_validator->to_enum(name = 'alignment'value = alignmentenums = 'LEFT/RIGHT'required = space ).ENDIF.IF runtime_parms = '/*/' OR runtime_parms CS 'disabled'.disabled = m_validator->bindable_to_boolean(name = 'disabled'value = disabledbinding_path = _disabledpage_context = m_page_context ).ENDIF.IF runtime_parms = '/*/' OR runtime_parms CS 'size'.size = m_validator->bindable_to_integer(name = 'size'value = sizebinding_path = _sizepage_context = m_page_context ).ENDIF.ENDMETHOD.The first line in the runtime validation method checks that this BSP element is used with an <htmlb:content> element. It is not possible to check this at com-pile time, as different elements can be used in different views, and these are com-piled separately. We surround each of our dynamic value checks with an IF checkfor performance. That way we only perform validation routines on attributes that actually have values set dynamically.It is important to note that these two validation methods will only be called if the User-Defined Validation option is selected in the BSP Element Properties. That way, if you have no validations that you wish to perform in your element, you can save the time that it would have taken for the framework to make calls into simply empty methods.229Creating a BSP Extension Element。
OSHA现场作业手册说明书
DIRECTIVE NUMBER: CPL 02-00-150 EFFECTIVE DATE: April 22, 2011 SUBJECT: Field Operations Manual (FOM)ABSTRACTPurpose: This instruction cancels and replaces OSHA Instruction CPL 02-00-148,Field Operations Manual (FOM), issued November 9, 2009, whichreplaced the September 26, 1994 Instruction that implemented the FieldInspection Reference Manual (FIRM). The FOM is a revision of OSHA’senforcement policies and procedures manual that provides the field officesa reference document for identifying the responsibilities associated withthe majority of their inspection duties. This Instruction also cancels OSHAInstruction FAP 01-00-003 Federal Agency Safety and Health Programs,May 17, 1996 and Chapter 13 of OSHA Instruction CPL 02-00-045,Revised Field Operations Manual, June 15, 1989.Scope: OSHA-wide.References: Title 29 Code of Federal Regulations §1903.6, Advance Notice ofInspections; 29 Code of Federal Regulations §1903.14, Policy RegardingEmployee Rescue Activities; 29 Code of Federal Regulations §1903.19,Abatement Verification; 29 Code of Federal Regulations §1904.39,Reporting Fatalities and Multiple Hospitalizations to OSHA; and Housingfor Agricultural Workers: Final Rule, Federal Register, March 4, 1980 (45FR 14180).Cancellations: OSHA Instruction CPL 02-00-148, Field Operations Manual, November9, 2009.OSHA Instruction FAP 01-00-003, Federal Agency Safety and HealthPrograms, May 17, 1996.Chapter 13 of OSHA Instruction CPL 02-00-045, Revised FieldOperations Manual, June 15, 1989.State Impact: Notice of Intent and Adoption required. See paragraph VI.Action Offices: National, Regional, and Area OfficesOriginating Office: Directorate of Enforcement Programs Contact: Directorate of Enforcement ProgramsOffice of General Industry Enforcement200 Constitution Avenue, NW, N3 119Washington, DC 20210202-693-1850By and Under the Authority ofDavid Michaels, PhD, MPHAssistant SecretaryExecutive SummaryThis instruction cancels and replaces OSHA Instruction CPL 02-00-148, Field Operations Manual (FOM), issued November 9, 2009. The one remaining part of the prior Field Operations Manual, the chapter on Disclosure, will be added at a later date. This Instruction also cancels OSHA Instruction FAP 01-00-003 Federal Agency Safety and Health Programs, May 17, 1996 and Chapter 13 of OSHA Instruction CPL 02-00-045, Revised Field Operations Manual, June 15, 1989. This Instruction constitutes OSHA’s general enforcement policies and procedures manual for use by the field offices in conducting inspections, issuing citations and proposing penalties.Significant Changes∙A new Table of Contents for the entire FOM is added.∙ A new References section for the entire FOM is added∙ A new Cancellations section for the entire FOM is added.∙Adds a Maritime Industry Sector to Section III of Chapter 10, Industry Sectors.∙Revises sections referring to the Enhanced Enforcement Program (EEP) replacing the information with the Severe Violator Enforcement Program (SVEP).∙Adds Chapter 13, Federal Agency Field Activities.∙Cancels OSHA Instruction FAP 01-00-003, Federal Agency Safety and Health Programs, May 17, 1996.DisclaimerThis manual is intended to provide instruction regarding some of the internal operations of the Occupational Safety and Health Administration (OSHA), and is solely for the benefit of the Government. No duties, rights, or benefits, substantive or procedural, are created or implied by this manual. The contents of this manual are not enforceable by any person or entity against the Department of Labor or the United States. Statements which reflect current Occupational Safety and Health Review Commission or court precedents do not necessarily indicate acquiescence with those precedents.Table of ContentsCHAPTER 1INTRODUCTIONI.PURPOSE. ........................................................................................................... 1-1 II.SCOPE. ................................................................................................................ 1-1 III.REFERENCES .................................................................................................... 1-1 IV.CANCELLATIONS............................................................................................. 1-8 V. ACTION INFORMATION ................................................................................. 1-8A.R ESPONSIBLE O FFICE.......................................................................................................................................... 1-8B.A CTION O FFICES. .................................................................................................................... 1-8C. I NFORMATION O FFICES............................................................................................................ 1-8 VI. STATE IMPACT. ................................................................................................ 1-8 VII.SIGNIFICANT CHANGES. ............................................................................... 1-9 VIII.BACKGROUND. ................................................................................................. 1-9 IX. DEFINITIONS AND TERMINOLOGY. ........................................................ 1-10A.T HE A CT................................................................................................................................................................. 1-10B. C OMPLIANCE S AFETY AND H EALTH O FFICER (CSHO). ...........................................................1-10B.H E/S HE AND H IS/H ERS ..................................................................................................................................... 1-10C.P ROFESSIONAL J UDGMENT............................................................................................................................... 1-10E. W ORKPLACE AND W ORKSITE ......................................................................................................................... 1-10CHAPTER 2PROGRAM PLANNINGI.INTRODUCTION ............................................................................................... 2-1 II.AREA OFFICE RESPONSIBILITIES. .............................................................. 2-1A.P ROVIDING A SSISTANCE TO S MALL E MPLOYERS. ...................................................................................... 2-1B.A REA O FFICE O UTREACH P ROGRAM. ............................................................................................................. 2-1C. R ESPONDING TO R EQUESTS FOR A SSISTANCE. ............................................................................................ 2-2 III. OSHA COOPERATIVE PROGRAMS OVERVIEW. ...................................... 2-2A.V OLUNTARY P ROTECTION P ROGRAM (VPP). ........................................................................... 2-2B.O NSITE C ONSULTATION P ROGRAM. ................................................................................................................ 2-2C.S TRATEGIC P ARTNERSHIPS................................................................................................................................. 2-3D.A LLIANCE P ROGRAM ........................................................................................................................................... 2-3 IV. ENFORCEMENT PROGRAM SCHEDULING. ................................................ 2-4A.G ENERAL ................................................................................................................................................................. 2-4B.I NSPECTION P RIORITY C RITERIA. ..................................................................................................................... 2-4C.E FFECT OF C ONTEST ............................................................................................................................................ 2-5D.E NFORCEMENT E XEMPTIONS AND L IMITATIONS. ....................................................................................... 2-6E.P REEMPTION BY A NOTHER F EDERAL A GENCY ........................................................................................... 2-6F.U NITED S TATES P OSTAL S ERVICE. .................................................................................................................. 2-7G.H OME-B ASED W ORKSITES. ................................................................................................................................ 2-8H.I NSPECTION/I NVESTIGATION T YPES. ............................................................................................................... 2-8 V.UNPROGRAMMED ACTIVITY – HAZARD EVALUATION AND INSPECTION SCHEDULING ............................................................................ 2-9 VI.PROGRAMMED INSPECTIONS. ................................................................... 2-10A.S ITE-S PECIFIC T ARGETING (SST) P ROGRAM. ............................................................................................. 2-10B.S CHEDULING FOR C ONSTRUCTION I NSPECTIONS. ..................................................................................... 2-10C.S CHEDULING FOR M ARITIME I NSPECTIONS. ............................................................................. 2-11D.S PECIAL E MPHASIS P ROGRAMS (SEP S). ................................................................................... 2-12E.N ATIONAL E MPHASIS P ROGRAMS (NEP S) ............................................................................... 2-13F.L OCAL E MPHASIS P ROGRAMS (LEP S) AND R EGIONAL E MPHASIS P ROGRAMS (REP S) ............ 2-13G.O THER S PECIAL P ROGRAMS. ............................................................................................................................ 2-13H.I NSPECTION S CHEDULING AND I NTERFACE WITH C OOPERATIVE P ROGRAM P ARTICIPANTS ....... 2-13CHAPTER 3INSPECTION PROCEDURESI.INSPECTION PREPARATION. .......................................................................... 3-1 II.INSPECTION PLANNING. .................................................................................. 3-1A.R EVIEW OF I NSPECTION H ISTORY .................................................................................................................... 3-1B.R EVIEW OF C OOPERATIVE P ROGRAM P ARTICIPATION .............................................................................. 3-1C.OSHA D ATA I NITIATIVE (ODI) D ATA R EVIEW .......................................................................................... 3-2D.S AFETY AND H EALTH I SSUES R ELATING TO CSHO S.................................................................. 3-2E.A DVANCE N OTICE. ................................................................................................................................................ 3-3F.P RE-I NSPECTION C OMPULSORY P ROCESS ...................................................................................................... 3-5G.P ERSONAL S ECURITY C LEARANCE. ................................................................................................................. 3-5H.E XPERT A SSISTANCE. ........................................................................................................................................... 3-5 III. INSPECTION SCOPE. ......................................................................................... 3-6A.C OMPREHENSIVE ................................................................................................................................................... 3-6B.P ARTIAL. ................................................................................................................................................................... 3-6 IV. CONDUCT OF INSPECTION .............................................................................. 3-6A.T IME OF I NSPECTION............................................................................................................................................. 3-6B.P RESENTING C REDENTIALS. ............................................................................................................................... 3-6C.R EFUSAL TO P ERMIT I NSPECTION AND I NTERFERENCE ............................................................................. 3-7D.E MPLOYEE P ARTICIPATION. ............................................................................................................................... 3-9E.R ELEASE FOR E NTRY ............................................................................................................................................ 3-9F.B ANKRUPT OR O UT OF B USINESS. .................................................................................................................... 3-9G.E MPLOYEE R ESPONSIBILITIES. ................................................................................................. 3-10H.S TRIKE OR L ABOR D ISPUTE ............................................................................................................................. 3-10I. V ARIANCES. .......................................................................................................................................................... 3-11 V. OPENING CONFERENCE. ................................................................................ 3-11A.G ENERAL ................................................................................................................................................................ 3-11B.R EVIEW OF A PPROPRIATION A CT E XEMPTIONS AND L IMITATION. ..................................................... 3-13C.R EVIEW S CREENING FOR P ROCESS S AFETY M ANAGEMENT (PSM) C OVERAGE............................. 3-13D.R EVIEW OF V OLUNTARY C OMPLIANCE P ROGRAMS. ................................................................................ 3-14E.D ISRUPTIVE C ONDUCT. ...................................................................................................................................... 3-15F.C LASSIFIED A REAS ............................................................................................................................................. 3-16VI. REVIEW OF RECORDS. ................................................................................... 3-16A.I NJURY AND I LLNESS R ECORDS...................................................................................................................... 3-16B.R ECORDING C RITERIA. ...................................................................................................................................... 3-18C. R ECORDKEEPING D EFICIENCIES. .................................................................................................................. 3-18 VII. WALKAROUND INSPECTION. ....................................................................... 3-19A.W ALKAROUND R EPRESENTATIVES ............................................................................................................... 3-19B.E VALUATION OF S AFETY AND H EALTH M ANAGEMENT S YSTEM. ....................................................... 3-20C.R ECORD A LL F ACTS P ERTINENT TO A V IOLATION. ................................................................................. 3-20D.T ESTIFYING IN H EARINGS ................................................................................................................................ 3-21E.T RADE S ECRETS. ................................................................................................................................................. 3-21F.C OLLECTING S AMPLES. ..................................................................................................................................... 3-22G.P HOTOGRAPHS AND V IDEOTAPES.................................................................................................................. 3-22H.V IOLATIONS OF O THER L AWS. ....................................................................................................................... 3-23I.I NTERVIEWS OF N ON-M ANAGERIAL E MPLOYEES .................................................................................... 3-23J.M ULTI-E MPLOYER W ORKSITES ..................................................................................................................... 3-27 K.A DMINISTRATIVE S UBPOENA.......................................................................................................................... 3-27 L.E MPLOYER A BATEMENT A SSISTANCE. ........................................................................................................ 3-27 VIII. CLOSING CONFERENCE. .............................................................................. 3-28A.P ARTICIPANTS. ..................................................................................................................................................... 3-28B.D ISCUSSION I TEMS. ............................................................................................................................................ 3-28C.A DVICE TO A TTENDEES .................................................................................................................................... 3-29D.P ENALTIES............................................................................................................................................................. 3-30E.F EASIBLE A DMINISTRATIVE, W ORK P RACTICE AND E NGINEERING C ONTROLS. ............................ 3-30F.R EDUCING E MPLOYEE E XPOSURE. ................................................................................................................ 3-32G.A BATEMENT V ERIFICATION. ........................................................................................................................... 3-32H.E MPLOYEE D ISCRIMINATION .......................................................................................................................... 3-33 IX. SPECIAL INSPECTION PROCEDURES. ...................................................... 3-33A.F OLLOW-UP AND M ONITORING I NSPECTIONS............................................................................................ 3-33B.C ONSTRUCTION I NSPECTIONS ......................................................................................................................... 3-34C. F EDERAL A GENCY I NSPECTIONS. ................................................................................................................. 3-35CHAPTER 4VIOLATIONSI. BASIS OF VIOLATIONS ..................................................................................... 4-1A.S TANDARDS AND R EGULATIONS. .................................................................................................................... 4-1B.E MPLOYEE E XPOSURE. ........................................................................................................................................ 4-3C.R EGULATORY R EQUIREMENTS. ........................................................................................................................ 4-6D.H AZARD C OMMUNICATION. .............................................................................................................................. 4-6E. E MPLOYER/E MPLOYEE R ESPONSIBILITIES ................................................................................................... 4-6 II. SERIOUS VIOLATIONS. .................................................................................... 4-8A.S ECTION 17(K). ......................................................................................................................... 4-8B.E STABLISHING S ERIOUS V IOLATIONS ............................................................................................................ 4-8C. F OUR S TEPS TO BE D OCUMENTED. ................................................................................................................... 4-8 III. GENERAL DUTY REQUIREMENTS ............................................................. 4-14A.E VALUATION OF G ENERAL D UTY R EQUIREMENTS ................................................................................. 4-14B.E LEMENTS OF A G ENERAL D UTY R EQUIREMENT V IOLATION.............................................................. 4-14C. U SE OF THE G ENERAL D UTY C LAUSE ........................................................................................................ 4-23D.L IMITATIONS OF U SE OF THE G ENERAL D UTY C LAUSE. ..............................................................E.C LASSIFICATION OF V IOLATIONS C ITED U NDER THE G ENERAL D UTY C LAUSE. ..................F. P ROCEDURES FOR I MPLEMENTATION OF S ECTION 5(A)(1) E NFORCEMENT ............................ 4-25 4-27 4-27IV.OTHER-THAN-SERIOUS VIOLATIONS ............................................... 4-28 V.WILLFUL VIOLATIONS. ......................................................................... 4-28A.I NTENTIONAL D ISREGARD V IOLATIONS. ..........................................................................................4-28B.P LAIN I NDIFFERENCE V IOLATIONS. ...................................................................................................4-29 VI. CRIMINAL/WILLFUL VIOLATIONS. ................................................... 4-30A.A REA D IRECTOR C OORDINATION ....................................................................................................... 4-31B.C RITERIA FOR I NVESTIGATING P OSSIBLE C RIMINAL/W ILLFUL V IOLATIONS ........................ 4-31C. W ILLFUL V IOLATIONS R ELATED TO A F ATALITY .......................................................................... 4-32 VII. REPEATED VIOLATIONS. ...................................................................... 4-32A.F EDERAL AND S TATE P LAN V IOLATIONS. ........................................................................................4-32B.I DENTICAL S TANDARDS. .......................................................................................................................4-32C.D IFFERENT S TANDARDS. .......................................................................................................................4-33D.O BTAINING I NSPECTION H ISTORY. .....................................................................................................4-33E.T IME L IMITATIONS..................................................................................................................................4-34F.R EPEATED V. F AILURE TO A BATE....................................................................................................... 4-34G. A REA D IRECTOR R ESPONSIBILITIES. .............................................................................. 4-35 VIII. DE MINIMIS CONDITIONS. ................................................................... 4-36A.C RITERIA ................................................................................................................................................... 4-36B.P ROFESSIONAL J UDGMENT. ..................................................................................................................4-37C. A REA D IRECTOR R ESPONSIBILITIES. .............................................................................. 4-37 IX. CITING IN THE ALTERNATIVE ............................................................ 4-37 X. COMBINING AND GROUPING VIOLATIONS. ................................... 4-37A.C OMBINING. ..............................................................................................................................................4-37B.G ROUPING. ................................................................................................................................................4-38C. W HEN N OT TO G ROUP OR C OMBINE. ................................................................................................4-38 XI. HEALTH STANDARD VIOLATIONS ....................................................... 4-39A.C ITATION OF V ENTILATION S TANDARDS ......................................................................................... 4-39B.V IOLATIONS OF THE N OISE S TANDARD. ...........................................................................................4-40 XII. VIOLATIONS OF THE RESPIRATORY PROTECTION STANDARD(§1910.134). ....................................................................................................... XIII. VIOLATIONS OF AIR CONTAMINANT STANDARDS (§1910.1000) ... 4-43 4-43A.R EQUIREMENTS UNDER THE STANDARD: .................................................................................................. 4-43B.C LASSIFICATION OF V IOLATIONS OF A IR C ONTAMINANT S TANDARDS. ......................................... 4-43 XIV. CITING IMPROPER PERSONAL HYGIENE PRACTICES. ................... 4-45A.I NGESTION H AZARDS. .................................................................................................................................... 4-45B.A BSORPTION H AZARDS. ................................................................................................................................ 4-46C.W IPE S AMPLING. ............................................................................................................................................. 4-46D.C ITATION P OLICY ............................................................................................................................................ 4-46 XV. BIOLOGICAL MONITORING. ...................................................................... 4-47CHAPTER 5CASE FILE PREPARATION AND DOCUMENTATIONI.INTRODUCTION ............................................................................................... 5-1 II.INSPECTION CONDUCTED, CITATIONS BEING ISSUED. .................... 5-1A.OSHA-1 ................................................................................................................................... 5-1B.OSHA-1A. ............................................................................................................................... 5-1C. OSHA-1B. ................................................................................................................................ 5-2 III.INSPECTION CONDUCTED BUT NO CITATIONS ISSUED .................... 5-5 IV.NO INSPECTION ............................................................................................... 5-5 V. HEALTH INSPECTIONS. ................................................................................. 5-6A.D OCUMENT P OTENTIAL E XPOSURE. ............................................................................................................... 5-6B.E MPLOYER’S O CCUPATIONAL S AFETY AND H EALTH S YSTEM. ............................................................. 5-6 VI. AFFIRMATIVE DEFENSES............................................................................. 5-8A.B URDEN OF P ROOF. .............................................................................................................................................. 5-8B.E XPLANATIONS. ..................................................................................................................................................... 5-8 VII. INTERVIEW STATEMENTS. ........................................................................ 5-10A.G ENERALLY. ......................................................................................................................................................... 5-10B.CSHO S SHALL OBTAIN WRITTEN STATEMENTS WHEN: .......................................................................... 5-10C.L ANGUAGE AND W ORDING OF S TATEMENT. ............................................................................................. 5-11D.R EFUSAL TO S IGN S TATEMENT ...................................................................................................................... 5-11E.V IDEO AND A UDIOTAPED S TATEMENTS. ..................................................................................................... 5-11F.A DMINISTRATIVE D EPOSITIONS. .............................................................................................5-11 VIII. PAPERWORK AND WRITTEN PROGRAM REQUIREMENTS. .......... 5-12 IX.GUIDELINES FOR CASE FILE DOCUMENTATION FOR USE WITH VIDEOTAPES AND AUDIOTAPES .............................................................. 5-12 X.CASE FILE ACTIVITY DIARY SHEET. ..................................................... 5-12 XI. CITATIONS. ..................................................................................................... 5-12A.S TATUTE OF L IMITATIONS. .............................................................................................................................. 5-13B.I SSUING C ITATIONS. ........................................................................................................................................... 5-13C.A MENDING/W ITHDRAWING C ITATIONS AND N OTIFICATION OF P ENALTIES. .................................. 5-13D.P ROCEDURES FOR A MENDING OR W ITHDRAWING C ITATIONS ............................................................ 5-14 XII. INSPECTION RECORDS. ............................................................................... 5-15A.G ENERALLY. ......................................................................................................................................................... 5-15B.R ELEASE OF I NSPECTION I NFORMATION ..................................................................................................... 5-15C. C LASSIFIED AND T RADE S ECRET I NFORMATION ...................................................................................... 5-16。
伊藤町零碳酒店_Itomachi_Hotel
竹构坦普尔酒店项目地点:墨西哥穆赫雷斯岛(女人岛)建筑设计:Arquitectura Mixta首席设计:Javier Uma Creuheras, Luis Alejandro Cuesta 项目管理:Mauricio Casian 主要建筑师:Mauricio Casian项目团队:Claudia Vallejo, Alejandra Ibujés 开发商:Jorge Macari - JAM CAPITAL SAPI DE CV 结构工程:Jokin Luisa项目施工:Arquitectura Mixta 室内设计:Nadja Borras 建筑面积:593 平方米项目年份:2023年项目摄影:Pacha Mother / Adrian HernandezLocation: Isla Mujeres, Mexico Architects: Arquitectura Mixta Lead Architects : Javier Uma Creuheras, Luis Alejandro Cuesta Project Management: Mauricio Casian Main Architect: Mauricio Casian Project Team: Claudia Vallejo, Alejandra Ibujés Developer: Jorge Macari - JAM CAPITAL SAPI DE CV Structural Engineer: Jokin Luisa Construction: Arquitectura Mixta Interior Design : Nadja Borras Area: 593 m²Year: 2023Photographs: Pacha Mother / Adrian Hernandez Bamboo Temple Hotel Arquitectura Mixta为“女人岛秘密印象”酒店开发的结构受到该项目独特的自然和地理环境的启发。
土建专业毕业设计外文翻译--高层建筑设计的持续发展策略与研讨
Strategies and Sustainability Consideration in HighriseBuilding- A Malaysian Case Study.ABSTRACT :High-rise building is a growing phenomenon in many cities around the world. If international building and urbanization trends are any indication, more and more people the world over will have to live and work in high-rise building due to the lack of developable land in the urban area. Tall buildings also provide a sensible solution for sustaining a high-density development by optimizing the use of air space while relieving more ground floor space for amenity and greenery.This paper is focusing on a casestudy in Kuala Lumpur in the form ofa proposed mixed developmentdesigned by the author in KualaLumpur, Malaysia. The total grossfloor area of the project is about400,000 square meter or 4.3 millionsquare feet. It is consisting of a carpark and retail cum commercialpodium with five tower blocksranging from 37 stories to 77 storiesconsisting of offices, condominiumsand service apartments.The proposed project is situatedin a very interesting part of town.The development is partially to bebuilt above the Klang River that runsthrough the heart of Kuala Lumpur.On the south of the river is theestablished part of Kuala Lumpurwith building such as Petronas Twin Tower which until recently was the tallest building in the world. On the north of the river is Kampung Baru, an area mostly neglected in the overall development of the city. This project will use the opportunity of building across the river to connect two parts of the city together and helps to speed up the physical and social development of Kampung Baru which is lack behind the rest of the city in the overall development of the city.A number of design principles for the tropical high-rise prototype are explored in this project beginning with the study of sun’s path and geometr y. Many environmentally friendly devices such as sky terrace, sky garden and open to sky central court are introduced. The project also looks at the aspect of climatically appropriate form for the high-rise building in the hot-humid tropical climate. On the issues of architectural planning, this project is also planned as “cities in the tropicalsky”, with carefully planned sky garden at podium and roof levels, sky pedestrian linkages, public zones, a wide variety of uses, stunning vistas and a sense of place extended upwards.During the early 1980s, increasing urban migration to the cities of Kuala Lumpur and a rising middle-class population resulted in an extraordinary demand for mass residential housing in Malaysia, ranging from high-end and luxury bungalows for upper income people, medium-cost linkhouses to low-cost apartments and condominiums for middle and lower income people respectively. Infact not only the population of Kuala Lumpur expand, but outside the capital residential development expanded rapidly to cope with the demand for housing.Mass housing implies housing on a large scale. It is a challenge to provide mass housing and residential designs that are interesting, user-oriented, personalized, image giving, architecturally innovative, pleasing and at the same time cost effective. Since housing is for a group of people, the designer’s task is to ensure that the majority’s needs are fulfilled.1.Social ConsiderationIt is important to understand the housing design requirements especially in a multiracial society like Malaysia, where the diverse cultures and races as well as various income groups demand different housing solution.1.1 Racial GroupsThere are three major races in Malaysia: Malay, Chinese and Indian. Each has distinctive cultural practice and traditions. However, having lived together in the country for more than three decades since Independence in 1957, a great deal of integration has taken place. In cities, where Western influence is most obvious, the diversity in life expressed through preference of housing needs between several racial groups has lessen. In fact, in this urban context, the main factors that categories various housing groups are the income level rather than racial differences.Income level determines the scope of choice. The higher the income levels; the wider and more flexibles would be the housing choice. Likewise, as the economic level of a housing group reduces, the housing choice would be more basic and restrictive.1.2 DensityDensity is normally measured either in number of units per acre or number of persons per acre. In Kuala Lumpur, density at 60 persons per acre or equivalent to 20 units per acre would be considered to be average. In the city center of Kuala Lumpur nowadays, density of up to 400 persons per acre, equivalent to 134 units per acre or more is becoming common.Density determines the housing forms and buildings types. Certain configuration would be able to achieve higher density. However, this would leave minimum open space for recreational use. Information such as this would allow us to formulate development and design decisions.1.3 Climatic Considerations1.3.1 OrientationMost of the Malaysian favored orientation to the north-south direction to minimize solar penetration into the living quarters. East orientation is also desirable as this direction is considered to be tolerable since the morning sun is not as hot as the afternoon sun. Features such as overhangs, hoods or even balconies should be provided to serve as shading devices.1.3.2 VentilationThis is a very important consideration in the Malaysian context where the climate is both hot and humid. For reason of comfort and economy, natural ventilation is always preferred and provided to all useable and habitable rooms.1.4 Housing Estate in Kuala LumpurSince the late 1970s, housing developments have mushroomed in all parts of the country particularly in the city of Kuala Lumpur. The housing projects are all home to ten of thousands of people who either work in the surrounding areas or who commute daily to the nation’s capital, Kuala Lumpur.The design and planning of houses built in the many township across the country is fairly standard and similarly. Derive from the planning of the 18th century shophouses, the deep designs of the typical units often result in a lack of adequate daylight and natural ventilation in the inner spaces.This rapid in-migration resulted in the growth of squatter areas in major towns, which were characterized by over-crowding, poor living conditions and inadequate amenities. The inadequate of land, amenities and services in this case exacerbate the poor housing condition.During 1984 various regulation were imposed, Uniform Building By-laws to ensure that clerestory windows and high-volume spaces were incorporated in the design to circumvent these inadequacies. Most, however were implemented purely to satisfy the by-law requirements without any serious thought to the practically and workability of such elements.2. Vernacular Architecture2.1 BungalowsThe bungalow in Malaysia refers to a much more substantial detached house. As in a Malay Village, the typical bungalow and its cluster of ancillary buildings were set in large ‘compound’, emerged as a large, airly, detached, two-storey house. Constructed of timber or brick, covered by a hipped pantile roof with a porte-cochere. The main building usually connected to the kitchen and servants’ quarters by means of a covered walkway, forming an I-shaped plan. Around all sides of the house was a series of full-length windows with moulded reveals, timber shutters and balustrade rails. The surrounding compound was planted with tropical produce.Trend however, was very much set by the suburban lifestyle of the Europeans. The true ‘colonial bungalow’ was taken to new heights by European s ettlers such as government, officials, merchants and planters. Set in extensive gardens, this house tended to be dignified and plain, with deep verandah protected by bamboo chiks and constructed using the best timber from the Malaysia forest. As soon as plumbing was introduced, large bathrooms were installed. Houses like this today are beyond theaffordability of most Malaysian especially those with medium to low income people.A bungalow in an affluent neighborhood of Kuala Lumpur designed by the author.2.2 Malay HouseIn the traditional of vernacular houses, the Malay house is not professionally designed but has evolved over a period of time using readily available local materials, which suited the local climatic and environmental conditions.Main features The house is not only reflects the creative and aesthetic skills of the Malays, but also meets their socio economic, cultural and environmental needs. The house is distinguished by its roof form, raised floor construction, flexible addition of spaces, and the materials. The basic design of the Malay house and its construction methods give it great flexibility so that extensions can be carried out whenever necessary. Its high, steepy sloping lightweight roof, an excellent thermal insulator made from the fronds of the palm, which holds little heat during the day and cool down at night. Another feature is the practice of raising the house on post above the ground, an ideal for coping with ground dampness in the hot and humid tropical climate and flash floods. It also secured from the attacks of wild animals and allow ventilation through cracks in the raised floor. The design of the house has also been dictated by the social mores of the Malays, such as the provision of a private space for womenfolk and a public space for the entertainment of male guests, because the Malay house is always considered a unit of a larger community in the village.2.3The Chinese ShophouseThe commercial center of every Malaysian town before World War II was characterized by one or more main streets lined with shophouses, usually two storeys high, with the lower floor used for trading and upper for residential purposes.The shophouses built in the 19th century were usually around 6-7 meters wide and 30-60 meters deep. They were built in rows with uniform facades and a continuous, covered five-foot way. The other typical features included a small jack roof raised above the main roof for air circulation.The shop front on the ground floor without wall where goods were displayed along the full width facing the five-foot way. Inside the shophouse there was a central courtyard, which later reduced to an airwell when space became more spacious. Courtyards were located at the center of the building layoutoften surrounded with high walls.In 1980s, the newfound affluence of urban Malaysians sparked a booming car population and a consequent demand for car parks. Shophouses were replaced by highrise buildings, complete with parking bays and surrounded by roads, which often became ‘island’, isolated from adjacent buildings.Shophouses were representing the typical Malaysian urban form, one that was particularly well suited to the climatic conditions of the country. Hence, it is seen again, in modern guise, in housing estates and new towns built after the 1980s.ConclusionThe proposed project is based on the creation of an understanding between the regional climate and building enclosure system. The designer should search the past idea and invention and create a direct link between the technology of building and the cultural tradition of the place. It is through the creative development and adaptation by the designer of the build forms, devices and aesthetics that are uncovered through an analysis of the architectural heritage and vernacular of the place.Consequently, ecological design includes, beside architecture, such seemingly disparate fields as energy production, efficient utilization and waste recycle. A holistic approach to this design requires a proper understanding of spatial interactions of ecosystem through the multiuse porches, terraces, roof garden, movable louvers and shade to achieve the sense of comfort in tropical climate.高层建筑设计的持续发展策略与研讨——马来西亚个案分析摘要:高层建筑在世界范围内已经成为一个越来越普遍的现象。
搭建大雁塔的建模的过程作文
搭建大雁塔的建模的过程作文英文回答:The construction of the Giant Wild Goose Pagoda was a monumental project that required the collaboration of numerous skilled artisans and laborers. The following steps provide a detailed overview of the construction process:1. Site Selection and Preparation: The first step involved selecting an appropriate site for the pagoda's construction. The site had to meet specific criteria, including accessibility, soil stability, and proximity to water sources. Once the site was selected, it was prepared by clearing the ground and leveling the surface.2. Foundation Laying: The foundation of the pagoda was crucial to its stability and longevity. Deep pits were dug into the ground, and layers of rammed earth and gravel were compacted to create a solid base. The foundation was designed to distribute the weight of the pagoda evenly andto withstand the forces of earthquakes and other natural disasters.3. Brickmaking and Masonry: Bricks were the primary building material used for the pagoda's construction. Skilled brickmakers used local clay to create thousands of high-quality bricks. These bricks were then laid in a meticulous manner by masons, who used a combination oflime-based mortar and traditional masonry techniques to create the pagoda's imposing structure.4. Structural Reinforcement: As the pagoda grew taller, additional structural reinforcement was necessary to ensure its stability. Wooden beams were inserted into the pagoda's walls to support the weight of the upper levels. Iron rods and clamps were also used to reinforce the structure and prevent it from swaying or collapsing.5. Exterior Decoration: Once the structural components of the pagoda were complete, attention turned to its exterior decoration. The walls were adorned with intricate carvings depicting religious scenes, auspicious symbols,and decorative motifs. Glazed tiles, in vibrant hues of green, yellow, and blue, were used to create colorful patterns and enhance the pagoda's visual appeal.6. Roof Construction: The roof of the pagoda was a complex and challenging element to construct. It was designed as a series of tiered octagonal roofs, each supported by an intricate network of beams and struts. The roofs were covered with glazed tiles, which provided protection from the elements and added to the pagoda's overall aesthetics.7. Interior Furnishings: The interior of the pagoda was also carefully designed and decorated. Buddhist sculptures and artwork were placed within each level, creating a sacred and contemplative space. Altars and shrines were built to facilitate prayer and meditation.8. Completion and Consecration: The construction of the Giant Wild Goose Pagoda spanned several years, requiring the dedication and hard work of countless individuals. Upon its completion, the pagoda was consecrated through a seriesof religious ceremonies and rituals. It became a symbol of both the power and piety of the Tang Dynasty and a testament to the ingenuity and craftsmanship of its builders.中文回答:大雁塔的建设是一个庞大而复杂的工程,需要众多熟练工匠和劳动者的协作。
太阳能光伏光热一体化PV T 组件的实验研究_许海园
能源研究与管理2019(3)收稿日期:2019-06-18基金项目:国网河南省电力公司2018年科技项目“基于能源互联网的多微网调度物理仿真系统开发与应用”(5217S070010);郑州电力高等专科学校校级科研项目(zepcky2018-24)作者简介:许海园(1990—),女,讲师,硕士,毕业于云南师范大学太阳能研究所,主要从事新能源发电技术研究。
周建强(1975—),男,副教授,博士,毕业于华北电力大学,主要从事清洁能源与可再生能源技术研究。
摘要:为提高太阳能的综合利用效率及光伏组件的可靠性,设计并搭建了空气型太阳能光伏光热PV/T 组件的实验测试平台,并对常规PV 组件和空气型PV/T 组件的转化效率进行了实验测试,测试结果表明:以空气为传热介质的PV/T 组件在被动循环情况下,组件的板温下降约8℃,比普通PV 组件的电效率提高约0.1%,PV/T 组件通风后的热效率在25%左右,综合效率最高可达72%。
分析结果可为空气型PV/T 组件的结构优化和建筑供暖提供参考。
关键词:太阳能;空气型PV/T ;实验研究;综合效率中图分类号:TK511文献标志码:A文章编号:1005-7676(2019)03-0053-04XU Haiyuan,ZHOU Jianqiang,ZHANG Xing,LI Yuna(Zhengzhou Electric Power College,Zhengzhou 450000,China)To improve the integrated utilization of solar energy and enhance the reliability of solar panel,a new type ofphotovoltaic thermal(PV/T)system is designed ,which takes air as heat transfer medium.After testing the performance of the prototype,a comparative experiment is set up to verify the effectiveness of PV/T system.The test results show that,the temperature of PV panel is decreasing by 8℃,and the electrical efficiency of PV/T system is 0.1%higher than that of normal PV system.Besides,the thermal efficiency of PV/T is around 25%,and the highest overall efficiency is 70%,which can provide references for the optimization study of PV/T with air as the coolant and heating systems in buildings aswell.solar energy;air-cooled PV/T;experimental study;overall efficiency太阳能光伏光热一体化PV/T 组件的实验研究许海园,周建强,张兴,李玉娜(郑州电力高等专科学校,郑州450000)引言太阳能是未来人类发展最主要的能量来源之一。
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模型制造与模拟中心,安卡拉,土耳其
模型制造与模拟中心,安卡拉,土耳其佚名【期刊名称】《世界建筑》【年(卷),期】2010(000)007【总页数】6页(P62-67)【正文语种】中文1 外景/Exterior view这座建筑的设计不仅参考了其所处的环境,还将亚兹甘对于可变设计系统的研究成果纳入到建造过程的考量之中。
正如示意图中所表达的那样,主体平面由5条同轴带状分区构成:带有遮光剂的钢结构带,由5种不同色调的绿色玻璃构成的立面带、实验室工作区、服务带、内部循环带以及带有一座镜面池底的水池的中庭。
整座建筑的功能由模拟中心与研究中心两个主要部分构成。
尽管这些功能的流线是相互分离的,它们仍然存在着交互的机会。
在同轴带状分区的概念与三维网格系统的共同作用下,这种可变性得以实现。
一座矩阵由两种不同尺度的网格构成:顶端网格为700cm×700cm,底部网格为140cm×140cm。
建筑中所有的元素(从墙壁到插头)与结构系统均被布置在这一矩阵之下,而矩阵最小的通用单位就是一个房间。
换句话说,整栋建筑就是这一三维矩阵与设计者布置在其中的建筑、结构元素及其相互关系共同作用的结果。
设计师们认为,在这一可变系统的设计中,对于流程的设计成为了工作中的重点。
□(李译)This building takes its references not only from its context but also fromYazgans’ resea rches for a flexible design system in consideration of const ruction procedure. As their diagram il lustrates, main plan organization can be described as five concentric bands:steel structural band with sunscreens, the green glass facade band in five different tones of green, the band of laboratory working areas, the band of services, the band of inner circulation and the at rium with a cor responding mirror-bot tomed pool on the ground f loor. The building program has two main components:simulation center and research center. Although the circulations of these components are separated from each other, they are expected to interact. In order to allow for such flexibility, the concentric bands idea is worked with a three-dimensional grid. Two different grids, a 700cm×700cm one at the top and a 140cm×140cm at the bottom form a matrix. Together with the structural system, all of the elements in the building(from walls to plugs) are placed fol lowing this matrix whose smal lest common denominator is a room. In other words, the building is a result of this threedimensional mat rix and the design of the relations between the architectural and structural elements that are placed within it. Yazgans see their position in this project as the architect of flexible system in which the design of the design process gains priority.□业主/Client: Middle East Technical University设计时间/Project Date:2006 - 2007建造时间/Construction:2008 - 2009负责人/Principals: Kerem Yazgan & Begum Yazgan设计团队/Design Team:Ke r em Yazgan, Bu r ak Turgutoglu总面积/Total Area: 4 100m2占地面积/Ground Floor Area: 700m2。
DB33∕T 1136-2017 建筑地基基础设计规范
5
地基计算 ....................................................................................................................... 14 5.1 承载力计算......................................................................................................... 14 5.2 变形计算 ............................................................................................................ 17 5.3 稳定性计算......................................................................................................... 21
主要起草人: 施祖元 刘兴旺 潘秋元 陈云敏 王立忠 李冰河 (以下按姓氏拼音排列) 蔡袁强 陈青佳 陈仁朋 陈威文 陈 舟 樊良本 胡凌华 胡敏云 蒋建良 李建宏 王华俊 刘世明 楼元仓 陆伟国 倪士坎 单玉川 申屠团兵 陶 琨 叶 军 徐和财 许国平 杨 桦 杨学林 袁 静 主要审查人: 益德清 龚晓南 顾国荣 钱力航 黄茂松 朱炳寅 朱兆晴 赵竹占 姜天鹤 赵宇宏 童建国浙江大学 参编单位: (排名不分先后) 浙江工业大学 温州大学 华东勘测设计研究院有限公司 浙江大学建筑设计研究院有限公司 杭州市建筑设计研究院有限公司 浙江省建筑科学设计研究院 汉嘉设计集团股份有限公司 杭州市勘测设计研究院 宁波市建筑设计研究院有限公司 温州市建筑设计研究院 温州市勘察测绘院 中国联合工程公司 浙江省电力设计院 浙江省省直建筑设计院 浙江省水利水电勘测设计院 浙江省工程勘察院 大象建筑设计有限公司 浙江东南建筑设计有限公司 湖州市城市规划设计研究院 浙江省工业设计研究院 浙江工业大学工程设计集团有限公司 中国美术学院风景建筑设计研究院 华汇工程设计集团股份有限公司
罗小未《外国近现代建筑史》(第2版)配套题库-章节题库-第4~6章【圣才出品】
第4章第二次世界大战后的城市建设与建筑活动一、单项选择题1.下列哪项是“绿色高层建筑”的重要标志性作品?()图4-1【答案】A【解析】新加坡EDITT大楼的全名是“热带生态大楼”,它是“绿色高层建筑”的重要标志性作品。
2.欧洲第三代卫星城的代表是()。
A.哈罗(Harlow)B.斯特文内几(Stevenage)C.魏林比(Vallinby)D.米尔顿·凯恩斯(Milton Keynes)【答案】C【解析】卫星城经历了卧城、半独立、独立以及今日的四代卫星城。
第一代卫星城即卧城,居民的工作和文化生活仍在主城;第二代卫星城则有一定数量的工厂企业和公共设施,居民可就地工作;第三代卫星城,基本独立于主城,具有就业机会,其中心也是现代化的,欧洲第三代卫星城的代表是魏林比(Vallinby)。
3.下列哪位建筑师所设计的哪幢建筑被誉为第一座生态型高层塔楼?()A.福斯特(Norman Forster),法兰克福商业银行(Commercial bank,Frankfurt)B.杨经文(Ken Yeang),马来西亚MBF大厦(MBF Tower,Malaysia)C.柯里亚(C. Correa),干城章嘉公寓(Kanchanjunga Apartment,India)D.鲁道夫(P. Rudolph),雅加达达摩拉办公楼(Dharmala Office Building,Jakarta)【答案】A【解析】A项,福斯特设计的法兰克福商业银行建于1994~1996年;B项,杨经文设计的马来西亚MBF大厦建于1994年;C项,柯里亚设计的干城章嘉公寓主要表现出对地域性与现代性的结合;D项,鲁道夫设计的雅加达达摩拉办公楼建于1990年。
A、B、D 三项都属于生态型高层塔楼。
福斯特设计的法兰克福商业银行采用了螺旋上升的室外花园平台和整体机械辅助式的自然通风塔,因而被誉为第一座生态型高层塔楼。
4.下图所示两个著名的高层建筑,从左到右分别是()。
马来西亚DOSH注册认证流程和资料清单
GUIDELINES FOR APPROVAL OF HOISTING MACHINE DESIGN 1.0 PreambleEvery hoisting machine which is power driven by electricity, diesel, pneumatic and other means for lifting, raising or lowering load except manual hoist and material handling equipment shall possess a valid Certificate of Fitness. The design of every hoisting machine must be appraised by Design Section of the Department of Occupational Safety and Health before the machine is been fabricated, installed and used.2.0 Hoisting Machine CategoriesThere are four categories of hoisting machine under this guideline:The list of type of hoisting machine in each of those categories can be found in Appendix 23.0 Fabrication and Submission for Design Approval of Malaysian Made HoistingMachineAll hoisting machine made in Malaysia must be fabricated by a Competent Firm registered with the Department of Occupational Safety and Health.The local competent firm which fabricates those hoisting machine should be responsible to submit for the design approval.4.0 Model Re-Approval for Mobile Crane, Crawler Crane, Truck Mounted Crane,Injection Type Piling Machine, Auger Crane and Mobile Elevating Work Platform The approval of these type of machine is based on model. Applicant shall apply online through SKUD system for inquiry on whether the said model had been approved and attach the relevant documents.5.0 Change of Hoist of the Same Model (for Jib Crane, Gantry Crane, OTC and Monorail only)When there is a change of new unit of hoist of the same maker and model of the existing approved jib crane, gantry crane, OTC and monorail design, there is no requirement to resubmit another design approval. Owner is to notify the change of the said hoist to DOSH State Office.6.0 Change of Hoist of Different Model or Capacity (for Jib Crane, Gantry Crane, OTC and Monorail only)When there is a change of new unit of hoist of same or lower safe working load (regardless of the model and manufacturer of the hoist) than the existing approved assigned safe working load for the crane system, a new submission for design approval is not required with the condition the approved safe working load also been lowered to the hoist capacity. Owner is to notify the change of the said hoist to DOSH State Office.7.0 Change of Hoist of Different Model (Goods Hoist Only)When there is a change of new unit of hoist of the same maker and model of the existing approved goods hoist design, there is no requirement to resubmit another design approval. Owner is to notify the change of the said hoist to DOSH State Office.However, when there is a change of the hoist of different model and maker of the existing approved design, a new design approval submission is required.8.0 Hoist More Than 5 Years (for Jib Crane, Gantry Crane, Goods Hoist, OTC andMonorail only)If the hoist intended to be used is more than 5 years after its fabrication date, the competent firm should carry out an integrity test and re-certify the hoist before submitting the design approval.9.0 ExemptionDesign approval is not required for monorail crane with safe working load of 4 tons and below only, provided that the girder is of I or H beam of standard properties. However, this type of monorail crane still requires a basic engineering drawing and calculation which are endorsed by a local Professional Engineer before registering with DOSH State office.Monorail crane is a hoisting machine comprising of a fixed/static girder supported by more than one column or bracket and has only cross travel which is the motion of the hoist (crab) along the girder. It has no long travel which is the motion of the whole crane along the track.In addition, the following hoisting machines are exempted from obtaining design approval and certificate of fitness:-a)Boring rigb)Drilling rigc)Piling machine mounted on crawler track onlyd)Winch for towing vehicle onlye)Dock levelerf)Manipulatorg)Gangway towerh)Vertical conveyori)Tail liftj)Automatic Storage and Retrieval System (ASRS)k)Monkey hoist with maximum lifting load of 80kg and maximum lifting height of 9m only l)Air or pneumatic hoist with safe working load of 500kg and below only10.0 Re-EngineeringAll re-engineered machine must be re-evaluated, re-drawn and re-calculate by a competent firm registered with the Department of Occupational Safety and Health in the scope of the said hoisting machine. Applicant is to clearly state in the official application letter for design approval that it is a re-engineered hoisting machine.11.0 ModificationAny modification to the existing approved design will cause the current Certificate of Fitness to be revoked and the modified design shall be re-submitted for appraisal. Modification can only be carried out by registered competent firm in the scope of the said hoisting machine or the original manufacturer. Applicant is to clearly state in the official application letter for design approval that the said hoisting machine has been modified.12.0 Special Assessment ReportNo crane can be designed and built for infinite usage. In order to prevent aging cranes from failing due to fatigue stresses as a result of prolonged years of services, mobile and crawler crane which are more than 10 years old, a special assessment is to be carried out by Inspecting Authority.13.0 Erection, Maintenance and DismantlingCertain machinery such as tower crane, passenger hoist, mast climbing work platform and gondola (suspended platform) required to be erected by a competent firm registered with the Department of Occupational Safety and Health.Such appointment letter shall be attached with the submission should the applicant is other than the competent firm.14.0 Crane/Hoist Lifted Work PlatformHoisting machine which is not designed to carry worker/human is not allowed to suspend the worker/human on a working platform from a crane/hoist to perform any work. Unless there is a strong justification for it, please contact the hoisting machine unit officer for more details on the application.15.0 Client CharterAll applications submitted online will be processed within 30 days from the date of submission.16.0 System RequirementsThe online application system, SKUD (.my:88/default.aspx) is best viewed with Internet Explorer 7 & 8. Other internet browsers (e.g. Firefox, Chrome, Safari) are not compatible with the system. If using Internet Explorer 9 and above, please adjust the compatibility view setting (under “tools” at the menu bar) in order to access the system.APPENDIX 1 DETAILS OF DOCUMENTS FOR DESIGN APPROVAL OF HOISTING MACHINE 1.Official Application LetterThe letter should have a company letterhead complete with its contact detailsThe letter should include type of hoisting machine, model, serial number (if any), manufacturer, country of origin and installation location.2.Design DrawingIdeally be A1 sizeDetail assembly drawing with dimensionsComplete with title and drawing numberDetails of the material grade and specificationElectrical/Hydraulic diagram, as applicable3.Design CalculationDesign calculation based on the design code the machine is designed4.Catalogue/Technical SpecificationManufacturer’s catalogue with detailed te chnical specification of the machinery5.Load ChartChart with details of SWL at the corresponding work radius and boom length6.Manufacturer’s Certificate/Certificate of Origin/Declaration of ConformityManufacturer’s certificate: confirmation document from the manufacturer that the said machinery (complete with model and serial number) is fabricated by them andpassed the inspectionCertificate of Origin: Certificate issued by the country of origin which should include the model and serial number of the machineryDeclaration of Conformity: Document either by the manufacturer or third party which certify the machinery conform to a specified standard or Machinery Directive.7.Manufacturing License From State Authority (Manufacturer License)Permission to fabricate the said machinery from the state authority (as applicable) 8.Operational, Installation and Maintenance ManualLatest version of the manual to illustrate clearly on procedure to operate, install and maintain the said machineryElectrical/Hydraulic diagram, as applicable9.Hoist/Winch/Drive Motor/Strand Jack Certificate or Inspection ReportCertificate from the manufacturer complete with model, serial number and capacity Inspection report from CNAS accredited bodies if the machinery is from China 10.Wire Rope/Chain Certificate/SpecificationTest certificate with details such construction, lays, diameter, breaking load, core and etc.The specification shall be the same as outlined in manufacturer’s manual11.List of Safety Features and Description of Their FunctionsA summary/table of the safety features fitted and description of their functions12.Safety Devices Certificate/Test ReportCertificate from manufacturer or test report by an independent body13.Import License (AP) From Ministry of Trade and Industry (MITI)JK69 form approved by MITIEndorsement by Custom if possibleActual year built to be indicated14.Load and Function Test ProcedureProposed procedure for overload or function test on the machinery15.Type Test ReportModel prototype test report by bodies accredited by CNAS (China National Accreditation Service) for machine designed according to GB Code16.Integrity Inspection/Special Assessment ReportAssessment inspection report by Competent Firm registered with DOSH in the scope of the said hoisting machinery or Inspecting Authority of used or re-engineeringmachinery17.Appendix for Goods HoistRelevant information for goods hoist18.Appendix for Scissor LiftRelevant information for customized or re-engineering scissor lifttest Model Approval LetterFor model re-approval application for tower crane and passenger hoist onlypetent Firm Appointment LetterFor machinery which required to be erected by a competent firm registered with DOSH (if the application is submitted other than the competent firm)21.QA/QC Certification/Inspection Report From ManufacturerReport/Certification which certified/detailing each unit (with serial number) has been inspected by the overseas manufacturer’s QA/QC department and built in accordanceto the relevant standard and code.22.Sheave/Pulley DetailsCertification/drawing/specification/information on the sheave/pulley such as pulley material, dimension, groove details, pitch diameter, outside diameter, bore diameterand etc.23.Certificate of Accreditation of the Manufacturer’s Quality Assurance SystemISO 9001 is the international standards that specifies requirements for a quality management system. Manufacturers adopt this standard to demonstrate the ability toconsistently provide products and services that meet customer and regulatoryrequirements.Applicable for overseas manufacturers only.NOTE∙Only new unit of tower crane, passenger hoist, mast climbing work platform, derrick crane and self climbing scaffold/platform are allowed.∙Application using fraud documents will be rejected.∙Each soft copy of the documents must be legible and in pdf format only.∙All documents must be in the language of English or Bahasa Malaysia or translated to those languages. The content must be grammatically correct and easily understood.∙The Department may request additional information/documentation for verification purpose when reviewing the application.∙Avoid any security setting in the pdf files.∙Each of the files must be labeled appropriately without any foreign symbols suc h as “?”, “*” and etc.∙Maximum allowable size for each file is 20MB∙Total allocated space for each submission is 297.20MB∙All relevant details inside the checklist must be filled up accordinglyDOCUMENTS BY CATEGORY AND TYPE OF HOISTING MACHINESAFETY DEVICES / FEATURES ON TOWER CRANESAll new application of tower crane shall be equipped with the following safety features/devices but not limited to:-a.Trolley traveling limiter, hoisting limiter, lowering limiter (if applicable), luffing limiter(for luffing crane), slewing limiter, maximum load limiter, A Frame Position limiter (if applicable) and load moment limiter;b.Jib angle indicator (for luffing crane);c.Effective braking system(s) that is fail-safe with the brake automatically appliedwhenever there is power failure, or when there is free falling of the luffing jib or thehoisted load;d.An efficient or locking mechanism installed directly onto the luffing drum to prevent thefree-falling of luffing jib (for luffing crane);e. A radius and safe working load indicator that shows at all times the working radius andthe corresponding safe working load and gives an audible alarm and visual warningsignal when the radius or the working load is unsafe;f.Safe access (ladder with hoop guards or equivalent) to the operators’s cabin with restplatforms at every interval not exceeding 9 meters of the climbing mast. For verticalclimbing mast without rest platforms, adequate safety line(s) with fall-arresting device(s) for the attachment of the safety lanyards shall be provided and maintained;g. A basket fixed to the trolley or walkway fitted along the jib. A handrail or guard/safetyline, to which a worker’s safety harness can be at tached, shall be fitted all along thelength of the walkway;h. A device that will prevent automatic restarting of motors at the resumption of powerduring power interruption;i.Adequate aircraft warning lights;j.Anemometerk.Lighting arrestorAPPENDIX FOR GOODS HOIST Goods Hoist ParticularAPPENDIX FOR SCISSOR LIFT Scissors Lift Particular。
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PV IN BUILDINGS FOR MALAYSIA: PROTOTYPE SOLAR HOUSELim Chin HawNLCC Architects Sdn Bhd,33-1, Jalan Ara SD 7/3B, Bandar Sri Damansara, 52200 Kuala Lumpur, Malaysia ABSTRACTMost PV installations in Malaysia so far are standalone systems. Grid-connected PV started with some test installations recently. The “Prototype Solar House” located near Kuala Lumpur was built in 2002 as part of an Industry Research and development Grant Scheme (IGS) project. It is unique, since in a typical residential house 3 different grid-connected roof installation with different PV generators (polycrystalline, monocrystalline, amorphous silicon; standard mounting, integration, roof tiles) have been built with emphasis also on architecture and thermal aspects. An innovative monitoring system allows assessing all relevant operating parameters for the PV systems. The installations run very reliable with high efficiency, but some grid specific aspects have been found relevant for proper functioning of grid-connected PV systems in Malaysia. 1. INTRODUCTIONUntil now, most applications of PV technology in Malaysia are concentrating on stand-alone systems. Because Malaysia is located just north of the Equator, there is a high annual irradiation and simulation calculations lead to an expected AC energy output for ideally orientated grid-connected PV systems of around 1200 ... 1300 kWh/kWp [1]. Therefore grid connected PV represents one proper option to contribute to the mix of future energy sources in Malaysia. First demonstration projects on grid-connected PV have been started during the last years [2]. The project “Prototype Solar House” is funded by the Ministry of Science, Technology and the Environment of Malaysia through the Industry Research and Development Grant Scheme (IGS). The project is implemented through joint cooperation between NLCC Architects of Malaysia and Fraunhofer ISE Germany. Under the grant scheme, the Prototype Solar House has been designed and built to demonstrate different Photovoltaic technologies in one living house for urban areas in Malaysia (see Fig. 1).This approach allows to directly compare the different technologies and system concepts with each other and to draw general conclusions regarding PV systems optimised for the local Malaysian conditions.2. TECHNICAL DETAILSThe Photovoltaic installation consists of three Subsystems with a total nominal power of about 3 kWp, which are shown in Fig. 3. All systems are roof-integrated, system 3 is built in a car port roof area.Generator 1 has been equipped with monocrystalline standard BP 275 modules, a module type, which is also being manufactured locally in Kuala Lumpur. The modules have been mounted using special designed mounting methods. Generator 2 was built with Thyssen Solartec® modules, which are single-layered roof elements made of steel with integrated photovoltaic modules, based on the triple-junction thin film silicon technology. Generator 3 is made of polycrystalline photovoltaic roof tiles of the type Lafarge Braas SRT 35. All three PV systems are equipped with the SMA inverter SWR 1100 E. This inverter type has been chosen because of its electrical rating (especially the comparatively broad range for the DC input voltage of 150 .. 400 V) and the availability in Malaysia. The smaller experimental installations on the bungalow besides the Solar House have been equipped with the DMI 450/35 inverter. The inverters have been mounted in a control room of the house, where also the central cabinets have been installed that connect all electric and data lines with each other or to the corresponding units (see Fig. 4).All relevant electrical and environmental data are being monitored and evaluated regularly. The measuring data are currently stored as 5 minutes averages, this value can be changed later if necessary. The overall monitoring concept was planned in a way, that an automatic data collection software is used to transfer the data files from the logger to the NLCC office. During operation it turned out, that this connection is sensitive to overvoltages induced because of thunderstormes nearby the location of the Solar House.A display showing actual and accumulated data has been designed and installed in the control room of the Solar House (see Fig. 5).3. EVALUATION RESULTS3.1 Commissioning and Start-UpAfter installation of the systems, all individual subsystems have been put into operation and checked about the electric performance and the correctness of the measuring equipment using calibrated sensors and meters. During the commissioning it turned out, that some of the inverter were not operating properly. As a reason for this it was found, that the voltage of the electricity grid at the building site for the Solar House is very much influenced by the other loads connected to the same grid segment. Since the house has been built in an industrial area, the voltage was found to be very high (more than 260V) during week-end times or during the night. Since the inverter monitor the grid voltage and switch off for security reasons for very high and very low voltages, during time of very high voltage some inverter went offline and remained in this status for some time. Fig. 6 shows this situation for a certain time period.After discussion with the inverter manufacturer, the problem was solved by adjusting the voltage range for the inverter accordingly. Even though the problem found could be solved relatively easy in the concrete case, it once more became obvious, that a proper installation of significant remote energy generators like Photovoltaic to public electricity grid requires a certain attention to be given to the concrete real parameters of the grid-interface and that a widespread implementation of distributed generators (not necessarily only Photovoltaics!) requires some investigation about the concrete grid properties for the corresponding low voltage grid types.3.2 Energy balance for one year of operationDuring the first year of operation, the total energy consumption in the solar house had been about 3600 kWh and the total energy generation of all PV system parts installed in the project had been around 4000 kWh thus exceeding the energy consumption. For a proper assessment of these values, it must be taken into account, that the Solar Building (2 storeys + attic) had not been occupied all the time but visited frequently, and that airconditioning was frequently switched on in several rooms. Even though the total energy demand was balanced with the electricity production, a significant amount of electricity consumed in the house (about 2550 kWh) was delivered by the public grid. The reason for this is the time difference between the major photovoltaic generation and the consumption of energy in the house. Therefore, more than half of the energy produced has been fed to the grid and “taken back” during different times. This result underlines the importance of the public electricity grid as a “storage” and distribution medium for energy generated by PV installations. With 1017 kWh/kWp the system part with the Thyssen modules generated the highest energy output, while the other system parts generated below 1000 kWh/kWp. The reason for the comparatively low energy output are building aspects of the solar house. The roof parts with the solar generators had to be orientated towards West leading to a loss in the expected energy output of around 100 kWh/kWp compared to South orientation. In addition, shading effects of protruding roof elements during the morning hours lead to further unavoidable energy losses.3.3 Evaluation detailsAs mentioned in Chapter 3.2, special building aspect resulted in shading effects. Fig. 7 shows exemplary, how these shading effects influence the efficiency of the solar generator (Brass Roof Tiles) as a function of irradiation. It must be pointed out, that theefficiency values of the generator efficiency have been calculated using the whole generator as reference area and must not be mixed up with the cell efficiencies, which are significantly higher!Fig. 8 shows the inverter efficiency as a function of DC Power. It can be seen, that maximum efficiency is reached under part load conditions, and that even for relatively low DC Power the efficiencies are very good (this is quite important for the PV generators at the Solar House, since part load conditions are frequently observed at this location).The average daily module temperatures are between about 32°C and 34°C with maximum values up to around 70°C and minimum values of around 23°C. There is a slight difference in the temperatures between the different roof parts depending on the building parts (highest temperature for the attic PV generator). The Performance Ratios have been found to be around 70%.Fig. 9 shows the daily specific energy yield for one system (PV roof part with Thyssen modules) and the corresponding irradiation values. Fig. 10 shows the corresponding Performance Ratios for the same PV system part and the same time period.4. CONCLUSIONOne major goal for the PV project “Prototype Solar House” had been the demonstration of a technically and architecturally sound solution for the integration of proven PV technology into typical living houses in Malaysia. The reason behind this intention was to help pave the way for the application of grid connected Photovoltaic in Malaysia and to emphasize the multi-functional aspects of PV in buildings with a concrete demonstration project. One of the most important multi-functional aspects, that could be successfully demonstrated, is the following: Photovoltaic elements can successfully be used for living houses to replace conventional building elements (like roof tile or sun shading elements) that do not only allow architecturally interesting solutions for the building view but also technically sound solutions for serving as a building element and delivering electricity at the same time. From this point of view, grid connected PV systems in buildings constitute one interesting option for a prospective mix of sustainable energy generation technologies.The evaluation of the measuring data of the Solar House shows, that all PV systems are running very reliable now and with satisfying performance. For the performance evaluation, the concrete building conditions and unavoidable location constraints must be taken into account (comparisons to performances of other systems must notice this aspect). It turned out to be important to characterise the situation about the grid interface carefully to avoid energy losses of the PV system during certain grid conditions (like overvoltages etc.). For the Solar House, during the first year of operation more energy has been produced than had been consumed in the house on an average basis. REFERENCES[1] C. Reise, T. Erge, …Solar Irradiation and Energy Yields for Photovoltaic Systems in Kuala Lumpur“, Fraunhofer ISE, January 2002 (on behalf of NLCC Architects)[2] A. H. Haris, W. F. Anwar, “Experiences in Conducting Research on Pilot Grid Connected Solar Photovoltaic Systems in Malaysia”, 17th European PV Solar Energy Conference, Munich 2001, Germany。