有机房无脚手架scaffold_less_ins_zh[1]
ZCCT理论考试答案2024
1客户在公有云中购买了一个Mysql数据库实例，客户获得的是云计算的哪种服务模式？A. IaaS 基础架构即服务B. PaaS 平台即服务C. SaaS 软件即服务D. DaaS 数据即服务区别于传统物理服务器部署模式，虚拟化技术没有解决下面哪一项问题？A. 提高服务器资源利用率B. 节省机柜空间、减少电力消耗等C. 减少服务器数量D. 提高了业务系统的运行性能同一集群内某计算节点故障，上面虚拟化能够在其他节点自动启动，这是下面哪个技术的功能描述？A. 热迁移B. 动态资源调度C. 热升级D. 高可用网络功能虚拟化不包含以下哪些服务？A. 虚拟防火墙B. 网络专线C. 虚拟负载均衡D. 虚拟路由器建设云平台，考虑到未来扩展能力，应该首选哪种存储架构？A. SAN存储B. 分布式存储C. 本地存储D. 以上都可以以下哪一项不是云平台管理方面的典型功能A. 多租户管理B. 多区域管理C. 热迁移D. 异构平台管理公有云弹性、灵活且低成本，是目前企业客户上云选择不同云交付方式的最佳选择。
A. 正确B. 错误通过云服务商购买一台云主机获得IaaS基础即服务后，不需要再考虑基础硬件、机房环境等因素了。
A. 正确B. 错误用的物理网络设备如交换机、路由器、防火墙、入侵检测等都可以以网络功能虚拟化的方式在云环境中进行实现。
A. 正确B. 错误分布式存储技术发展迅速，可扩展能力强、不存在单点故障，将在各种场景中逐渐取代SAN存储的位置。
A. 正确B. 错误虚拟化解决方案与云平台解决方案没有本质上的区别，都是资源池化和资源调度的技术。
A. 正确B. 错误多租户管理通过网络隔离技术、资源隔离技术以及计量计费能够实现不同用户获得完全独立的资源配额且独立计费，互不影响。
A. 正确B. 错误2以下哪一项是ZStack产品化的愿景？A. 软件定义数据中心B. 让每一家企业都拥有自己的云C. 计算无边界D. 产业智变、云启未来云计算产品众多，区别于其他友商，以下哪一项不是ZStack产品的核心特点？A. 简单，一键下载、30分钟部署B. 稳定，承载业务场景广泛C. 功能强大，包含大数据、人工智能等功能D. 智能，能够提供无缝升级以下哪一项服务不是由ZStack提供，而是由第三方合作伙伴提供的产品与方案？A. ZStack云平台B. ZStack Mini软硬件一体机C. ZStack 分布式存储D. ZStack VDI解决方案ZStack云平台可以管理以下哪一个厂商的虚拟化产品？A. VMware vSphereB. 华为FusionSphereC. 深信服aCloudD. H3C CAS以下哪所高校是ZStack所服务过的客户？A. 厦门大学B. 南京大学C. 重庆大学D. 上海大学ZStack云平台能够大幅度提升运维效率，从而容易让企业IT管理运维人员面临失业的风险。
建筑施工碗扣式钢管脚手架安全技术规范(JGJ166_2008)
建筑施工碗扣式脚手架安全技术规范前言根据建设部建标工[2004]09号文，《建筑施工碗扣式脚手架安全技术规范》行业标准由中国建筑金属结构协会建筑模板脚手架委员会会同有关单位共同编制。
在本规范的编制过程中，编制组经过了广泛的调查研究，认真总结碗扣式脚手架在我国应用的实践经验、与相关标准规范相互协调的基础上制定了本规范。
本规范的主要内容是：1总则；2术语、符号；3主要构、配件和材料；4荷载；5设计计算；6构造要求；7搭设与拆除；8检查与验收；9安全管理与维护。
本规范由建设部安全标准技术归口单位中国建筑业协会建筑安全分会归口管理，授权由主编单位负责具体解释。
本规范的主编单位是：中国建筑金属结构协会建筑模板脚手架委员会（地址：北京市安定门外北苑路68号邮政编码：100012）。
本规范参编单位有：北京星河模板脚手架有限公司北京建安泰脚手架有限公司中天建设集团有限公司河北建设集团有限公司上海长宁区建筑工程安全监督站上海顺业建筑工程有限公司本规范主要起草人：杨亚男贺军余宗明蒋金生任升高陈传为高秋利高妙康刘厚纯熊耀莹1 总则1.0.1为了在碗扣式脚手架的设计与施工中贯彻执行国家有关安全生产法规，做到技术先进、经济合理、安全适用、确保质量，制定本规范。
1.0.2本规范适用于工业与民用建筑工程施工中脚手架及模板支撑架的设计、施工和使用。
其它用途如：烟囱、水塔等一般构筑物以及道路、桥梁、水坝等工程可按照本规范的原则执行。
1.0.3落地碗扣式脚手架当搭设高度H≤20m时可按普通架子常规搭设，当搭设高度H ＞20m及超高、超重、大跨度的模板支撑体系必须制定专项施工设计方案，并进行结构分析和计算。
1.0.4与碗扣式脚手架结构类型相似的其他脚手架可参照本规范的原则执行。
1.0.5碗扣式脚手架的设计与施工除应执行本规范外，尚应符合现行国家有关强制性标准的规定。
2 术语、符号2.1 术语2.1.1 碗扣式脚手架Cuplok Scaffolding采用碗扣方式连接的钢管脚手架。
表面组装技术术语
中华人民共和国电子行业标准SJ/T 10668-1995 表面组装技术术语Terminology for surface mount techhology1. 主题内容与适用范围1.1主题内容本标准规定了表面组装技术中常用术语，包括一般术语，元器件术语，工艺、设备与材料术语，检验与其他术语共四个部分。
1.2适用范围本标准适用于电子技术产品表面组装技术。
2. —般术语2.1 表面组装元器件surface mounted components／surface mounted devices(SMC／SMD)外形为矩形片状、圆柱形或异形，其焊端或引脚制作在同一平面内，并适用于表面组装的电子元器件。
同义词表面安装元器件；表面贴装元器件注：凡同义词没有写出英文名称者，均表示与该条术语的英文名称相同。
2.2 表面组装技术surface mount technology(SMT)无需对印制板⑴钻插装孔，直接将表面组装元器件贴、焊⑵到印制板表面规定位置上的装联技术。
同义词表面安装技术；表面贴装技术注：1)通常表面组装技术中使用的电路基板并不限于印制板。
2)本标准正文中所述的“焊”或“焊接”，一般均指采用软钎焊方法，实现元器件焊接或弓I脚与印制板焊盘之间的机械与电气连接；本标准正文中所述的“焊料”和“焊剂”，分别指“软钎料”和“软钎焊剂”。
2.3 表面组装组件surface mounted assemblys(SMA)采用表面组装技术完成装联的印制板组装件。
简称组装板或组件板。
同义词表面安装组件2.4 再流焊reflow soldering通过重新熔化预先分配到印制板焊盘上的膏状软钎焊料，实现表面组装元器件焊端或引脚与印制板焊盘之间机械与电气连接的软钎焊。
2.5 波峰焊wave soldering将熔化的软钎焊料，经电动泵或电磁泵喷流成设计要求的焊料波峰，使预先装有电子元器件的印制板通过焊料波峰，实现元器件焊端或引脚与印制板焊盘之间机械与电气连接的软钎焊。
6.建筑施工扣件式钢管脚手架安全技术规范(JGJ_130-2011
建筑施工扣件式钢管脚手架安全技术规范JGJ 130－2011中华人民共和国建设部公告902号2011－01－28批准 2011－12－01实施1 总则1．0．1 为在扣件式钢管脚手架设计与施工中贯彻执行国家安全生产的方针政策，确保施工人员安全，做到技术先进、经济合理、安全适用，制定本规范。
1．0．2 本规范适用于房屋建筑工程和市政工程等施工用落地式单、双排扣件式钢管脚手架、满堂扣件式钢管脚手架、型钢悬挑扣件式钢管脚手架、满堂扣件式钢管支撑架的设计、施工及验收。
1．0．3 扣件式钢管脚手架施工前，应按本规范的规定对其结构构件与立杆地基承载力进行设计计算，并应编制专项施工方案。
1．0．4 扣件式钢管脚手架的设计、施工与验收，除应符合本规范的规定外，尚应符合国家现行有关强制性标准的规定。
2 术语、符号2．1 术语2．1．1 扣件式脚手架 steel tubular scaffold with couplers为建筑施工而搭设的、承受荷载的由扣件和钢管等构成的脚手架与支撑架，包含本规范各类脚手架与支撑架，统称脚手架。
2．1．2 支撑架 formwork support为钢结构安装或浇筑混凝土构件等搭设的承力支架。
2．1．3 单排扣件式钢管脚手架single pole steel tubular scaffold with couplers只有一排立杆，横向水平杆的一端搁置固定在墙体上的脚手架，简称单排架。
2．1．4 双排脚手架 double pole steel tubular scaffold with couplers 由内外两排立杆和水平杆等构成的脚手架，简称双排架。
2．1．5 满堂扣件式钢管脚手架fastener steel tube full hall scaffold 在纵、横方向，由不少于三排立杆并与水平杆、水平剪刀撑、竖向剪刀撑、扣件等构成的脚手架。
该架体顶部施工荷载通过水平杆传递给立杆，立杆呈偏心受压状态，简称满堂脚手架。
scaffolderectprocedures脚手架工安全操作规程
RECOMMENDED SCAFFOLDING ERECTION PROCEDUREPAGE 1 OF 4IntroductionThis guide has been prepared by the Scaffolding, Shoring &Forming Institute to assist contractors, architects, engineers, deal-ers, erectors, and users, etc., for the proper use of scaffolding equipment. Scaffolding Safety Rules published by the Institute should be used in conjunction with this publication, as well as the instructions for the use of scaffolding provided by the manufacturer.Safety precautions and requirements prescribed by local, state, and federal agencies, including OSHA, must be followed at all times and persons working with scaffolding systems should be equipped with requisite safety devices.Nomenclature1.Accessories —Those items other than frames and braces used to facilitate the construction of scaffolding towers and structures.2.Adjustment Screw —Device composed of a threaded screw and an adjusting handle used for the vertical adjustment of the scaffolding.3.Base Plate —A device used to distribute the leg load.4.Climbing Ladders —A separate ladder attached to the scaffolding structure or built into the scaffold frame.5.Casters —Wheels of a suitable dimension and unit de-signed to attach to the base of a tower and containing a brake to prevent the wheels from rotating.6.Coupling Pin —Device used to align and connect lifts or tiers together vertically.7.Cross-bracing —System of members connecting frames or panels of scaffolding to make a tower structure.8.Extension Device —Any device used to obtain vertical adjustment of scaffolding other than an adjustment screw.9.Factor of Safety —the ratio of ultimate load to the allowable load.10.Frame or Panel+—the principal prefabricated, welded structural unit.11.Guardrail -A rail secured to uprights and erected along the exposed sides and ends of platforms.12.Horizontal Diagonal Bracing —Diagonal braces run-ning horizontally between frames of scaffolding.13.Lifts or Tiers +—The number of frames stacked one above each other in a direction.14.Locking Device —A device used to secure the cross brace to the panel.15.Putlog or Truss —A separate horizontal load carrying member.16.Rolling Towers —A composite structure of frames,braces, platforms, guardrails, and accessories supported by casters.17.Safe Leg Load —That load which can safely be directly imposed on the frame leg.18.Safe Scaffold Frame Horizontal Member Load —That load which can safely be directly imposed on a horizontal member.19.Scaffolding Layout —An engineered drawing prepared prior to erection showing arrangement of equipment for proper scaffolding use.20.Side Bracket —A cantilevered arm unit, supported bythe scaffolding frame.21.Sill or Mud Sill +—A footing, usually wood, whichdistributes the vertical leg loads to the ground.22.Ties —A tension compression member used to securelyattach scaffold to a structure.23.Toeboard —A barrier secured along the sides and endsof a platform, to guard against the falling of material.24.Towers —A composite structure of frames, braces, andaccessories.25.Ultimate Load —The maximum load which may beplaced on the scaffolding causing failure by buckling of column members or yielding of some component.+ These terms can be used synonymously.Inspection of Scaffolding Equipment Prior to ErectionThe three main areas of inspection are for corrosion,straightness of members and welds. This applies to all components of a scaffolding system.1.CORROSION —Heavily rusted or eroded scaffoldingequipment is a telltale sign of abuse or neglect.2.STRAIGHTNESS OF MEMBERS —Mishandling,trucking and storing may cause damage to scaffolding equipment. All scaffolding components should be straight and free from bends, kinks or dents.3.WELDS —Equipment should be checked before use fordamaged welds and any piece of equipment showing damaged welds or rewelding beyond the original factory weld should not be used. The factory weld reference pertains to location and quality of rewelds.While CORROSION, STRAIGHTNESS, and WELDS are of primary concern other component parts should be checked.4.Locking devices on frames and braces shall be in goodworking order, and if not, must be repaired or replaced prior to use.5.Coupling pins must effectively align the frame or panel legs.6.Pivoted cross braces must have the center pivot securely in place.7.Caster Brakes shall be in good working order and if not must be repaired or replaced prior to use.Safe Bearing Loads for SoilsConsidering that the allowable loads (bearing) on various soils and rock range from less than 1,000 p.s.f. to more than 50,000 p.s.f. care should be exercised in determining the capacity of the soil for every scaffolding job, realizing that weather conditions can turn an otherwise suitable ground condition into a hazardous situation. As an example, dry clay with an allowable bearing capacity of 8,000 p.s.f. could become very plastic after a rainfall and drop to less than 2,000p.s.f.Care should also be taken not to excessively disturb the soil. If fill is required in areas where scaffolding is used, a qualified engineer should be consulted as to materials and compaction.FoundationsThe purpose of a good foundation or mud sill is to distribute the scaffolding load over a suitable ground area. The size of the footing or sill is determined by the total load carried over a particular ground area, and by the nature of the soil supporting these sills.The total load should be computed and the sills designed accordingly.When scaffolding from earth or fill, the areas should be leveled and the sills spaced in a pattern assuring adequate stability for all scaffolding legs.Erection of FramesThe work of erecting the scaffolding should be under the supervision of a person with proper experience and aptitude for securing a safe installation and who is familiar with all Local, State and Federal Regulations concerning scaffolding, as well as the SSFI Scaffolding Safety Rules.It shall be the responsibility of the person supervising the erection of the scaffold to see that all components and locking devices are in working order, and no damaged or deteriorated equipment is used in the setup. Should any scaffolding become damaged after the equipment has been erected, workmen shall not be allowed on same until the damaged items have been repaired or replaced.Advanced planning will help the erection of scaffolding to progress smoothly. The equipment should be unloaded as close to the area of use as possible and should be arranged in the order it is to be used. Adjustment screws should be set to their approximate final adjustment before setting up the scaffolding. At this time, a person should check to see that all panels which require coupling pins have them. Consult safety rules as recommended by the Institute.After erecting the first tier of scaffold frames, plumb and level (using instruments) all frames so that no matter how high the final scaffolding setup, the additional frames will also be in correct alignment.As erection proceeds, securely tie all scaffolding to the structure at the ends and at least every 30' horizontally, and at height intervals not to exceed* 4 times the minimum base dimension. Free standing scaffold towers must be restrained from tipping by guying or other means. Scaffold frames must be fastened together at coupling pins where there is a possi-bility of uplift.When scaffolds are to be partially or fully enclosed, specific precautions must be taken to assure frequency ad-equacy of ties attaching the scaffolding to the building due to increased load conditions resulting from effects of wind and weather. The scaffolding components to which the ties are attached must also be checked for additional loads.When erecting additional lifts, always work from plank-ing placed within the scaffold structure. Move planking as erection progresses.Planking and Accessories Use only lumber that is properly inspected and graded for use as scaffold plank.Planking shall have at least 12" of overlap and extend 6" beyond center of support or be cleated at both ends to prevent sliding off support. Do not allow unsupported ends of plank to extend beyond supports. Secure plank to scaffolding when necessary.All scaffold accessories shall be used and installed in accordance with the manufacturer's recommended proce-dures. Accessories shall not be altered in the field.When installing hanger or clamp supported putlogs (trusses), care should be taken to see that they extend at least 6" beyond the point of support. Also, make sure that the proper bracing is placed between putlogs (trusses). When the span between supporting members is more than 12' addi-tional bracing between the putlogs (trusses) and the support-ing member may be required. Do not cantilever or extend putlogs (trusses) as side brackets without thorough consider-ation for loads to be applied or transmitted to the scaffold. When clamping putlogs, clamp capacity may control rather than putlog capacity. Consult scaffold manufacturer.All brackets should be seated correctly with side brack-ets parallel to the frames and the end brackets at 90 degrees to the frame. Brackets shall not be bent or twisted from normal position.Equip all planked or staged areas with proper guard rails and add toeboards when required.Final and Daily Inspection of ErectedScaffoldingThe following is a list of check points to be covered when making a final and daily inspection of scaffolding prior to use. All points should be carefully checked to insure a safe and accident-free job and be periodically rechecked.1.Check to see that there is proper support under every legof every frame on the job. Check also for possible washout due to rain.2.Check to make certain that all base plates and adjustmentscrews are in firm contact with their supports. All adjustment nuts should be snug against the legs of the frame.3.Frames should be checked for plumbness in both direc-tions.4.If there is a gap between the lower end of one frame andthe upper end of another frame it indicates that one adjustment screw must be adjusted to bring the frames in contact. If this does not help it indicates the frame is out of square and should be replaced.5.Each leg of each frame should be cross braced to thecorresponding leg of the next frame.6.While checking the cross braces also check the lockingdevices to assure that they are all in their closed position or that they are all tight.7.Check to be certain that all planking and accessories areproperly installed.8.Check to make certain all ties are secured between thestructure and the scaffolding.PAGE 2 OF 4PAGE 3 OF 4Printed in the U.S.A.9.Check to be certain all guard rails are in place.10.If scaffolding is enclosed, check to see that additionalprecautions have been taken as noted in Section of Erection. Recheck periodically ties, clamps, etc., for movement.11.Insure that safe access to work platform(s) is provided.Dismantling of ScaffoldingThe work of dismantling scaffolding should be under the supervision of an individual with proper experience and aptitude. The following should be observed while disman-tling.1.Check to see if scaffolding has been structurally alteredin any way which would make it unsafe, and if so reconstruct where necessary before commencing with the dismantling procedures.2.Dismantle scaffold from the top down. Begin by remov-ing all accessories from that lift being dismantled at the time.3.Always work from a minimum of two plank placed on thetier of frames below those being removed. Move the planking down as dismantling progresses.4.Do not remove ties until dismantling has reached the tierto which they are attached.5.Always stay within the inside of the scaffold. Do notclimb on the outside for any reason when dismantling.Do not climb on ties, braces or unbraced frames.6.Only remove fastening devices from bottom of framesbeing removed.7.Lower scaffolding components in a safe manner as theyare dismantled. Avoid dropping or throwing the compo-nents as this could result in damage to the equipment, or injury to personnel below.Erection of Rolling TowersWhen erecting rolling scaffolding towers, the following additional items apply. These items are in addition to the application portions of the preceding section.1.Caster should be of adequate load capacity and size inrelation to the height of the tower, the surface over which the tower is to be used and in accordance with all government, state, and local codes, ordinances, and regu-lations.Casters with plain stems shall be attached to the panel or adjustment screw by pins or other suitable means.2.Do not extend adjusting screws on rolling towers morethan 12".3.The platform height shall not exceed* four (4) times thesmallest base dimension unless guyed or otherwise stabi-lized.4.Horizontal diagonal braces should be used near thebottom, top and at 20' intervals measured from the rolling surface.5.When side brackets are used, consideration should begiven to the overturning effect these brackets will have upon the stability of the tower.6.Cross brace every lift-both sides.7.Install guardrails.8.Plank according to Plank and Accessories Section ofErection Procedure.* EXCEPTIONS: Three times in California, Ohio, Oregon,Montana, Maine; 3-1/2 times in Washington.Final Inspection of Rolling TowersThe following additional points should be checked when making a final inspection of rolling scaffold towers prior to their use. These points are in addition to the applicable items covered under the preceding section entitled, "Final Inspec-tion of Erected Scaffolding."1.Check to see that the platform height does not exceed*four (4) times the smallest base dimension unless the tower is properly guyed or otherwise stabilized.2.Check to see that, if adjusting screws have been used,they are not extended more than 12".3.Check to make sure the caster brakes are in good workingcondition and are applied when tower is not being moved.4.Inspect to make sure horizontal diagonal bracing hasbeen placed near the bottom, top, and at 20' intervals measured from the rolling surface. A hook on manufac-tured platform properly attached to the top frame may be equivalent to the top horizontal diagonal brace.5.Cross bracing has been installed on both sides of everylift.6.Check the area in which the tower is to be used to insurethere are no obstructions either in, on, or above the floor which will interfere with the proper and safe use of the rolling tower.7.Check for guardrails.8.Check to see that all planks and fabricated platforms areproperly installed.9.Insure that safe access to work platform(s) is provided.REFER TO SCAFFOLDING, SHORING & FORMING INSTITUTE SCAFFOLDING SAFETY RULES BEFORE USING SCAFFOLDING.The procedures outlined in this Guide describe conventional procedures for erecting and dismantling scaffolding systems.However, equipment and systems differ and, accordingly,reference must always be made to the instructions and proce-dures of the manufacturer or supplier of the equipment. Since field conditions vary and are beyond the control of the Institute and its members, safe and proper use of this equip-ment is the responsibility of the user and not the Institute or its members.SCAFFOLDING AND SHORING INSTITUTE1230 KEITH BUILDING CLEVELAND, OHIO 44115FORM NO. SSI-83-80-68125 TAYLOR PARKWAY ARCHBOLD, OHIO 43502© Bil-Jax, Inc. 2004SCAFFOLDING SAFETY GUIDELINESas Recommended by SCAFFOLDING , SHORING & FORMING INSTITUTEPAGE 4 OF 4Printed in the U.S.A.FORM NO. 3-61/4-89It shall be the responsibility of all employers and employees to read and comply with the following common sense guidelines which are designed to promote safety in the erecting and dismantling of scaffolds. These guidelines do not purport to be all-inclusive nor to supplant or replace other additional safety and precautionary measures to cover usual or unusual conditions. Local, State or Federal statute or regulations shall supersede these guidelines if there is a conflict and it is the responsibility of each employee to comply.GENERAL GUIDELINESI.POST THESE SCAFFOLDING SAFETY GUIDELINES in a conspicuous place and be sure that all persons who erect, dismantle or use scaffolding are aware of them.II.FOLLOW ALL STATE, LOCAL AND FEDERAL CODES, ORDINANCES AND REGULATIONS pertaining to scaffolding because they may be morerestrictive. For example, height or width requirements may vary.III.SURVEY THE JOB SITE —A survey shall be made of the job site for hazards, such as untamped earth fills, ditches, debris, high tension wires, unguardedopenings, and other hazardous conditions created by other trades. These conditions shall be corrected or avoided as noted in the following sections.IV.INSPECT ALL EQUIPMENT BEFORE USING —Never use any equipment that is damaged or defective in any way.V.KEEP ALL EQUIPMENT IN GOOD REPAIR —Avoid using corroded equipment—the strength of corroded equipment is not known.VI.INSPECT ERECTED SCAFFOLDS DAILY —or at the beginning of every shift to be sure that they are maintained in safe condition.VII.NEVER USE EQUIPMENT FOR PURPOSES OR IN WAYS FOR WHICH IT WAS NOT INTENDED.VIII.REPORT ANY UNSAFE CONDITION. NEVER TAKE CHANCES —Do not work on scaffolds if your physical condition is such that you feel dizzy orunsteady in any way.IX.WORKING UNDER THE INFLUENCE OF ALCOHOL OR ILLEGAL DRUGS IS STRICTLY PROHIBITED.X.CONSULT YOUR SCAFFOLDING SUPPLIER—NEVER TAKE CHANCES —Consult manuals and instructions provided by the supplier; scaffolding ishis business.GUIDELINES FOR ERECTION AND USE OF SCAFFOLDSA.PROVIDE ADEQUATE SILLS for scaffold posts and use base plates.E ADJUSTING SCREWS for other approved conditions.C.PLUMB AND LEVEL ALL SCAFFOLDS as the erection proceeds. Do not forcebraces to fit—level the scaffold until proper fit can be made easily.D.BRACING. Each frame or panel shall be braced by horizontal bracing, crossbracing, diagonal bracing or any combination thereof for securing verticalmembers together laterally. All brace connections shall be made secure, inaccordance with manufacturers' recommendations.E.DO NOT CLIMB CROSS BRACES. Use only an access (climbing) ladder,access steps, frame designed to be climbed or equivalent safe access to scaffold.F.TIE RUNNING SCAFFOLD TO WALL or structure when the height exceeds*four (4) times the minimum scaffold base dimension. The first vertical andlongitudinal tie shall be placed at this point. Vertical ties shall be repeated atintervals not greater than 26 feet. Longitudinal ties shall be placed at each end and at intervals not greater than 30 feet. Ties must prevent the scaffold from tipping into or away from the wall or structure.G.WHEN SCAFFOLDS ARE TO BE PARTIALLY OR FULLY ENCLOSED,specific precautions must be taken to assure frequency and adequacy of ties attaching the scaffolding to the building due to increased load conditions resulting from effects of wind and weather. The scaffolding components to which the ties are attached must also be checked for additional loads.H.WHEN FREE STANDING SCAFFOLD TOWERS exceed* four times their minimum base dimension vertically, they must be restrained from tipping.I.DO NOT ERECT SCAFFOLDS NEAR ELECTRICAL POWER LINES UN-LESS PROPER PRECAUTIONS ARE TAKEN. Consult the power servicecompany for advice.J.DO NOT USE ladders or makeshift devices on top of scaffolds to increase theheight.K.DO NOT EXCEED MANUFACTURERS' RECOMMENDED LOAD RAT-ING.L.EQUIP AND MAINTAIN ALL PLATFORMS with proper guardrails, mid-rails,and toeboards along all open sides and ends of scaffold platforms.M.ALL BRACKETS shall be seated correctly with side brackets parallel to theframes and end brackets at 90 degrees to the frames. Brackets shall not be bent or twisted from normal position. Brackets (except mobile brackets designed tocarry materials) are to be used as work platforms only and shall not be used forstorage of material or equipment. When brackets are used, the scaffold shall betied to the structure or otherwise restrained to prevent tipping.N.ALL SCAFFOLDING ACCESSORIES shall be used and installed in accordancewith the manufacturers' recommended procedure. Accessories shall not bealtered in the field. Scaffolds, frames and their components of various manufac-turers shall not be intermixed.O.FOR PLANKING, THE FOLLOWING GUIDELINES APPLY:e only lumber that is properly inspected and graded as scaffold plank.2.Planking shall have at least 12 inches of overlap and extend 6 inches beyondcenter of support, or, be cleated at both ends to prevent sliding off supports.3.Fabricated scaffold planks and platforms, unless created or restrained byhooks, shall extend over their end supports not less than 6 inches nor more than 12 inches.4.Secure plank to scaffold when necessary.P.FOR ROLLING SCAFFOLDS THE FOLLOWING ADDITIONAL GUIDE-LINES APPLY.1.CASTERS WITH PLAIN STEMS shall be attached to the panel or adjust-ment screw by pins or other suitable means.2.DO NOT EXTEND ADJUSTING SCREWS ON ROLLING SCAFFOLDS MORE THAN 12 INCHES.3.WHEELS OR CASTERS shall be provided with a locking device and kept locked during erection and dismantling or any time scaffolds are not being moved.4.SECURE OR REMOVE ALL MATERIAL AND EQUIPMENT fromplatform before moving E HORIZONTAL DIAGONAL BRACING near the bottom and at 20 foot intervals measured from the rolling surface.6.DO NOT USE brackets or other platform extensions without consideration of overturning effect.7.THE HEIGHT OF A ROLLING SCAFFOLD excluding its uppermost guardrails, must not exceed* four times its smallest base dimension unlessit is stabilized by an engineered counterweight system or some other equivalent means.8.CLEAT OR SECURE ALL PLANKS.9.DO NOT ATTEMPT TO MOVE A ROLLING SCAFFOLD WITHOUTSUFFICIENT HELP—watch out for holes in floor and overhead obstruc-tions—stabilize against tipping.10.DO NOT RIDE ROLLING SCAFFOLDS.11.JOINTS shall be restrained from separation.Q.FOR "PUTLOGS" AND "TRUSSES" the following additional guidelines apply.1.DO NOT CANTILEVER OR EXTEND PUTLOGS/TRUSSES as side brackets without thorough consideration for loads to be applied.2.PUTLOGS/TRUSSES SHOULD BE EXTENDED AT LEAST 6 inches beyond point of support.3.PLACE RECOMMENDED BRACING BETWEEN PUTLOGS/TRUSSES when the span of putlog/truss is more than 12 feet.R.WHEN DISMANTLING SCAFFOLDING THE FOLLOWING ADDITIONALGUIDELINES APPLY:1.CHECK TO SEE IF SCAFFOLDING HAS BEEN STRUCTURALLY ALTERED in any way which would make it unsafe, and if so, reconstruct where necessary before commencing with dismantling procedures.2.VISUALLY INSPECT PLANK prior to dismantling to be sure that they are safe to work PONENTS SHOULD BE LOWERED as soon as dismantled in safe manner so as to protect personnel below.4.DO NOT ACCUMULATE EXCESS COMPONENTS OR EQUIPMENT on the level being dismantled.5.DISMANTLED EQUIPMENT should be stockpiled in an orderly manner.S.FOLLOW ERECTION PROCEDURES AND USE MANUALS."These safety guidelines set forth common sense procedures for safely erecting and dismantling scaffolding equipment. However, equipment and scaffoldingsystems differ, and accordingly, reference must always be made to the instructions and procedures of the supplier of the equipment. Since field conditions vary and are beyond the control of the Institute, safe and proper use of scaffolding is the responsibility of the user and not the Institute."Reprinting of this publication does not imply approval of product by the Institute or indicate membership in the Institute. Permission to reproduce in entirety can be obtained from Scaffolding, Shoring & Forming Institute, 1230 Keith Bldg., Cleveland, Ohio 44115* EXCEPTIONS: Three times in California, Ohio, Oregon, Montana, Maine; 3-1/2times in Washington.。
VMware vSphere Flash Read Cache 与 XstreamCORE 集成配置
The Power Behind the Storage+1.716.691.1999 | T ake advanTage of vM ware v S phere ® f laSh r ead C aChe ™ (v frC) wiTh X STreaM Core™Adding remote flash to ESXi™ hosts and allocating it as read cache is supported inVMware® as of ESXi 5.5. VMware vFRC is a feature that allows hosts to use solid state drives as a caching layer for virtual machines virtual disks to improve performance by moving frequently read information closer to the CPU. Now SAS shelves of SSDs can be added to the datacenter where hosts can be allocated and assigned the flash they need to improve each VMs read performance.VMware has published vFRC performance numbers that show database performance can be increased between 47% - 145% through proper sizing and application of vFRC. vFRC requires VMware vSphere® Enterprise Plus™ edition.X STreaM Core® addS f laSh SSd S To up To 64 hoSTS per applianCe pairATTO XstreamCORE® interfaces with commodity shelves of up to 240 total SAS/SATASSDs per appliance. XstreamCORE supports the ability to map Fibre Channel initiators directly to SAS LUNs up to a maximum of 64 ESXi hosts. This benefits hosts that may be space constrained from adding SSD drives, such as blade servers or servers without free drive slots. ATTO recommends that appliances be installed in pairs for redundancy both in Fibre Channel pathways as well as to connect to multiple SAS controllers of a JBOF shelf. Multiple XstreamCORE appliance pairs can be added to a fabric to support far more than 64 hosts in a single data center.X STreaM Core e liMinaTeS The need for e nTerpriSe S Torage • XstreamCORE FC 7550/7600 presents SAS/SATA SSDs on Fibre Channel fabrics to allESXi hosts for use as local SSD flash for hosts and read cache for VMs or even rawSSD capacity storage space •Allows the use of commodity JBOFs to scale up to 240 total SSD devices perappliance pair instead of more expensive All Flash or Enterprise storage •No hardware or software licensing required to utilize all XstreamCORE features •XstreamCORE features the ATTO xCORE processor which accelerates all I/O inhardware ensuring a deterministic, consistent protocol conversion latency of lessthan 4 microseconds •XstreamCORE advanced features including host group mapping, which isolatesspecific Fibre Channel initiators to specific SSD LUNs ensuring hosts can only seethe SSDs they are allocated. This mapping can be quickly and easily changed as host needs and additional SSDs are added to the environmentXstreamCORE connects up to 10 shelves of flash SSDs to a Fibre Channel fabric and then to up to 64 VMware ESXi hosts. This storage is then set up as remote flash for hosts or as SSD LUNs to scale up existing storage.ATTO XstreamCORE 7550 or 76006Gb and 12Gb SSD JBOF Shelvesa dding SSd S aS r ead C aChe via f ibre C hannelXstreamCORE listed in the VMware Compatibility Guide07/10/19Host Read Cache for VMware DatacentersAddexternAlSAS/SAtA SSd F lASh with M ultipAthing And F ibre C hAnnel Support。
《建筑施工门式钢管脚手架安全技术规范》(JGJ128_2010)
《建筑施工门式钢管脚手架安全技术规范》（JGJ128-2010）1 总则1.0.1 为在门式钢管脚手架的设计与施工中贯彻执行国家安全生产法规，做到技术先进、经济合理、安全适用，制定本规范。
1.0.2 本规范适用于房屋建筑与市政工程施工中采用门式钢管脚手架搭设的落地式脚手架、悬挑脚手架、满堂脚手架与模板支架的设计、施工和使用。
1.0.3 在施工前应按本规范的规定对门式钢管脚手架或模板支架结构件及地基承载力进行设计计算，并应编制专项施工方案。
1.0.4 门式钢管脚手架的设计、施工与使用，除应符合本规范外，尚应符合国家现行有关标准的规定。
2 术语和符号2.1 术语2.1.1 门式钢管脚手架frame scaffoldings with steel tubules以门架、交叉支撑、连接棒、挂扣式脚手板、锁臂、底座等组成基本结构，再以水平加固杆、剪刀撑、扫地杆加固，并采用连墙件与建筑物主体结构相连的一种定型化钢管脚手架(图2.1.1)。
又称门式脚手架。
2.1.2 门架frame门式脚手架的主要构件，其受力杆件为焊接钢管，由立杆、横杆及加强杆等相互焊接组成(图2.1.2)。
2.1.3 配件accessories门式脚手架的其它构件，包括连接棒、锁臂、交叉支撑、挂扣式脚手板、底座、托座。
2.1.4 连接棒spigot用于门架立杆竖向组装的连接件，中间带有凸环的短钢管制作。
2.1.5 交叉支撑cross bracing每两榀门架纵向连接的交叉拉杆。
2.1.6 锁臂locking arm门架立杆组装接头处的拉接件，其两端有圆孔挂于上下榀门架的锁销上。
2.1.7 锁销locking pin用于门架组装时挂扣交叉拉杆和锁臂的锁柱，以短圆钢围焊在门架立杆上，其外端有可旋转90°的卡销。
2.1.8 挂扣式脚手板hanging platform两端设有挂钩，可紧扣在两榀门架横梁上的定型钢制脚手板。
2.1.9 调节架adjust frame用于调整架体高度的梯形架，其高度为600mm～1200mm，宽度与门架相同。
脚手架安全资料(英文)
Basic Scaffold Components
15
Starting with a Solid & Flat Base is possibly the most important
step when erecting scaffold
First inspect the area and make the surface level • The ground or surface must be capable of supporting the scaffold and the imposed load • The ground or surface under the standards must be made as level as possible
12
Scaffold Duty and Safe Factor
13
Scaffold shall be designed and/or constructed for a specific purpose and loading. Here examples of typical applications:
Painting - Cleaning
General Construction Work Heavy Construction Very Heavy Construction
150
200 250 300
The scaffold shall support 4 times the maximum intended load
Typical Hazards
7
Poor initial design Inadequate bracing
Overloading
Q_SY1246-2009《脚手架作业安全管理规范》
企业标准Q/SY1246—2009脚手架作业安全管理规范中国石油天然气集团公司发 布Q/SY 1246—2009目 次前言 (Ⅱ)1 范围 (1)2 规范性引用文件 (1)3 术语和定义 (1)4 职责 (1)5 管理要求 (1)5.1 基本要求 (1)5.2 脚手架的搭建、拆除、移动、改装 (2)5.3 脚手架的检查 (2)5.4 隔离与防护 (3)5.5 脚手架的使用 (3)5.6 脚手架材料 (3)6 审核、偏离、培训和沟通 (3)6.1 审核 (3)6.2 偏离 (3)6.3 培训和沟通 (3)附录A (资料性附录) 脚手架检查清单 (4)附录B (资料性附录) 脚手架警示牌 (6)IQ/SY 1246—2009II前 言本标准的附录A、附录B是资料性附录。
本标准由中国石油天然气集团公司标准化委员会健康安全环保专业标准化技术委员会提出并归口。
本标准负责起草单位：中国石油安全环保技术研究院。
本标准参加起草单位：中国石油川庆钻探工程公司、中国石油塔里木油田公司。
本标准主要起草人：范立、胡月亭、蒲怀武、田建军、李斌、李志忠、杜民、夏春英、李六有。
Q/SY 1246—2009脚手架作业安全管理规范1 范围本标准规定了脚手架作业的安全管理要求以及相关审核、偏离、培训和沟通的管理要求。
本标准适用于中国石油所属企业的任何金属脚手架作业活动，包括搭建、拆卸、移动、提升、改建和使用脚手架。
2 规范性引用文件下列文件中的条款通过本标准的引用而成为本标准的条款。
凡是注日期的引用文件，其随后所有的修改单(不包括勘误的内容)或修订版均不适用于本标准，然而，鼓励根据本标准达成协议的各方研究是否可使用这些文件的最新版本。
凡是不注日期的引用文件，其最新版本适用于本标准。
JGJ46 施工现场临时用电安全技术规范Q/SY1240-2009 作业许可管理规范Q/SY1241-2009 动火作业安全管理规范Q/SY1238-2009 工作前安全分析管理规范3 术语和定义下列术语和定义适用于本标准。
建筑专业英语词汇（O-Q）_建筑英语词汇
o ring 圆形截面环oak 栎树oakum 麻絮obelisk 方尖碑object 对象object of construction production 工程项目oblique butt joint 斜对接oblique projection 斜投影oblique scarf 斜接榫oblique section 斜截面obscured glass 毛面玻璃observation 观测observation light 碍航物灯标observation of the work 操奏视observation point 观测点observational data 观测资料occupancy 居住occupancy load 收容能力;居住载荷occupancy rate 居住率occupant space requirements 居住空间标准occupants 居住者occupied zone 实占地域ocher 袅ochre 袅ocrate process 四氟化硅处理ocrated concrete 四氟化硅混凝土oder suppression 臭气排除odor 臭气odor control 四氟化硅处理odorimeter 气味计odour 臭气off center load 偏心荷重off formwork concreting 无模壳灌筑混凝土off grade size 不合格粒径off ground hauler 越野土运机off loading ramp 卸载斜坡道off peak electric heating 非峰期电供热off peak load 非峰值负载off peak period 非高峰时间off set joints 错缝off shore boring 海底钻探off shuttering concreting 无模壳灌筑混凝土off the site work 现场外工作office 机关office building 办公楼office furniture 办公室设备offset 突层offset bend 迂回管弯头offset yield strength 条件屈服强度offshore boring island 钻井平台offshore structures 海上结构物offstream storage 停运贮藏池ogee s形曲线ogee arch 葱形拱ogee curve s形曲线ohio cofferdam 俄亥俄围堰oil 油oil bath air filter 油浴空气过滤器oil buffer 液压缓冲器oil fired heater 烧油空气加热器oil fired heating system 烧油供热系统oil paint 油漆oil pipeline 油管oil stain 油蚀oil trap 集油器oil washed air cleaner 油浴空气过滤器oil well cement 油井水泥omnia concrete floor 咬封混凝土楼板omnia concrete plank 咬封混凝土板on job laboratory 工地实验室on off valve 双位阀on site connection 就地连接once through water supply system 单柳水系统ondol 炕one brick wall 单砖墙one centered arch 单心拱one coat work 单层粉刷one component material 单一性材料one degree system 单自由度系统one family dwelling 单户住宅one hand block 小型砌块one hand tile 小型砌块one hinged arch 单铰拱one off design 专用设计one off houses 临时房屋one pass aeration tank 单道曝气池one pipe circulation 单管式循环one pipe heating system 单管供热系统one pipe loop system 单管环路系统one pipe system 单管系统one room dwelling 单间住宅one roomed flat 单间公寓one side welding 单面焊one sided connection 单面连接one span two hinged frame 单跨度双铰接框架one storey house 单层房屋one way slab 单向配筋板one way street 单行道one way system 单向配筋方式one way valve 单向阀onramp 斜坡弯道opal glass 乳色玻璃opaque ceramic glazed tile 不透谜瓷釉瓷砖open air intake works 无压取水结构open air plant 露天装置open air water power plant 开启式水力发电站open boarding 开缝铺板法open box section 敞开箱形构造截面open caisson 沉井open caisson foundation 沉井基础open cornice 敞檐open cut tunneling 泌隧道工程open deck car park 开敞式停车建筑物open distribution 开启分送open ditch drainage 排水玫open drain 排水玫open drainage 排水玫open eaves 敞檐open expansion tank heating system 自由膨胀水箱式供热系统open floor 露瞄栅楼板open frame girder 空腹桁架梁open hood 开口式通气罩open joint 渺open mortise 开口榫眼open newel stair 露眯柱旋梯open pan mixer 敞口盘式混合料open parking structure 开敞式停车建筑物open pier construction 空架式突堤结构open piping 外露管道open pit 露天开采坑open plan 开敞布置open return steam heating system 直接蒸汽供热系统open riser stair 露盲步楼梯open roof 露幂顶open section 开口断面open sheathing 版面疏松的衬板open sheeting 版面疏松的衬板open slating 疏铺石板open space 空地open stairway 露氓梯open steam heating system 直接蒸汽供热系统open storage area 露天堆场open storage ground 露天堆场open storm drainage 露藐水排水沟open tendering 公开招标open territory 空旷地区open timber floor 露木楼板open timbering 版面疏松的衬板open traverse 开路导线open type exhaust canopy 开式排气雨棚open valley 屋面天沟open vent 开式通风口open web 空腹open web girder 空腹大梁open web steel joist 空腹钢铁托梁open well 露幂井open well stair 露幂井楼梯open wharf 透空式码头open wiring 眠布线opening 孔opening bridge 开合桥opening light 开敞式窗洞opening of bids 开表openwork jetty 透空式码头opera house 歌剧院operable partition 开闭式间壁operable transom 开敞式气窗operable wall 开闭式间壁operating floor 操专operation 操作operation drawing 加工图operation schedule 椎程序operational range 操锥围operational waste 操耗operator 操妆optical sag 视光垂度optical square 光学直角器optimal design 优化设计optimization 最优化optimum city size 最佳城市大小optimum condition 最佳条件optimum design 最佳设计opus latericium 嵌砖混凝土墙opus quadratum 方石筑墙or equal specification 被承认等同的技术条件orbit 轨道orchard garden 果园order 柱型式样order of technical assignment 技术任务指令orderly construction territory 有次序的工程地区ordinary concrete 普通混凝土ordinary construction 一般构造ordinary dense concrete 普通密实的混凝土ordinary lime mortar 普通灰浆ordinary portland cement 普通硅盐水泥ordinary red brick 普通红砖ordinary reinforced concrete 普通钢筋混凝土ordinary structural concrete 普通结构混凝土ordinate 纵坐标ordnance bench mark 水准基点organic binder 有机粘结剂organic content 有机质含量organic impurity 有机不洁物organic silt 有机质淤泥organic test 有机物试验organic wastes 有机废水organism of production 生产组织organization 机构oriel 凸窗oriental type park 东方式公园orientation of building 房屋定位orifice meter 孔极量计orifice tube test 坍落度筒测定origin of force 着力点original cross sectional area 起始横截面面积original drawing 原图ornament 装饰ornamental architecture 盛饰建筑ornamental concrete 装饰混凝土ornamental concrete finishing 装饰混凝土修整ornamental forest 风景林ornamental glass 装饰玻璃ornamental motif 装饰肘ornamental panelling 装饰镶板ornamental part 装饰配件orthogonal anisotropic plate 正交蛤异性板orthogonal projection 正投影orthography 正投影orthotropic plate 正交蛤异性板orthotropic structures 正交蛤异性结构oscillating machinery 振动机械oscillating screen 振动筛oscillation 振动oscillation conveyor 振荡式输送机osmose 渗透ossature 骨胳out port 外港outbuilding 附属房屋outdoor air 外伸架临时顶撑outdoor air inlet 外部空气outdoor exposure test 野外曝露试验outdoor furniture 户外七outdoor installation 户外装置outdoor paint 室外用油漆outdoor power station 开启式水力发电站outdoor powerhouse 开启式水力发电站outdoor temperature 室外温度outer court 外院outer door 外门outer fiber 外部纤维outer forces 外力outer harbor 外港outer lining 外门窗框outer slope 外侧坡度outer string 楼梯外侧小梁outer support 外支座outer wall 外墙outfall 排水口outfit 装置outflow channel 泄水渠outhouse 屋外厕所outlay of production 生产经费outlet box 引出箱outlet opening 排出口outlet tunnel 排水隧道outline 轮廓outline drawing 轮廓图outline of house 房屋轮廓outline specification 一般技术规格outmost fiber 外部纤维output data 输出数据outrigger 外伸架outrigger base 悬臂板outrigger scaffold 排出脚手架outrigger shore 外伸架临时顶撑outside air 外部空气outside air opening 外部空气通道outside architrave 外门窗框outside casing 外门窗框outside coating 外部涂刷outside column 外部柱outside corner moulding 角条outside door 外门outside film coefficient 外表面传热系数outside finish 外饰面outside foundation line 外部地基线outside glazing 外部装配玻璃outside scaffolding 外部脚手架outside temperature 室外温度outside wall 外墙outside window 外部窗outstreet 郊区outwork 野外椎oval arch 椭圆形拱oven 炉ovendry wood 烘干木材over dwelling 居住区过密over mortared concrete mix 多灰浆混凝土混合料overall coefficient of heat transfer 总传热系数overall depth of section 截面总高度overall dimensions 综合尺寸overall height 总高度overall length 总长overall size 总尺寸overbridge 天桥overburden 复盖层overburden excavator 剥土电铲overburden pressure 积土压力overburden stripping 覆盖层剥除overcrossing 上跨交叉overcrowded city 挤集型城市overcrowding 拥挤过度overdesign 超裕度设计结构overdeveloped city 过度发展的城市overdevelopment 地下水池的枯燥overdosage 超量配料overfall gap 溢水口overflow dam 溢劣overflow pipe 溢淋overflow stand 溢淋overground part 地上部分overhand work 从内墙砌砖overhang 悬突体overhaul 大修overhead crane 高架起重机overhead crane girder 桥式吊车梁overhead distribution 架空配电overhead door 升降门overhead heating system 上分式供热系统overhead illumination 天花板照明overhead line 架空线路overhead pipeline 架空管道overhead water storage tank 高架蓄水箱overhead welding 仰焊overhead wire 架空线路overhead work 高空工作overhung door 悬挂式推拉门overlap 重迭overlapping construction schedule 综合施工进度表overlay paper 混凝土覆盖纸overload 过载overload limiter 超载限制器overload protection 过载保护overlying ground 上面覆盖overpass 上跨桥overpass for pedestrians 高架人行道overpressure protection 超压防护oversailing course 挑出砖层oversanded mix 多砂混合料oversite concrete 地基混凝土板层overslabbing 混凝土板铺路overstressing 超限应力overstretching 超限应力overturning moment 倾覆力矩overvibration 过度振动owner 甲方owner architect agreement 所有人和建筑师合同owner contractor agreement 所有人和承包人合同owner's inspector 甲方检查员oxidation capacity 氧化能力oxidation column 氧化塔oxidation lagoon 氧化池oxidation pond 氧化池oxide 氧化物oxidized linseed oil 氧化亚麻油oxyacetylene cutting torch 氧快切割机oxychloride cement 氯氧水泥oxygen 氧oxygen deficit 缺氧oxygenator 氧合器ozonation 臭氧处理ozonator 臭氧化发生器ozone 臭氧ozone treatment 臭氧处理ozonized air 缺氧ozonizing chamber 臭氧化窒pack 束package dealer 总承包者packaged air conditioner 小型空气第器packaged boiler 移动式锅炉packaged building program 综合建筑计划packaged concrete 包装混凝土packed heat insulation 填充式绝热packed joint 堵塞接缝packing 填满packless valve 无填料阀pad 承梁垫石padding 涂底漆paddle 小闸门paddle aerator 叶轮式曝气器paddle loader 桨叶式装载机paddle mixer 桨叶式搅拌机padlock 挂锁padstone 承梁垫石pagoda 塔pail 水桶paint 颜料paint base 油漆打底paint blaster 涂料喷雾器paint brush 漆刷paint gun 喷漆枪paint ingredient 涂料成分paint kettle 油漆锅paint peeling 涂漆层剥皮paint pot 油漆锅paint roller 漆滚筒paint spray gun 喷涂枪paint spraying 喷漆paint spraying machine 喷漆机painter's hand tools 漆工手工具painting 涂油漆painting work 涂装工作pair of doors 双门palace 宫殿palatial architecture 宫殿式建筑pale 桩palette knife 但刀paling 栏栅palisade 栏栅pallet 但板palletized load 架装荷载pan 铰链孔pan floor 盘式楼板pan humidifier 盘式加湿器pan mixer 盘状拌和机pane 窗玻璃pane of glass 门墙玻璃块panel 镶板panel air system 嵌入式空气系统panel built house 预制墙板式房屋panel construction 壁板式构造panel cooler 板式冷却器panel cooling 嵌入式降温panel door 镶板门panel heating 板壁供热panel lighting 格式照明panel load 节点载荷panel node 节点panel point 节点panel radiator 嵌入式散热器panel shuttering 镶板式模壳panel strip 嵌条panel type house 预制墙板式房屋panel wall 幕墙panel work 镶板工作panelled ceiling 格子平顶panelling 镶板pantile 波形瓦pantry 备餐间paper 纸paper backed lath 用纸鬃层的板条paper board 纸板paper filter 纸过滤器paper form 纸模papering 糊纸parabola 抛物线parabolic arch 抛物线拱parabolic curve 抛物曲线parabolic girder 抛物线梁parabolic shell 抛物线状薄壳paraffin 蜡parallel chord truss 平行弦桁架parallel flow heat exhanger 并两热交换器parallel lay rope 顺扭交绳parallel stair 平行楼梯parallel swivel bench vice 平行轮轴钳工台虎钳parallel wire unit 平行钢丝束parallelepiped 平行六面体parallelism 平行parallelogram 平行四边形parallelogram of forces 力平行四边形parameter 参数parapet 女儿墙parent matrix 原结合料pargeter 灰泥工paring chisel 消錾park 公园park architecture 公园建筑parker truss 帕克式桁架parking area 停车场parking lot 停车场parking place 停车场parking tower 塔式停车处parkway 林荫干道parlour 接待室parquet 拼花地板parquet block 镶木地板条块parquet floor 镶木地板part 零件part drawing 零件图part in bending 受弯部分part in compression 受压部分part in tension 受拉部分part swing shovel 部分旋转式电铲partial air conditioning 局部空调partial cover plate 部分盖板partial prestressing 部分的预应力partial safety factors 部分安全系数partially drowned weir 局部潜堰partially prestressed composite construction 部分预应力组合结构partially separate system 部份分僚水系统particle 粒子particle board 碎木板particle shape 颗粒形状particle size 粒子大小particle size analysis 粒度分析particle size distribution 粒径分布particle size distribution curve 粒度分布曲线parting agent 脱模隔离涂料partition 隔板partition beam 隔壁梁partition block 隔墙块partition board 隔墙板partition tile 隔壁用花砖partition wall of glass bricks 玻璃块间壁party wall 共用隔墙pass 通道passage 通道passageway 通道passenger elevator 乘客电梯passenger flow 旅客怜passenger lift 乘客电梯passive earth pressure 被动地压paste 软膏paste content 浆状物含量paste paint 厚漆paste volume 浆状物含量pat 试饼pat mortar 扁饼灰泥patand 地梁patching 补坑patching compound 修补混合料patching mix 修补混合料patent glazing 无油灰装玻璃paternoster 链斗式升降机path of seepage 渗哩路patio 庭院patten 柱基础patter 抹板pattern 模型pattern decoration 花样装饰patterned finish 花纹装修patterned paper 花纹纸patternmaker 制模工人paumelle 可折较链paved median 铺面中央分隔带paved shoulders 铺砌的路肩pavement 铺装pavement base 铺路基础pavement concrete 路面混凝土pavement design 路面设计pavement marking machine 路面标线机pavement overlay 路面罩面pavement saw 铺面锯机pavement slab 铺路板paver 混凝土搅拌摊铺机paver's hammer 铺砌工锤pavilion 展览馆分管凉亭pavilion roof 攒尖式屋顶paving asphalt 铺路沥青paving blocks 铺面块体paving brick 铺地砖paving flag 铺路石板paving slab 铺路板paving stone 铺路石paving train 联合铺路机pea gravel 豆粒砾石pea gravel grout 豆砾石薄浆pea grit 豆粒砾石pea shingle 豆粒砾石peak arch 尖拱peak demand 最大需要量peak discharge 最大量peak load 最大载荷peak stress 高最大应力pearl 珍珠pearlite 珍珠岩peasant market 农民市场peat 泥炭peat brick 泥炭砖peat soil 泥沼质土peaty soil 泥沼质土pebble 砾石pebble clarifier 砾石清净器pebble dash 小卵石涂抹pedestal 柱脚pedestal foot 大放脚pedestrian bridge 人行桥pedestrian guard rail 人行道栏杆pedestrian overcrossing 人行天桥pedestrian protection 行人保护装置pedestrian railing 人行桥栏杆pedestrian subway 人行隧道pedestrian traffic 行人交通pediment 人形墙peeling 剥皮peference mark 基准点peg 短桩pegging out 定界pell mell construction 抛筑pelleted mineral wool 颗粒状矿棉penalty 罚款penalty clause 违约罚金条款pencil 束pencil rod 细钢杆pendence 斜度pendentive dome 三角穹圆顶pendentives 穹隅pendulum 振子pendulum bearing 摇摆式支座pendulum saw 摆锯penetrability 透入性penetration 贯穿penetration probe 贯穿探针penetration test 贯入试验penetration treatment 浸透处理penning gate 直升式泄水闸门penstock 水压管pentagon 五角形penthouse 小棚屋penthouse apartment 屋顶公寓pentroof 单坡屋顶penumbra 半影percent compaction 压实百分数percent fines 细粒含量百分率percent of elongation 伸张度percent of void 孔隙率percentage by volume 体积百分率percentage by weight 重量百分比percentage reinforcement 配筋比率percolating water 渗透水percolation 渗漏percolation gauge 渗透计percussion drill hammer 冲魂锤percussion drilling 冲魂percussion penetration method 撞会入法perennial stream 常流perforated brick 有孔砖perforated casing well 滤管井perforated ceiling board 穿孔天花板perforated plate 凿孔板perforated wall 穿孔墙performance characteristic 工棕性performance test 性能试验perimeter 周边perimeter beam 圈梁perimeter grouting 周边管浆perimeter heating 周边供热perimeter wall 围墙perimeter zone 周边区域period 周期peripheral stress 圆周应力periphery 周围perlite 珍珠岩perlite concrete 珍珠岩混凝土perlite mortar 珍珠岩灰浆permafrost 永冻土带permanent construction 永久性结构permanent deflection 永久变位permanent deformation 残余变形permanent hardness 永久硬度permanent load 固定负载permanent moment 固定矩permanent position 固定位置permanent set 残余变形permanent shuttering 永久式模板permanent stream 常流permanent structure 永久性结构permeability 渗透性permeability apparatus 渗透装置permeability coefficient 渗透系数permeability of soil 土壤渗透性permeability reducing admixture 减渗外加剂permeable groyne 透水折劣permetallurigcal cement 炉渣水泥permissible deflection 允许挠度permissible load 容许荷载permissible stress 容许应力permissible stress method 容许应力法permissible velocity 容许速度permission 容许personnel job hoist 施工人员升降机perspective drawing 透视图pervibrator 插入式振捣器petroleum asphalt 石油沥青petroleum bitumen 石油沥青petroleum stove 石油火炉petroleum tar 石油焦油phantom drawing 透视图phase 相phenolic resin cement 酚醛尸水泥phenomena 现象photo elastic analysis 光弹性分析photo elastic test 光弹性试验photoelasticity 光弹性photograph 相片photometer 光度计photosynthesis 光合酌phreatic line 浸润线phreatic water 不承压地下水piano wire concrete 钢弦混凝土pick dressing 风镐修琢picket fence 尖桩篱栅picknometer 比重瓶piece 一块piedroit 墙壁平柱pier 桥墩pier cap 墩帽pier construction 支柱结构pier foundation 墩基础pier head power station 堤头水力发电站piezoelectric pick up 压电拾声器piezometer 压力计piezometer tube 测压管piezometric head 测压管水头piezometric level 测压管水位pig iron 生铁piggery 猪圈pigment 色素pigmented finish 着色装饰pilaster 附壁柱pilaster face 半露柱面部pilaster side 半露柱边pile 堆pile after driving 二次打桩pile and cribwork foundation 桩木格笼基础pile and fascine revetment 桩木排护岸pile band 桩箍pile bent 桩排架pile cluster 桩群pile dolphin 桩式系船柱pile drawer 拨桩机pile driver 打桩机pile driving 打桩pile driving by vibration 振动打桩pile driving equipment 打桩设备pile driving formula 打桩公式pile driving frame 打桩架pile driving hammer 桩锤pile driving plant 打桩装置pile driving pontoon 打桩船pile driving rig 打桩装置pile extension 接桩pile extractor 拨桩机pile ferrule 桩箍pile follower 打桩帽pile footing 桩基础pile foundation 桩基础pile framing 桩框架pile grillage 桩格排pile group 桩群pile hammer 桩锤pile head 桩头pile helmet 桩盔pile hoop 桩箍pile jacking 顶桩pile jetting 水冲沉桩pile load capacity 桩荷载容量pile pedestal 桩台座pile pier 桩式桥墩pile positioning 桩定位pile ring 桩箍pile row 桩列pile shoe 桩靴pile sinking 打桩pile splicing 接桩pile stockage 桩列pile tip 桩头pile toe 桩头pile top 桩头piled quay 横栈桥码头pilework 桩结构piling 排桩pillar 柱pillar crane 塔式起重机pilot channel 子槽pilot cut 子槽pilot flame 引燃火焰pilot lamp 指领示灯pilot trench 子槽pilot tunnel 导洞pimple 小突起pin 针pin connected construction 销连接结构pin connection 销连接pin ended column 栓端柱pin joint 销连接pinch bar 橇杆pine 松树pinholes 小孔pioneer road 施工便道pipe 管pipe anchor 管锚pipe bender 弯管器pipe bending machine 弯管器pipe box 绝热管套pipe bridge 输送管桥pipe casing 桩套管pipe clamp 管夹pipe coil 蛇形管pipe column 管柱pipe cooler 管式冷却器pipe cutter 割管机pipe cutting machine 截管机pipe erector 管安装工人pipe fitter 管安装工人pipe hanger 管吊架pipe in pipe 管套管热交换器pipe insulation 管绝缘pipe joint 管子接头pipe lagging 管绝缘pipe laying 装管工程pipe lifting tongs 管吊装夹具pipe losses 管道损失pipe rigging 管诉pipe run 管道pipe section 管道pipe shell 管外壳pipe thread sealing tape 管螺纹嵌缝带pipe tonge 管子钳pipe tracer 管保护用电加热带pipe transport of concrete 混凝土管输送pipe vice 管子虎钳pipe welding machine 焊管机pipelayer 管道安装工pipeline 导管pipeline construction 管道施工pipeline conveyance 管道运送pipeline heating and refrigerating 热冷供应管线pipeline refrigerating 冷供应管线pipeline transport 管道运输pipemaking machine 制管机pipeway 管沟pipework 配管piping 配管piping diagram 管系图pise 泥土建筑piston 活塞piston pump 活塞式泵pit 地坑pit gravel 坑砾石pitch 间距;斜角pitch pocket 松脂孔pitch streak 松脂孔pitched roof 斜屋顶pitched work 砌石护坡pitching stone 铺砌片石pivot 轴颈;旋转轴pivoted window 旋转窗place 位置placeability 可灌筑性placement of concrete 浇灌混凝土placing 铺设placing boom 灌筑吊杆placing of concrete 浇灌混凝土placing sequence 灌筑次序placing train 灌筑列车plain bars 普通钢筋plain cement 清水泥plain concrete 无筋混凝土plain concrete column 无筋混凝土柱plain concrete construction 素混凝土结构plain girder 实腹梁plan 设计图plan view 平面图plane 平面;刨子plane cross section 水平断面plane frame 平面桁架plane of bending 弯曲平面plane of failure 破坏面plane of projection 投影面plane of section 切面plane of shear 剪断面plane of symmetry 对称面plane of weakness 薄弱截面plane sections hypothesis 平断面假定plane stress analysis 平面应力分析plane surface 平表面planing bench 刨台plank 板材plank floor 木板床planned stage construction 按计划建设planning 规划planning of houses 住宅计划planning permission 建筑许可planning standard specification 设计标准技术规范plant 工厂plant and process ventilation 工厂工程换气plant mix 厂拌混合料plant mixed concrete 厂拌混凝土plant room 机械设备间planting 绿化plasma 等离子体plaster 烧石膏plaster base 抹灰底层plaster concrete 石膏混凝土plaster mixer 灰泥混合器plaster mortar 粉刷用灰浆plaster mould 石膏模型plaster of cement 水泥抹灰plaster of paris 烧石膏plaster panel 石膏纤维板plaster rendering 粉刷plaster skin coat 抹灰面层plaster throwing machine 喷投灰泥机plaster work 抹灰工事plasterboard 石膏纤维板plastered wall 抹灰的墙plasterer 粉刷工plasterer's float 抹灰工抹子plasterer's hair 抹灰用毛发plasterer's trowel 抹灰泥刀plastering machine 喷投灰泥机plastic aggregates 塑胶集料plastic behavior 塑性动态plastic binder 塑性粘合剂plastic clay 可塑粘土plastic concrete 塑性混凝土plastic consistency 可塑稠度plastic consistency of concrete 混凝土塑性稠度plastic cracking 塑性开裂plastic deformation 塑性变形plastic design 塑性论设计plastic equilibrium 塑性平衡plastic flow 塑性怜plastic furniture 塑料家具plastic hinge 塑胶铰链plastic limit 塑性极限plastic moment 塑性力矩plastic mortar 塑性灰浆plastic paint 塑料涂料plastic pipe 塑料管plastic plywood 塑料胶合板plastic range 塑性范围plastic road 塑料公路plastic shrinkage 塑性收缩plastic shrinkage cracking 塑性收缩开裂plastic soil 塑性土壤plastic state 塑性状态plastic strain 塑性变形plastic window lights 塑料玻璃plasticity 塑性plasticity index 塑性值plasticity modulus 塑性模量plasticized cement 塑化水泥plasticizer 增塑剂plasticizing 塑化plasticizing agent 增塑剂plasticizing mineral powder 可塑性矿物粉末plastics 塑料plastics coating 塑料涂膜plastics finish 塑料涂膜plastification 塑性化platband 横带plate 板plate bending 板体弯曲plate girder 板梁plate girder bridge 板梁桥plate glass 平板玻璃plate type regenerator 板型换热器plate vibrator 振动板plated construction 板结构platform 站台;台架platform frame construction 平台式框架结构platform hoist 吊盘绞车platform ladder 椎台梯子plating 镀金playground 比赛场playing field 游戏场plaza 广场plenum duct 送气通道plenum heating 热风采暖plenum system 送气通风系统plinth 壁脚板plinth wiring 壁脚板配线plough 扫雪机;沟刨plow 扫雪机plug 塞子plug cock 塞嘴plug hole 排泄孔plug in connection 插入式连接plug socket 插座plug tap 塞嘴plug valve 塞嘴plugging leaks 堵渗漏plum 毛石块plumb line 铅垂线plumber's dope 管工蒙布漆plumbing 卫生管道工程plumbing fitting 管道配件plumbing fixtures 卫生七plumbing unit 卫生装备组合plumbing work 卫生管道工程plunger pump 滑阀泵ply 层plywood 胶合板plywood concrete forms 夹板混凝土模板plywood for structural use 结构用胶合板pneumatic caisson 压气排水沉箱pneumatic concrete placer 气动混凝土灌注机pneumatic conveying 气动输送pneumatic conveying of concrete 混凝土气力输送pneumatic conveying system 气动输送设备pneumatic drill 空气钻pneumatic feed 风动给料pneumatic hoist 气力升降机pneumatic pile hammer 气压桩锤pneumatic structure 充气结构pneumatic test 气压试验pneumatic tool 气动工具pneumatically applied mortar 喷射灰浆pneumatically operated concrete placer 气动混凝土灌注机pneumatically operated discharge gate 气动卸货门pneumatically placed concrete 喷混凝土pocket filter 袋状滤器point 点point block 塔式高层住宅point load 集中荷载point of application 酌点point of contraflexure 拐点point of support 支点point of zero moment 零力矩点pointed arch 尖拱pointed pediment 三角形檐饰poisson's ratio 泊松比poker vibrator 插入式振捣器polar moment of inertia 极惯性矩polder 围垦地pole 塔杆pole shore 支柱polish 抛光polishing 抛光pollutant 污染物质pollutant effluents 污染废水pollution 污染pollution load 污染负荷polyclinic 综合门诊所polyester 聚脂polyethylene 聚乙烯polyethylene coated craft paper 聚乙烯涂敷牛皮纸polygon 多边形polygon of forces 力多边形polymer 聚合物polymer cement concrete 聚合物水泥混凝土polymer concrete 聚合物混凝土polymer impregnated concrete 聚合物浸渍混凝土polymer modified cement mortar 聚合改性水泥灰浆polymer modified glass fiber reinforced concrete 聚合改性玻璃纤维加强混凝土polymer mortar 聚合物灰浆polystyrene board 聚苯乙烯板polystyrene foam balls 泡沫聚苯乙烯团块polystyrene foam concrete 泡沫聚苯乙烯混凝土polystyrene sheet 聚苯乙烯片polythene sheeting 聚乙烯料护板polyvinyl 聚乙烯polyvinyl acetate concrete 聚醋酸乙烯脂混凝土pond 池pontoon bridge 舟桥pontoon crane 浮筒起重机pool fishway 水塘鱼道poor bearing stratum 低承载性地层poor concrete 贫混凝土poor quality concrete 劣质混凝土pop corn concrete 大孔状混凝土population density 人口密度population equivalent 人口当量porcelain 瓷器pore volume 孔隙容积pores 气孔porosity 多孔性porous aggregate 多孔集料porous brick 多孔砖porous concrete 多孔混凝土porous diffuser plate 多孔扩散板port 港口port construction 港口建设portable barrack 可移动的工棚portable derrick crane 轻便转臂起重机portable grinder 手提式砂轮机portable scaffold 可移动脚手架portable structure 移动式结构portable tank 移动式水箱portable welder 移动式焊接机portal 入口portal crane 门式起重机portal frame 龙门架portal framed building 门形杆框架建筑portal structures 门形结构portland blast furnace cement 矿渣硅酸盐水泥portland cement 波特兰水泥portland cement clinker 波特兰水泥熟料portland cement concrete 硅酸盐水泥混凝土portland masonry cement 圬工波特兰水泥portland pozzolan cement 火山灰硅酸盐水泥portland pozzolan concrete 火山灰硅酸盐水泥混凝土portland slag cement 矿渣硅酸盐水泥position 位置position head 位势水头positioning of beams 梁的定位positioning of tendons 钢筋束配置positive bending moment 正弯矩positive moment 正力矩positive reaction 正反力positive reinforcement 正钢筋post 接线柱post and beam construction 梁柱结构post and beam structure 梁柱结构post and panel structure 立柱镶板式结构post buckling strength 弯曲后强度post cracking strength 开裂后强度post footing 柱基脚post office 邮局post shore 支柱post stressed concrete 后张法预应力混凝土post tension unit 后张拉单元post tensioned construction 后张拉结构post tensioned steel 后张拉钢筋post tensioning 后张拉post tensioning field log 后张拉椎现场记录pot construction 壶形结构pot floor 壶形楼面pot sink 洗涤盆potable water supply 饮水供给potential 潜力potential head 位势水头pothole 窝穴pour point 零poured concrete 灌浇混凝土poured in place concrete 现场浇筑混凝土pouring in lifts 层段浇灌powder 粉末powdered asphalt 粉状地沥青power 力power bender 动力钢筋弯曲机power conduit 水压管power consumption 动力消耗power dam 发电站拦水坝power float 机动抹板power house 发电厂power operated bush hammer 动力操卒石锤power plant 电站power shovel 机械铲power supply source 动力供应源power trowel 动力抹刀pozzolan 火山灰pozzolan cement 火山灰水泥pozzolanic aggregate 火山灰质集料pozzolanic materials 火山灰质材料practice ground 试验用地prap 接线柱pratt truss 普腊桁架prc 预应力钢筋混凝土pre post tensioned concrete 先张后张混凝土pre post tensioning 先张后张拉preaerator 预曝气装置precast concrete 预制混凝土precast concrete building 预制混凝土建筑物precast concrete cladding panel 预制混凝土骨架填充板材护墙板precast concrete connection details 预制混凝土连接机构详图precast concrete construction 预制混凝土构造precast concrete house 预制混凝土房屋precast concrete industry 预制混凝土工业precast concrete panel 预制混凝土墙板precast construction 预制工程precast factory 预制混凝土厂房precast floor 装配式地板precast member 预制混凝土构件precast nailable concrete plank 预制可受钉的混凝土板precast panel construction 预制的护墙板建筑物precast pile 预制桩precast prestressed concrete unit 预制预应力混凝土单元precast reinforced concrete 预制钢筋混凝土precast reinforced concrete construction 装配式钢筋混凝土结构precast structural concrete 预制结构用混凝土precast unit 预制混凝土构件precasting 预制构件precasting machine 预制机precasting yard 预制工住precipitation 降雨precision 精密度precision air conditioning 精密空气第prefab form 预制模板prefabricated building 装配式房屋prefabricated costruction 预制装配式结构prefabricated form 预制装配式模壳prefabricated heat insulatio 预成形绝缘层prefabricated house 预制装配式房屋prefabricated housing 预制装配式住宅建筑prefabricated panel 预制墙板prefabricated prestressed concrete beam 装配式预制钢筋混凝土梁prefabricated reinforced concrete 预制钢筋混凝土prefabricated reinforced concrete pile 装配式钢筋混凝土桩prefabricated structural element 预制结构构件prefabricated unit 预制构件prefabricated window wall unit 预制窗口墙单元prefabrication 预制法prefiring 预热试验preformed insulation 预成形绝缘层preformed pile 预制桩preheat coil 预热器preheater 预热器preheating 预热preliminary clarification tank 初步澄清池preliminary cube test 立方体初步试验preliminary design 初步设计preliminary drawings 初步设计图preliminary specifications 预制的施工说明preliminary treatment 预先处理preload construction of tank 预加荷载贮槽工程premature failure 过早损坏premature stiffening 瞬间凝佶premixed 预先拌合的prepackaged concrete 预填集料混凝土prepacked aggregate concrete 预填集料混凝土prepacked concrete 预填集料混凝土preparation 准备preparatory construction 准备工程preplaced aggregate concrete 预填集料混凝土prescribed mix 给定混合preservation 保存press 压床pressed bend 压制弯管pressed concrete 压制混凝土pressed glass 压制玻璃pressed sheet steel 压制的钢板材。
Visual Components 4.0 用户手册说明书
© 2015 Visual Components Oy | PAGE 1 OF 15 |VISUAL COMPONENTS [ LAYOUT CONFIGURATION ]Works Library - Basics of Task Cre ationVisual Components 4.0 | Version: 9.2.2017The Works library can be used to simulate simple and complex processes during a simulation. A process contains tasks, which can be self-contained or require the use of resources, machines, inputs and outputs, and other processes.In this tutorial you will learn the basics of creating and simulating tasks with components in the Works library.This will involve:▪Creating products and forming stacks▪Teaching locations for storing products and filling containers▪Transporting products in and out of processes▪Using robot resources to pick and place parts Support ****************************CommunityGetting StartedA Works Process component is used to create and execute tasks during a simulation. A WorksTask Controller is used to manage the execution of those tasks. As a result, a layout with aWorks Process component requires at least one Works Task Controller. ArrayBy default, a Works Process component executes tasks in sequence. This process can includeconditional tasks, calls to global processes in the Works Task Controller, and be executedmultiple times during a simulation. The work order or tasks performed by a Works Processcomponent can be found in its Task properties group.| PAGE 2 OF 15 |GETTING STARTEdGETTING STARTEd | PAGE 3 OF 15 |You can add, edit, delete and replace tasks in a Works Process component by using its Default properties group.NOTE! For advanced users, you can access and edit the Task note of a Works Process component. We recommend learning and understanding the syntax of tasks before directlyediting a Task note.| PAGE 4 OF 15 |TASk - CREATETask - Create A Create task allows you to create a list of components found in the 3D world. A component needs to be referenced by name. At the time of creation, the new component can be assigned a specific ProdID. Otherwise, the default ProdID of a created component is its name.1. Press CTRL+N to clear the 3D world.2. Open the Task Creation - Start layout for this tutorial.3. In the Cell Graph panel, under the Works category, click WorksProcess to select that component in the 3D world.4. In the Component Properties panel, Default tab, set Task to Create and ListOfCompNames to Euro Pallet , and then click CreateTask .TIP! Use the Cell Graph panel to quickly reference the names of components in the current layout. The InsertNewAfterLine property can be used to quickly verify task creation was successful and the position of the new task in the process.5. Run the simulation to verify a pallet is created at the default frame location in the Works Process component, and then stop the simulation.6. Select the new pallet . Notice it is attached/contained in the Works Process component.7. In the Component Properties panel, verify the ProdID of the pallet is its name and notice it has a stamped TAT_property to indicate its turnaround time in the process.Task - Create PatternA Create Pattern task allows you to create a pattern of components by using a template. Thetemplate can be any component found in the 3D world. AmountX, Y and Z properties definethe size of the pattern along the XYZ axes. StepX,Y and Z properties define the spacing of thepattern along the XYZ axes. StartRange and EndRange properties define what elements in thepattern are generated by the task.1. Reset the simulation, and then select the WorksProcess component.2. In the Component Properties panel, Default tab, set Task to CreatePattern,SingleCompName to CarTyre, AmountX and Y to 1, AmountZ to 5 and StepZ to 160,and then click CreateTask. Notice that you are inserting a new task after you create apallet in the process.3. Run the simulation to verify a stack of tires are created, and then stop the simulation.Notice that the location of the first tire in the pattern is inside the pallet. You can fixthis by teaching the Works Process component a default location for the tire.TASk - CREATE PATTERN| PAGE 5 OF 15 || PAGE 6 OF 15 |TEACh LOCATIONSTeach Locations Locations allow you to define where you want components to be placed, stored and moved to in a Works Process component. For example, you can teach the location for the first item in a pattern.1. Reset the simulation, and then in the Component Properties panel, Default tab, set EndRange to 1, and then click ReplaceTask . This will replace the task listed in the InsertNewAfterLine property, which in this case is the CreatePattern task for the tires. Now, the pattern will only create one item, thereby making it easier to teach the location of the tire to the Works Process.2. Run the simulation, verify there is one tire inside the pallet, and then stop the simulation.3. Select the CarTyre inside the pallet, and then in the Component Properties panel, set the Z-axis coordinate to 844. This offsets the tire to be on top of the pallet.4. In the 3D world, select the WorksProcess , and then in the Component Properties panel, Default tab, click TeachLocation . The WorksProcess only checked the locations of components attached to it because the OnlyContainedComponents check box is enabled. This is why there are saved locations for a CarTyre and Euro Pallet.NOTE! A location is a key-value pair. The key is referring to either the name or ProdID of a component. The value is the location of a component based in the Works Process coordinatesystem. ProdID values can be used to teach different locations for the same type of component.REMOVE LOCATIONS | PAGE 7 OF 15 |Remove LocationsIn a Works Process component, you have the option of removing one or all saved locations.1. In the Component Properties panel, set Selection to Euro Pallet , and then click RemoveSelected .2. Set EndRange to 9999, and then click ReplaceTask . Now, all tires in the CreatePatterntask will be created during a simulation.3. Run the simulation, verify a stack of tires is on top of a pallet, and then reset thesimulation.Task - MergeA Merge task allows you to attach components contained by a Works Process component toone another. This is helpful if you need groups of components to move together, for examplea pallet with a stack of parts. The attachment of components is done by using ProdID values.1. In the Component Properties panel, Default tab, set Task to Merge, ParentProdID toEuro Pallet, and then click CreateTask. This will attach everything, for example thetires, contained in the Works Process component to the pallet. Array2. Run the simulation, select one of the tires in the stack, and then stop the simulation.With the PnP command enabled, verify the selected tire is attached to the pallet, andthen reset the simulation.| PAGE 8 OF 15 |TASk - MERGETASk - TRANSPORT OUT | PAGE 9 OF 15 |Task - Transport OutA Transport Out task allows you to move components out of a Works Process component via its path. You can transfer out all contained components or filter them by ProdID.1. In the 3D world, select the WorksProcess .2. In the Component Properties panel, Default tab, set Task to TransportOut ,ListOfProdID to Euro Pallet , clear the All check box, and then click CreateTask . Since the preceding task merges tires with the pallet, transporting out the pallet will also move its child components.3. Run the simulation, verify the pallet and tires move onto a conveyor, and then reset the simulation.NOTE! A new stack of tires and pallet are created in the Works Process component because its process will reset and run again after completing the last task. The number of times aprocess is executed is controlled by the Task::RunTaskTimes property.Task - Transport InA Transport In task allows you to move components into a Works Process component via itspath and stop them. You can transfer in any component or filter them by ProdID. Generally,you transport in components to process them. Otherwise, a Works Process component willact like a conveyor, transfer in and out components via its path without processing them.1. In the Cell Graph panel, under the Works category, click WorksProcess #2 to selectthat component in the 3D world.2. In the Component Properties panel, Default tab, set Task to TransportIn, and thenclick CreateTask.3. Run the simulation, verify a pallet of tires stops inside WorksProcess #2, and thenreset the simulation.| PAGE 10 OF 15 |TASk - TRANSPORT INTask - SplitA Split task allows you to detach components contained by a Works Process component fromone another. This is helpful if you need to ungroup stacks of components in order to pick andplace them separately. The detachment of components is done by using ProdID values.1. In the Component Properties panel, Default tab, set Task to Split, ListOfProdID toCarTyre, and then click CreateTask. This will detach the tires from the pallet, therebythe tires will be attached to Works Process #2.2. Run the simulation, wait until a pallet stops at WorksProcess #2, and then stop thesimulation.3. Select one of the tires in the stack at WorksProcess #2, and with the PnP commandenabled, verify the selected tire is not attached to the pallet, and then reset thesimulation.TASk - SPLIT| PAGE 11 OF 15 || PAGE 12 OF 15 |TASk - FEEdTask - FeedA Feed task allows you to signal resources that a list of components contained by a Works Process component are available and can be picked up and placed at other Works Process components. A TaskName is used to uniquely identify and assign a Feed task to a resource. ToolName and TCPName are used to identify a tool component and tool frame that a resource should use to the perform the task. You can feed all contained components or filter them by ProdID.The completion of a Feed task is when all of its fed components have been picked up by a resource. In order for a resource to pick up a component, there must be a need for the component at another Works Process component.1. In the 3D world, select WorksProcess #2.2. In the Component Properties panel, Default tab, set Task to Feed , TaskName to Pick1, clear the All check box, and then click CreateTask . This will feed the tires not the pallet.3. In the 3D world, plug the robot to the Works Robot Controller . The controller is used to assign tasks to a connected robot used as a resource. In addition, the controller automates the program of a connected robot to complete assigned tasks.4. Select the WorksRobotController , and then in the Component Properties panel, Default tab, set Tasklist to Pick1.5. Run the simulation, verify no more pallets are transported into WorksProcess #2because its Feed task is not completed, and then reset the simulation.Task - NeedA Need task allows you to request a list of components be placed in a Works Process component. The request is done by using ProdID values.The setup of a Need task is rather simple, but requires other Works Process components tofeed the needed products. That is, a resource must know from where the needed componentscan come from in order to deliver them.The completion of a Need task is when all of the listed components by ProdID have beenplaced by a resource.1. In the Cell Graph panel, under the Works category, click WorksProcess #3 to selectthat component in the 3D world.2. In the Component Properties panel, Default tab, set Task to Need, ListOfProdID toCarTyre, and then click CreateTask.3. Set Task to TransportOut, and then click CreateTask. This means a tire will betransferred out as soon as it is received at WorksProcess #3.NOTE! For a TransportOut task, the All property overrides the ListOfProdID property.4. Run the simulation, verify the robot picks and places tires from WorksProcess #2 toWorksProcess #3, and then reset the simulation.TASk - NEEd| PAGE 13 OF 15 |Task - Need PatternA Need Pattern task allows you to request a pattern of components be placed in a WorksProcess component. Similar to a Need task, the needed component is identified by its ProdIDand must come from other Works Process components.1. In the Component Properties panel, Default tab, set InsertNewAfterLine to the firsttask in the process, which requests the need of a tire.2. Set Task to NeedPattern, SingleProdID to CarTyre, AmountX and Y to 1, AmountZ to5, StepZ to 160, and then click ReplaceTask. Now, there is a need for a stack of 5tires.3. In the Component Properties panel, Default tab, set Task to Merge, ParentProdID toCarTyre, clear ListOfProdID, and then click CreateTask. This will attach the stack oftires to one another, thereby allowing the stack to move as a group.| PAGE 14 OF 15 |TASk - NEEd PATTERNREVIEw | PAGE 15 OF 15 | 4. In the 3D world, select WorksProcess #2, and then add a TransportOut task formoving out empty pallets.5. Run the simulation, verify the robot picks and places a stack of tires, and then reset the simulation.ReviewIn this tutorial you learned how to simulate simple processes using components in the Works library. For example, you created processes for depalletizing products using a robot. You understand the basics of creating and editing tasks in processes. This will help you in other Works library tutorials covering more complex processes and tasks. As a guide, we recommendyou now learn more about ProdID filtering and serial task lists for robots.。
室内电梯无脚手架安装
3、拆除顶层工作平台：
3.1、拆除平台第一步先拆除二次保护；
3.2、第二步拆除7号角铁；
3.3、第三步拆除木板；
3.4、第四步拆除槽钢。
平台二次保护
九、吊入对重架
1、搬运和安装对重架:
1.1、把对重架和适量的对重铁搬运到最顶层，；
1.2、在对重架上安装滑轮，安装位置是对重轮油嘴面对厅门，在导向轮处安装导靴的位置。
2.3、固定在机房样板架形式；用导轨支架制作样板架的好处是可以左右调节，固定牢固。
2.4、样板线测量：检查样板线的直线、对角线测量误差2mm以内；并记录好测量尺寸。
安装人员在放样线
2.5、样板架固定在机房内地面上；第一步：用卷尺大致测量好厅门面线的位置，做好记号，
用电锤或用水钻22mm以上钻头打两个孔；先把门面样线放下，吊上重锤，先测量井道的垂直度，必须每层厅门口都测量，并记录所测量的尺寸。见图
d)应有100-150mm高度的踢脚板;
2、安全护网可封闭整个厅门口，且可重复利用。
a)规格高2500mm、宽1800mm，可把整个厅门（包括召唤盒孔洞）遮住
b)安装平整、牢固。
3、临时生命线：
a)设备必须保证良好的状况和正确的使用；
b)全身式安全带、自锁器、生命线必须满足下列要求：
1）生命线的悬挂点承载力必须是已知的（至少1440kg）
c.吊钩或承重梁符合土建图纸要求
d.★提供三相五线380V±7%动力电源到机房，容量符合设备要求(按照合同)
e.机房用户电源箱（永久性）符合国家和西继电梯公司要求
f.机房预留孔尺寸、承重墩子、数量位置符合土建图纸要求
5
仓库
a.★有合适的库房，能安全锁闭,地面干爽
无机房货梯安装、改造、修
Q 78
地方标准
/ —2014
文稿版次选择
2014-04-10发布-05-10实施
注意事项
A.1 自检报告的填写应真实、清楚、齐全；需要改正的地方用杠改不能涂改并在杠改处签名和日期；
A.2 施工单位在施工过程中遇有在施工过程结束后不可追溯或不方便重复试验的自检项目，施工单位应及时、准确地做好记录；
A.3 存在技术要求相同的重复性自检项目时，施工单位应在自检过程中如实记录，不允许有漏检项目或者漏记情况；
A.4 自检报告应由自检人员和审核人员签名和日期，否则无效；
A.5 自检人员和审核人员是本单位体系中任命的人员；
A.6 自检报告应由自检单位盖章确认，否则无效；
A.7 安装自检报告应由整机制造单位出具或者确认，否则无效；
A.8 改造和修理自检报告应由相应施工单位出具并盖章确认，否则无效；
A.9 “使用单位、自检单位、制造单位及维保单位”栏，填写单位的全称；
A.10 “施工类别”栏，填写“安装、改造、修理”；
A.11 “自检结果”栏,填写“符合、不符合、无此项”；
A.12 “结论”栏填写“合格、不合格、无此项”；
A.13 “自检结论”栏，填写“合格、不合格”。
缓冲距、顶部空间和底坑空间检测记录
平衡系数试验记录电源电压（V）/电源电流（A）：
Q％I（A）(V)。
云计算HCIP题库+答案
云计算HCIP题库+答案一、单选题（共52题，每题1分，共52分）1.以下哪项不属于华为桌面云系统的禁用操作？A、禁用 HDP 类服务B、在 FusionCompute 界面上删除虚拟机C、在虚拟机操作系统中更新补丁D、在桌面云中搭建 DHCP 服务器正确答案：C2.关于 AD 备份，下面描述不正确的是？A、需要在FusionAccess“系统管理>初始配置>域/0 U”中，将“是否开启备份”设置为“是”。
B、需要在 AD 服务器上配置备份路径。
C、需要在FusionAccess“告警组件”中配置 AD 信息。
D、需要在 AD 服务器上安装监控代理。
正确答案：A3.FusionCompute 分布式虚拟交换机一方面可以对多台服务器的虚拟交换机统配置、管理和监控。
另一方面也可以保证虚拟机在服务器之间迁移时网络配置的一致性。
A、TRUEB、FALSE正确答案：A4.关于 PCoIP 桌面云协议缺点的描述，不正确的是？A、该协议可以最大程度的利用网络带宽。
B、原生 PCoIP 没有串并口等外设重定向能力。
C、与其他桌面云协议相比，传输可靠性低。
D、该协议属于主机端的渲染协议，兼容性较差正确答案：D5.数据恢复到备份服务器，需要选取对应组件的备份文件，备份文件的原则为？A、先查看相应组件故障告警的时间，选取故障时间之后体积最大的备份文件进行恢复B、先查看相应组件故障告警的时间，选取故障时间之前体积最大的备份文件进行恢复C、先查看相应组件故障告警的时间，选取故障时间之前最接近的备份文件进行恢复D、先查看相应组件故障告警的时间，选取故障时间之后最接近的备份文件进行恢复正确答案：C6.安装 FusionAccess 管理组件时，创建完 Linux 基础架构裸虚拟机后，对设置虚拟机自恢复属性的操作描述，不正确的是？A、只需要对 ITA 组件所在的虚拟机设置虚拟机自恢复属性操作。
B、重启完 VRM 进程后，需要重新登录 FusionCompute 界面。
73 电梯无脚手架设置技术指南英文版
73 电梯无脚手架设置技术指南英文版Title: 73 Elevator Installation Technical Guide without ScaffoldingIntroduction:Installing an elevator without scaffolding can be a challenging task that requires careful planning and execution. This technical guide aims to provide step-by-step instructions on how to safely and effectively install an elevator without the need for scaffolding.Step 1: Planning and Preparation- Conduct a thorough site assessment to identify potential obstacles and challenges.- Obtain all necessary permits and approvals before starting the installation process.- Gather all required tools and equipment, including safety gear such as helmets and harnesses.Step 2: Elevator Assembly- Begin by assembling the elevator components according to the manufacturer's instructions.- Use a crane or other lifting equipment to hoist the assembled components into place.- Ensure that the elevator is securely fastened to the building structure to prevent any accidents.Step 3: Electrical and Mechanical Installation- Connect the electrical wiring according to the elevator's wiring diagram.- Install the mechanical components, such as the motor and pulley system, with precision and care.- Test the elevator to ensure that it is functioning properly before putting it into operation.Step 4: Safety Measures- Implement safety measures such as installing guardrails and safety nets to prevent falls.- Provide proper training to all personnel involved in the installation process.- Conduct regular inspections and maintenance to ensure the elevator remains in good working condition.Conclusion:By following this technical guide, you can successfully install an elevator without the need for scaffolding. Remember to prioritize safety at all times and seek professional assistance if needed. Happy elevator installation!。
脚手架的作用
脚手架的作用脚手架（Scaffold）是指一套基础的代码框架，它提供了项目开发过程中所需的一些基础结构、模板、配置等，旨在快速搭建起项目的初始结构，减少重复性的工作，提高开发效率。
脚手架的作用主要有以下几个方面：1. 项目初始化：脚手架可以帮助开发人员快速初始化项目的基础结构，包括项目文件和目录结构、基本配置信息等。
通过命令行工具的方式，只需要简单几步操作，就能生成一个完整的项目框架，省去手动创建文件和配置的麻烦过程。
2. 统一项目规范：脚手架可以定义和规范项目的目录结构、文件命名规范、代码风格等，使团队成员能够统一遵循。
通过脚手架生成的项目都具有相同的结构和规范，有利于团队成员之间的协作和代码的维护。
3. 提供常用的功能模块：脚手架可以集成一些常用的功能模块，比如路由配置、状态管理、权限控制等。
这些功能模块经过封装和配置，可以直接使用，无需再次编写和配置，提高了开发效率。
开发人员只需要关注业务逻辑的实现，而不需要花费过多的时间在基础设施上。
4. 自动化构建和部署：脚手架可以集成自动化构建和部署的功能，比如自动生成构建脚本、自动化测试、代码检查等。
通过配置一些简单的参数，就可以一键完成代码的构建和部署，减少了手动操作的繁琐过程，提高了工作效率。
5. 代码生成和模块的扩展：脚手架可以提供代码生成的功能，根据开发者的需求和配置，自动生成一些常见的代码片段、模板和文件。
这些生成的代码可以根据实际业务需求进行修改和定制，快速生成符合项目要求的代码。
总而言之，脚手架作为项目开发的基础工具，能够极大地提高开发效率，规范项目结构和代码风格，减少重复劳动。
它可以快速构建项目框架，提供一些常用的功能模块和工具集成，实现自动化构建和部署，同时也为团队协作和项目维护提供了便利。
脚手架的使用不仅节省了时间和精力，也提高了代码质量和项目的可维护性。
因此，脚手架在现代软件开发中扮演了重要的角色。
船用金属脚手架培训课程(1)幻灯片PPT
连接的地方不能引起绊倒
m. No unguarded opening.
没有保护的开孔
n. Physically fit.
身体健康
o. Do not stand under suspended loads.
不要站在悬空的负载下面
p. Cut or trim securing pre-heated wires.
3.2 CAUSES AND PREVENTION OF MARINE SCAFFOLD ACCEDENTS
脚手架事故的原因和预防
B. Causes 原因
a. Failed to use personal protective equipment.
个人防护用品使用不当
b. Unguarded opening/edges.
Marine Metal Scaffolding Course For Scaffolders
Don’t ride on mobile scaffold – push only from ground level
不要骑在可移动的脚手架上
Marine Metal Scaffolding Course For Scaffolders
纵向和横向支撑应该用旋转连接件连接在支柱上。
G. Tie back to be fitted according to the drawing.
横梁应按照图纸安装。
H. Each board should have at least three supports
unБайду номын сангаасess its thickness or span in enough to prevent any sagging under load.
MX无脚手架安装方法
案例
库房工具
库房材料放置
库房临时门
机房临时门窗
34 2010-02-28 2013-06-06
个人劳防用品
Confidential | © KONE Corporation | Scaffold-less © 通力电梯有限公司 | MX 无脚手架安装方法 |FSD Installation Method | WANG LongXiang
– 其他形式的安装工艺成本过高，如吊栏等。
9
2013-06-06
© 通力电梯有限公司 | MX无脚手架安装方法 |FSD
MX无脚手架安装方法概述6/6
下列情况不允许使用本MX无脚手架安装方法： – 顶层层门土建预留门洞没有刚性强度(混泥土)的结构墙。 – 当轿壁与同侧需施工的井道壁之间的距离大于700mm。 – 工厂分批发货。 – 合同约定脚手架甲方提供。
6
2013-06-06
© 通力电梯有限公司 | MX无脚手架安装方法 |FSD
MX无脚手架安装方法概述3/6
MX无脚手架安装的优点－质量
MX无脚手架安装方法 导轨调整逐根安装、逐根调整，导 轨受力小，调整容易，从而保证了 质量。 有脚手架安装方法 导轨吊装完成后，再调整，下部导 轨受力大，调整困难，影响安装质 量。
第四根:最底层厅门护栏: 目的:搭设基础脚手架,拼装轿箱.
30 2013-06-06 © 通力电梯有限公司 | MX无脚手架安装方法 |FSD
MX无脚手架安装的准备工作5-6-7/9
5. 仓库： 必须有能够上锁的合适仓库，用于存放电梯物料及安装工具。 6. 标准工具： MX无脚手架安装所需标准工具安装班组已备妥（如：校导 尺、导轨提升夹板、卷扬机‥‥‥）。
JGJ202_2011年建筑施工工具式脚手架安全技术设计规范方案
1 总则1.0.1 为了贯彻“安全第一，预防为主、综合治理”的方针，确保采用工具式脚手架施工时，施工人员及国家财产的安全，依据国家现行的有关安全生产方面的法律、法规制定本规范。
1.0.2 本规范包括附着式升降脚手架（单片、整体依靠手动、电动和液压升降的架体）高处作业吊篮、外挂防护架的设计、制作、安装、拆除、使用及管理。
1.0.3 本规范适用于建筑施工中工具式脚手架的设计与施工。
1.0.4 工具式脚手架的设计、制作、安装、拆除、使用及管理除应符合本规范外，尚应遵守国家现行的其他规范。
2 术语符号2.1 术语2.1.1 工具式脚手架 lmplementary scaffold组成脚手架的架体结构和构配件为定型化标准化产品，可多次重复使用，按规定的程序组装和施工，包括附着式升降脚手架、高处作业吊篮和外挂防护架。
2.1.2附着式升降脚手架 Inserted lift scaffold仅需搭设一定高度并附着于工程结构上，依靠自身的升降设备和装置，可随工程结构逐层爬升或下降，具有防倾覆、防坠落装置的外脚手架。
2.1.3附着支承结构 Inserted supporting structural直接附着在工程结构上，并与竖向主框架相连接，承受并传递脚手架荷载的支承结构。
2.1.4单片式附着升降脚手架 (Single) inserted lift scaffold仅有两个提升装置并独自升降的附着升降脚手架。
2.1.5 整体式附着升降脚手架 holistic inserted lift scaffold有三个以上提升装置的连跨升降的附着式升降脚手架2.1.6 架体结构 structure of the scaffold附着式升降脚手架的组成结构，一般由竖向主框架、水平支承桁架和架体构架等三部分组成。
2.1.7竖向主框架 major vertical frame附着式升降脚手架架体结构主要组成部分，垂直于建筑物外立面，并与附着支承结构连接。
脚手架搭设施工方案(中英文)
目录Directory一、施工地点：Job location (1)二、参照标准: Basis of compiling (2)三、材料标准：Material streamlined specification (2)(一）钢管:Steel pipe (2)（二）扣件：Fastener (3)(三）脚手板：Scaffold board (3)（四）安全网:Protecting net (4)四、施工工艺：Construction technique (4)（一）施工准备：Preparations for construction (4)（二）脚手架搭设的要求：Requirement of scaffold (4)A、立杆构造要求:Vertical (6)B、纵向水平杆的构造要求：Longitudinal horizontal bracing (6)C、横向水平杆的构造要求：Transverse horizontal bracing (7)D、脚手板的设置：Scaffold board laying (7)E、剪刀撑:X—bracing (8)F、扣件：Fastener (9)（三）脚手架的使用：Requirement of use the scaffold (9)（四）脚手架的拆除:Demolition the scaffold (9)五、注意事项：Notice proceeding (10)一、施工地点:Job location＊＊＊＊化工区工业气体二期管道设备保温工程**＊＊ caojing HYCO1 STEP-2 insulation project二、参照标准：Basis of compilingJGJ130—2001 建筑施工扣件式钢管脚手架安全技术规范《Steel pipe scaffold safety code of building construction with the fastener》三、材料标准:Material streamlined specification(一)钢管：Steel pipe1、脚手架钢管采用外径48mm,壁厚3。
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无脚手架安装工艺Scaffold-less method
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批准
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1安装班组职责一、安装班组职责
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1安装班组职责二、施工现场的安装人员要求：
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1安装班组职责
动火，动火必须有监护人并配备灭火器。
22.防止溶液溅到衣服。
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2开工前的准备工作
三、开工前的准备工作
无脚手架安装工地要求符合以下条件：
序号 项目
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2开工前的准备工作安装示意图
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2开工前的准备工作
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3安装工具简介
四、安装工具简介
作用：
1、防止杂物落入井道。
2、防止安装人员和途经人员意外
坠入井道。
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3安装工具简介
3、生命线：
设备必须保证良好的状况和正确的使用；
用于坠落保护
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3安装工具简介
4、工作平台：
用做起吊对重架、悬挂钢丝绳、加对重块；
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3安装工具简介
、起吊用具
4米长、2吨吊带
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3安装工具简介8、校正导轨工具
）用于导轨的精确校正工作；
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3安装工具简介、开孔水钻或电锤：
用于机房放线开孔用
、控制柜专用封线（短接线）
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4制作样板和放线五、制作样板和放线
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4制作样板和放线
2.3、固定在机房样板架形式；用导轨支架制作样板架的好处是可以左右调节，固定牢固。
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4制作样板和放线
2.5、样板架固定在机房内地面上；第一步：用卷尺大致测量好厅门面线的位置，做好记号，
用电锤或用水钻
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4制作样板和放线
2.7、根据测量的厅门门面线尺寸，找出轿厢中心线、轿厢导轨支架面线、对重中心线、对重支架面线和主机
承重梁位置，并用墨斗弹出线。
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4制作样板和放线
、经过门面线的测量定位；如一次测量尺寸定位是好的，门面线不用移动，根据门面线参照图纸用墨斗弹出轿厢中心和对重中心。
（要是门面线有偏差，根据测量数据，可前后左右移位）、电梯是并联或是面对面的，井道厅门口平面线可以参照由施工方提供的参考基准线。
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4制作样板和放线
、下样板定位：
3.1、下样板选用导轨支架固定在井道壁上，
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5层门防护网安装
五、固定全封闭的厅门护网
、厅门护网选用有一定强度的尼龙网制作；
1.1、规格高2500mm
、每天开工前必须巡检每个层门口，查看厅门护栏和护网是否完好。
、井道召唤盒的孔也需要进行全封闭，此项很重要。
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6安装机房设备
六、机房设备安装：
、根据土建图上的尺寸，用墨斗弹出工字钢的位置；
、根据弹出的线条位置摆放好工字钢，找好水平，把工字钢焊牢在预埋钢板上（具体参见安装手册）
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6安装机房设备
机房设备的总布置图
、主机定位是一项非常重要的环节，首先主机承重钢梁下方必须要有坚实牢固的实心墩子和钢板。
、钢梁搁置摆放要水平。
、主机曳引轮、导向轮垂直度，水平度误差在0.5mm以内。
曳引轮和导向轮跟样板架上的定位点前后左右误差在1mm以内。
、绳头板的中心和样板上的定位点前后左右误差在1mm以内。
绳头板定位符合要求。
、机房内所有设备安装到位符合要求。
注：机房设备安装完毕，也就是悬挂曳引绳前，让曳引机通电运行，确保没有飞车现象。
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7安装底坑设备七、底坑设备安装：
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7安装底坑设备
、安装底坑第一根导轨；
2.1、安装底坑第一根导轨时，底坑内应无积水，无垃圾。
导轨下方示意图
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7安装底坑设备
、安装轿厢框架：
轿厢框架部件组建
次防护，比如用木方支撑轿厢。
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8安装顶层工作平台
八、安装顶层工作平台
、选用材料：
50mm、厚5mm以上的扁铁，长3000mm两根,根据下面图纸加工；
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8安装顶层工作平台1.4、选用木板做平台护栏用；
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8安装顶层工作平台
、顶层工作平台固定方法：
、安装人员佩带安全带，自锁器悬挂在生命线上；
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8安装顶层工作平台
、在厅门口侧面离地面60mm-1550mm的高度，在墙的中心各打入一颗M12膨胀螺丝；
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8安装顶层工作平台
2.4、把扁铁中间孔洞穿入膨胀螺丝，把槽钢往井道内推进；
、把槽钢固定在膨胀螺丝上，此工作需两人配合；
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8安装顶层工作平台
2.6、当两根槽钢安装好后，开始铺设横木板并用铁丝捆扎牢固；
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8安装顶层工作平台
2.8、在井道壁吊环的上方安装一个承重支架，用钢丝绳和滑拉螺丝固定，做二次保护；
、选择长、宽合适的木板，用水泥钉和铁丝固定在门洞和斜拉杆上。
工作平台安装完毕。
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8安装顶层工作平台
2.10、平台在井道内示意图；
注：上述平台所有膨胀螺栓固定在混凝土墙上，对于不能用膨胀螺栓固定的井道墙除外。
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8安装顶层工作平台安装顶层工作平台
、平台剖面示意图：
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8安装顶层工作平台、平台材料清单
b
d c
f h g
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8
安装顶层工作平台
序号 a 10号槽钢2600
35
145
100
205
100
230
200
80
1-∮18 12-M8螺纹孔
200
∮13
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8
安装顶层工作平台
b 、10号槽钢2500 50
200
2-∮1800
300
420
420
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8安装顶层工作平台
d、斜拉扁铁
1400
50
50
1800
377
846
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8安装顶层工作平台
、平台安装步骤：
a)、将平台的材料,在厅门口处进行预装配.
Mechanic #2
Mechanic #1
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8安装顶层工作平台
c)、技工1在地面上和门洞上方标膨胀孔的标记
门洞上方需是混凝土圈梁。
Mechanic #2
Mechanic #1
Mechanic #2
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8安装顶层工作平台
如果顶层楼板厚
钢进行紧固.
D
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8安装顶层工作平台
e）、平台的二次保护
在厅门口,先将角钢与吊环螺钉进行连接并紧固,角钢移至井道内,与槽钢进行连接并紧固,在机房地面上放下链条后(链条下放时,需要做防快口防护),使用D形卸扣,将链条和吊环螺钉连接.
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8安装顶层工作平台
f)、平台防护栏和踢脚板
300mm,平台需要设置防护栏和踢脚板,材料可选取电梯的包装箱
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8安装顶层工作平台、拆除顶层工作平台：
3.1、拆除护栏；
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9对重架
九、吊入对重架
、在机房承重工字钢上安装固定一个吨的葫芦，把链条放到井道内；
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9对重架
1.4、把对重架抬到厅门口，挂好葫芦，慢慢提升对重架。
起吊对重架
注意：起吊对重架时，不能将吊带穿进对重轮，以免不能盘车，且用麻绳做好二次保护。
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9对重架
1.5、对重架安装完毕示意图：
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9对重架
、对重架悬挂高度的计算方法2.1、第一种方法是：按
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9对重架
2.2、第二种方法是：把实际的底坑深度复制到顶层，也就是在顶层地平标高往下测量出底坑深度；把底坑深
度－缓冲器和底座的高度、缓冲距。