IACS质量标准(船舶建造和修理质量标准)

船舶建造质量评定标准

船舶建造质量评定标准船舶作为海洋交通工具的重要组成部分，承载着货物和人员的运输任务。

对于船舶来说，建造质量是决定其安全性能和使用寿命的基础。

船舶建造质量评定标准的制定，是确保船舶建造品质的重要手段。

一、有效性和安全性船舶建造质量评定标准的首要目标是确保船舶的有效性和安全性。

有效性是指船舶在设计功能和使用性能方面的达成度。

例如，一艘货船的有效性可以从货物装载和卸载的便捷性、载重量和速度等方面衡量。

安全性则是指船舶在使用过程中具备的防范风险和保护人员、货物以及环境安全的能力。

为了保证船舶的有效性和安全性，船舶建造质量评定标准应包括以下几个方面的考虑：1. 结构强度和稳定性：船舶的结构强度和稳定性是船身是否能承受各种外界力并保持平衡的重要指标。

船舶建造质量评定标准应包括对船体结构和各个部位的材料强度和稳定性的要求。

2. 船舶系统和设备：船舶的各种系统和设备，如动力系统、导航系统、电力系统等，对船舶的使用性能和安全性具有重要影响。

船舶建造质量评定标准应要求这些系统和设备满足相关技术标准和安全规范。

3. 施工工艺和质量控制：船舶建造需要采用一系列的施工工艺和质量控制措施，确保船舶结构和设备的质量达到要求。

船舶建造质量评定标准应包括对施工工艺和质量控制的规定，确保建造过程中的质量可控。

二、设计合理性和先进性船舶建造质量评定标准的另一个重要目标是推动船舶设计的合理性和先进性。

船舶的设计合理性是指设计是否符合实际需求，是否充分考虑了船舶使用场景和环境条件。

船舶的设计先进性则是指船舶设计所采用的技术和理念是否具备较高水平。

为了鼓励设计合理性和先进性，船舶建造质量评定标准应包括以下几个方面的考虑：1. 性能要求：船舶的性能要求是指对船舶在载重量、速度、耐久性等方面的要求。

船舶建造质量评定标准应要求船舶设计充分考虑使用需求，并制定相应的目标性能。

2. 环保要求：船舶作为一种海洋运输工具，应考虑对海洋环境的影响。

船舶建造质量评定标准应要求船舶设计符合环保要求，包括减少排放、废物处理等方面。

关于中国船舶工业无损检测标准与IACS Rec. 20标准的比较说明

船体结构焊缝进行无损检测（Non-destructive testing of ship hull steel welds）中国船舶工业无损检测标准（CB/T）与IACS Rec. 20标准的比较说明Brief introduction for comparing Chinese shipbuilding NDT standards (CB/T)with IACS REC 20几乎所有的中国船厂采用以下无损检测标准对船体结构焊缝进行无损检测：CB/T3177-94（船舶钢焊缝射线照相和超声波检查规则）、CB/T3558-94（船舶钢焊缝射线照相工艺和质量分级）、CB/T3559-94（船舶钢焊缝手工超声波探伤工艺和质量分级）、CB/T3958-2004（船舶钢焊缝磁粉、渗透检测工艺和质量分级）Almost all Chinese shipyards adopt following recognized NDT standards for non-destructive testing of ship hull steel welds：CB/T3177-94（Ship steel weld radiographic testing and UT testing standard，CB/T3558-94（Ship steel weld radiographic testing technology and quality classification），CB/T3559-94（Ship steel weld UT testing technology and quality classification）and CB/T3958-2004 （Ship steel weld magnetic particle & penetration testing technology and quality classification）在IACS URZ23 和IACS Rec. 47中提及使用IACS Rec. 20对船体结构焊缝进行无损检测，为了便于验船师检查无损检测结果，现将上述标准与IACS Rec. 20标准的比较结果具体如下：In IACS URZ23 and IACS Rec. 47, IACS.20 is referred to be applied for non-destructive testing of ship hull steel welds. In order to convenience for surveyor checking NDT results, full comparison between above mentioned national NDT standards with IACS.20 are done, see the contrast tables and conclusions as follows:一、射线照相检测radiographic testing:表1 / Table 1：表1/Table 1：1. 比较CB普通级绿色数据与IACS REC 20的相应数据要求，在相同的透照范围内，透照灵敏度（发现金属丝指数）即像质计要求，CB/T3558-94标准的普通级严于IACS Rec. 20的要求；Regarding wire number visible on the film (nominal diameter) i.e. IQI, comparing green figures between CB/T3558-94 (normal class) and IACS REC 20, within the same nominal thickness range, found that IQI (normal class stipulated on CB/T3558-94) is much more stringent than that of REC 20.2. 比较CB普通级红色IQI数据与IACS REC 20的IQI数据要求，在相同的透照范围内，透照灵敏度（发现金属丝指数）即像质计要求CB/T3558-94标准的普通级小于IACS Rec. 20的要求；Regarding wire number visible on the film (nominal diameter) i.e. IQI, comparing red figures between CB/T3558-94 (normal class) and IACS REC 20, within the same nominal thickness range, found that IQI (normal class stipulated on CB/T3558-94) is less stringent than that of REC 20.3. 所以船厂或无损检测公司在射线照相透照灵敏度（发现金属丝指数）上，可以使用CB/T3558-94标准的普通级要求，并注意在此情况下与IACS Rec. 20要求相一致，即在X 射线片子上看到相应要求的金属丝指数。

船舶IACS标准

No.47 Shipbuilding and Repair Quality Standard (1996)(Rev. 1, 1999)(Rev.2, Dec. 2004)(Rev.3, Nov. 2006)Part A Shipbuilding and Repair Quality Standard for New ConstructionPart B Repair Quality Standard for Existing ShipsPART A - SHIPBUILDING AND REPAIR QUALITY STANDARDS FOR NEW CONSTRUCTION1. Scope2. General requirements for new construction3. Qualification of personnel and procedures3.1 Qualification of welders3.2 Qualification of welding procedures3.3 Qualification of NDE operators4. Materials4.1 Materials for structural members4.2 Under thickness tolerances4.3 Surface conditions5. Cutting5.1 Gas cutting6. Fabrication and fairness6.1 Flanged longitudinals and flanged brackets6.2 Built-up sections6.3 Corrugated bulkheads6.4 Pillars, brackets and stiffeners6.5 Maximum heating temperature on surface for line heating6.6 Block assembly6.7 Special sub-assembly6.8 Shape6.9 Fairness of plating between frames6.10 Fairness of plating with frames6.11 Preheating for welding hull steels at low temperature7. Alignment8. Welding8.1 Typical butt weld plate edge preparation (manual welding)8.2 Typical fillet weld plate edge preparation (manual welding)8.3 Typical butt and fillet weld profile (manual welding)8.4 Lap, plug and slot welding8.5 Distance between welds8.6 Automatic welding9. Repair9.1 Typical misalignment repair9.2 Typical butt weld plate edge preparation repair (manual welding)9.3 Typical fillet weld plate edge preparation repair (manual welding)9.4 Typical fillet and butt weld profile repair (manual welding)9.5 Distance between welds repair9.6 Erroneous hole repair9.7 Repair by insert plate9.8 Weld surface repairREFERENCES1. IACS “Bulk Carriers - Guidelines for Surveys, Assessment and Repair of Hull Structure”2. TSCF “Guidelines for the inspection and maintenance of double hull tanker structures”3. TSCF “Guidance manual for the inspection and condition assessment of tanker structures”4. IACS UR W7 “Hull and machinery steel forgings”5. IACS UR W8 “Hull and machinery steel castings”6. IACS UR W11 “Normal and higher strength hull structural steel”7. IACS UR W13 “Allowable under thickness tolerances of steel plates and wide flats”8. IACS UR W14 “Steel plates and wide flats with improved through thickness properties”9. IACS UR W17 “Approval of consumables for welding normal and higher strength hull structural steels”10. IACS UR Z10.1 “Hull surveys of oil tankers” and Z10.2 “Hull surveys of bulk carriers” Annex I11. IACS Recommendation No. 12 “Guidelines for surface finish of hot rolled plates and wide flats “ 13. IACS Recommendation No. 20 “ Guide for inspection of ship hull welds”1. Scope1.1This standard provides guidance on shipbuilding quality standards for the hull structure during newconstruction and the repair standard where the quality standard is not met.Whereas the standard generally applies to- conventional ship types,- parts of hull covered by the rules of the Classification Society,- hull structures constructed from normal and higher strength hull structural steel,the applicability of the standard is in each case to be agreed upon by the Classification Society.The standard does generally not apply to the new construction of- special types of ships as e.g. gas tankers-structures fabricated from stainless steel or other, special types or grades of steel1.2The standard covers typical construction methods and gives guidance on quality standards for themost important aspects of such construction. Unless explicitly stated elsewhere in the standard, the level of workmanship reflected herein will in principle be acceptable for primary and secondary structure of conventional designs. A more stringent standard may however be required for critical and highly stressed areas of the hull, and this is to be agreed with the Classification Society in each case. In assessing the criticality of hull structure and structural components, reference is made to ref. 1, 2 and 3.1.3Details relevant to structures or fabrication procedures not covered by this standard are to beapproved by the Classification Society on the basis of procedure qualifications and/or recognized national standards.1.4It is intended that these standards provide guidance where established shipbuilding or nationalstandards approved by the Classification Society do not exist.1.5For use of this standard, fabrication fit-ups, deflections and similar quality attributes are intended tobe uniformly distributed about the nominal values. The shipyard is to take corrective action to improve work processes that produce measurements where a skewed distribution is evident. Relying upon remedial steps that truncate a skewed distribution of the quality attribute is unacceptable.1.6In this standard, both a "Standard" range and a "Limit" range are listed. The "Standard" rangerepresents the target range expected to be met in regular work under normal circumstances. The "Limit"range represents the maximum allowable deviation from the "Standard" range. Work beyond the "Standard" range but within the "Limit" range is acceptable.2. General requirements for new construction2.1In general, the work is to be carried out in accordance with the Classification Society rules and underthe supervision of the Surveyor to the Classification Society2.2Provisions are to be made for proper accessibility, staging, lighting and ventilation. Weldingoperations are to be carried out under shelter from rain, snow and wind.2.3Welding of hull structures is to be carried out by qualified welders, according to approved andqualified welding procedures and with welding consumables approved by the Classification Society, see Section 3. Welding operations are to be carried out under proper supervision by the shipbuilder.3. Qualification of personnel and procedures3.1 Qualification of welders3.1.1Welders are to be qualified in accordance with the procedures of the Classification Society or to arecognized national or international standard, e.g. EN 287, ISO 9606, ASME Section IX, ANSI/AWS D1.1. Recognition of other standards is subject to submission to the Classification Society for evaluation.Subcontractors are to keep records of welders qualification and, when required, furnish valid approval test certificates.3.1.2Welding operators using fully mechanized or fully automatic processes need generally not passapproval testing provided that the production welds made by the operators are of the required quality.However, operators are to receive adequate training in setting or programming and operating the equipment Records of training and production test results shall be maintained on individual operator’s files and records, and be made available to the Classification Society for inspection when requested.3.2Qualification of welding proceduresWelding procedures are to be qualified in accordance with the procedures of the Classification Society or a recognized national or international standard, e.g. EN288, ISO 9956, ASME Section IX, ANSI/AWS D1.1. Recognition of other standards is subject to submission to the Classification Society for evaluation. The welding procedure should be supported by a welding procedure qualification record. The specification is to include the welding process, types of electrodes, weld shape, edge preparation, welding techniques and positions.3.3 Qualification of NDE operators3.3.1Personnel performing non-destructive examination for the purpose of assessing quality of welds inconnection with new construction covered by this standard, are to be qualified in accordance with Classification Society rules or to a recognized international or national qualification scheme. Records of operators and their current certificates are to be kept and made available to the Surveyor for inspection.4. Materials4.1Materials for Structural MembersAll materials, including weld consumables, to be used for the structural members are to be approved by the Classification Society as per the approved construction drawings and meet the respective IACS Unified Requirements. Additional recommendations are contained in the following paragraphs.All materials used should be manufactured at a works approved by the Classification Society for the type and grade supplied.4.2 Surface Conditions4.2.1 DefinitionsMinor Imperfections: pittings, rolled-in scale, indentations, roll marks, scratches and groovesDefects: Cracks, shells, sand patches, sharp edged seams and minor imperfectionsnot exceeding the limits of table 1 in case that the sum of the influencedarea exceeds 5% of the total surface in questionDepth of Imperfections or defects: the depth is to be measured from the surface of the product4.2.2 Unrepaired ConditionsMinor imperfections, in accordance with the limits described in Table 1, are permissible and may be left unrepaired.4.2.3 Repairs of DefectsDefects are to be repaired by grinding or welding irrespective of their size and number. Repair by grinding may be carried out over the entire surface up to a depth equal to –0.3mm.4.2.4 Repairs by GrindingThe nominal thickness is not to be reduced by more than 7% or 3mm, whichever is the lesser. Each single ground area is not to exceed 0.25m2.The defects are to be completely removed by grinding. Complete elimination of the defects is to be verified by a magnetic particle or dye penetrant test procedure. The ground areas must have smooth transitions to the surrounding surface.4.2.5 Repairs by weldingLocal defects, which cannot be repaired by grinding, may be repaired by chipping and/or grinding followed by welding in accordance with the qualified procedures approved by the Classification Society concerned.Any single welded area is not to exceed 0.125m2. The weld preparation should not reduce the thickness of the product below 80% of the nominal thickness. Welding is to be completed with one layer of weld bead in excess, which is subsequently to be ground smooth, level with the plate surface. The soundness of the repair is to be verified by ultrasonic, magnetic particle or dye penetrant methods.Imperfection surface area Ratio(%)15～20%5～15%0～5%t < 20mm0.2mm 0.4mm 0.5mm20mm ≤t < 50mm0.2mm 0.6mm 0.7mm50mm ≤t 0.2mm 0.7mm 0.9mm Table 1 Limits for minor imperfections left unrepaired4.2.6 Further Defects4.2.6.1 LaminationInvestigation to be carried out at the steelmill into the cause and extent of the laminations. Severe lamination is to be repaired by local insert plates. The minimum breadth or length of the plate to be replaced is to be:• 1600mm for shell and strength deck plating in way of cruciform or T-joints,• 800mm for shell, strength deck plating and other primary members,• 300mm for other structural members.Local limited lamination may be repaired by chipping and/or grinding followed by welding in accordance with sketch (a). In case where the local limited lamination is near the plate surface, the repair may be carried out as shown in sketch (b). For limitations see paragraph 4.2.5.(b)4.2.6.2 Weld SpattersLoose weld spatters are to be removed completely by grinding or other measures to clean metal (see Table 9.13) on:• shell plating• deck plating on exposed decks• in tanks for chemical cargoes• in tanks for fresh water and for drinking water• in tanks for lubricating oil, hydraulic oil, including service tanks5. Cutting5.1Gas CuttingThe roughness of the cut edges R is to meet the following requirements:Free Edges:StandardLimitStrength Members 150µm 300µmOthers 500µm 1000µmWelding Edges:StandardLimitStrength Members 400µm 800µmOthers 800µm 1500µm6. Fabrication and fairness6.1 Flanged longitudinals and flanged brackets (see Table 6.1)6.2 Built-up sections (see Table 6.2)6.3 Corrugated bulkheads (see Table 6.3)6.4 Pillars, brackets and stiffeners (see Table 6.4)6.5 Maximum heating temperature on surface for line heating (see Table 6.5)6.6 Block assembly (see Table 6.6)6.7 Special sub-assembly (see Table 6.7)6.8 Shape (see Table 6.8 and 6.9)6.9 Fairness of plating between frames (see Table 6.10)6.10 Fairness of plating with frames (see Table 6.11)6.11 Preheating for welding hull steels at low temperature (See Table 6.12)7.AlignmentThe quality standards for alignment of hull structural components during new construction are shown in Tables 7.1, 7.2 and 7.3. The Classification Society may require a closer construction tolerance in areas requiring special attention, as follows:• Regions exposed to high stress concentrations• Fatigue prone areas• Detail design block erection joints• Higher tensile steel regions8. Welding Details8.1 Typical butt weld plate edge preparation (manual welding) - see Table 8.1 and 8.28.2 Typical fillet weld plate edge preparation (manual welding) - see Table 8.3 and 8.48.3 Typical butt and fillet weld profile (manual welding) - see Table 8.58.4 Distance between welds - see Table 8.68.5 Automatic welding - see Table 8.79. Repair9.1 Typical misalignment repair - see Tables 9.1 to 9.39.2 Typical butt weld plate edge preparation repair (manual welding) - see Table 9.4 and 9.5 9.3 Typical fillet weld plate edge preparation repair (manual welding) - see Tables 9.6 to 9.8 9.4 Typical fillet and butt weld profile repair (manual welding) - see Table 9.99.5 Distance between welds repair - see Table 9.109.6 Erroneous hole repair - see Table 9.119.7 Repair by insert plate - see Table 9.129.8 Weld surface repair - see Table 9.13TABLE 6.1 – Flanged Longitudinals and Flanged BracketsDetailStandard Limit RemarksBreadth of flangecompared to correct size+ 3 mm + 5 mmAngle between flange and webcompared to template+ 3 mm + 5 mm per 100 mm of aStraightness in plane of flange and web+ 10 mm + 25 mm per 10 mTABLE 6.2 – Built Up SectionsDetailStandard Limit RemarksFrames and longitudinal+ 1.5mm + 3mm per 100 mm of aDistortion of face plated ≤ 3 + a/100 mm d ≤ 5 + a/100 mmDistortion of built up longitudinal, girder and transverse at upper edge and flange+10mm+25mmper 10 m in lengthTABLE 6.3 – Corrugated BulkheadsDetailStandard Limit RemarksMechanical bendingR ≥ 3t mm 2tMaterial to be suitable for cold flanging (forming) and welding in way of radiusDepth of corrugation+ 3mm+ 6mmBreadth of corrugation+ 3mm + 6mmPitch and depth of swedged corrugated bulkhead compared with correct valueh : + 2.5mmWhere it is not aligned with other bulkheadsP : + 6mmWhere it is aligned with other bulkheadsP : + 2mmH : + 5mmWhere it is not aligned with other bulkheadsP : + 9mmWhere it is aligned with other bulkheadsP : + 3mmTABLE 6.4 – Pillars, Brackets and StiffenersDetailStandard Limit RemarksPillar (between decks)4 mm 6 mmCylindrical structure diameter (pillars, masts, posts, etc.)+ D/200 mmmax. + 5 mm + D/150 mmmax. 7.5 mmTripping bracket and small stiffener, distortion at the part of free edgeA ≤ t/2 mmtTABLE 6.5 - Maximum Heating Temperature on Surface for Line HeatingTABLE 6.6 – Block AssemblyItem Standard Limit Remarks Flat Plate AssemblyLength and BreadthDistortionSquarenessDeviation of interior members from Plate ± 4 mm±10mm±5mm5mm± 6 mm±20mm±10mm10mmCurved plate assemblyLength and BreadthDistortionSquarenessDeviation of interior members from plate ± 4mm±10mm±10mm5mm± 8 mm±20mm±15mm10mmmeasured alongthe girthFlat cubic assemblyLength and BreadthDistortionSquarenessDeviation of interior members from plateTwistDeviation between upper and lower plate ± 4mm±10mm±5mm5mm±10mm±5mm± 6 mm±20mm±10mm10mm±20mm±10mmCurved cubic assemblyLength and BreadthDistortionSquarenessDeviation of interior members from plateTwistDeviation between upper and lower plate ± 4mm±10mm±10mm±5mm±15mm±7mm± 8 mm±20mm±15mm±10mm±25mm±15mmmeasured alongwith girthTABLE 6.7 – Special Sub-AssemblyItem Standard Limit Remarks Distance betweenupper/lower gudgeon ±5mm ±10mmDistance between aft edge±5mm ±10mmof boss and aft peakbulkheadTwist of sub-assembly ofstern frame 5mm 10mmDeviation of rudder fromshaft center line 4mm 8mmTwist of rudder plate6mm 10mmFlatness of top plate of mainengine bed 5mm 10mmBreadth and length of topplate of main engine bed ±4mm ± 6mmTABLE 6.8 – ShapeDetailStandard Limit RemarksDeformation for the whole length+ 50 mmper 100 m against the line of keel sightingDeformation for the distance between two adjacent bulkheads+ 15 mmCocking-up of fore body+ 30 mmCocking-up of aft-body+ 20 mmRise of floor amidships+ 15 mmTABLE 6.9 – ShapeItem Standard Limit RemarksLength between perpendiculars±50 per 100m Applied to ships of100 metre length andabove.For the convenienceof the measurement thepoint where the keel isconnected to the curve ofthe stern may besubstituted for the foreperpendicular in themeasurement of the length. Length between aft edge of boss and±25mmmain engineMoulded breadth at midship ±15mm Applied to ships of 15metre breadth and above.Measured on the upperdeck.Moulded depth at midship ±10mm Applied to ships of10 metre depth and above.TABLE 6.10 – Fairness of Plating Between FramesItemStandard Limit RemarksParallel part(side & bottom shell) 4mmShell plateFore and aft part 5mmTank top plate4mmBulkhead Longl. Bulkhead Trans. Bulkhead Swash Bulkhead6mm8mmParallel part 4mm 8mmStrength deckFore and aft partCovered part 6mm 7mm 9mm 9mm Bare part 6mm 8mmSecond deck Covered part7mm 9mm Bare part 4mm 8mmForecastle deck poop deck Covered part 6mm 9mm Bare part 4mm 6mmSuper structure Deck Covered part 7mm 9mm Outside wall 4mm 6mm Inside wall 6mm 8mmHouse wallCovered part7mm9mmInterior member (web of girder, etc) 5mm 7mm Floor and girder in double bottom5mm7mmTABLE 6.11 – Fairness of Plating with Framesl= span of frame(minimum l=3m)To be measured between onetrans. space.TABLE 6.12 – Preheating for welding hull steels at low temperatureStandard LimitRemarksItemBase metaltemperature neededpreheatingMinimum preheating temperatureNormal strengthsteelsA, B, D, E Below -5o CHigher strengthsteels(TMCP type)Below 0o CHigher strengthsteels (Conventionaltype) AH32 – EH 32AH36 – EH 36Below 5 o C20o C 1)(Note)1)This level of preheat is to be applied unless the approved welding procedure specifies a higher level.TABLE 7.1 – AlignmentDetailStandardLimitRemarksAlignment of butt weldsa ≤ 0.15t strength a ≤ 0.2t othera ≤ 3.0 mmAlignment of fillet weldst 1 < t 2a) Strength and higher tensile:a ≤ t 1/4measured on the median. ora 1 ≤ (3t 1- 2t 2)/4 measured on the heel line.b) Other:a ≤ t 1/3 measuredon the median. ora 1 ≤ (5t 1- 3t 2)/6 measured on the heel line. a) Strength and higher tensile:a ≤ t 1/3measured on the median. ora 1 ≤ t 1/3measured on the heel line. b) Other: a ≤ t 1/2measured on the median. ora 1 ≤ t 1/2measured on the heel line. Where t 3 is less than t 1 , then t 3 should be substituted for t 1 inthe standard. Alignment of fillet weldsa) Strength and higher tensile:a ≤ t 1/4 measured on the median or a 1 ≤ (3t 1- 2t 2)/4 measured on the heel line.b) Other: a ≤ t 1/3measured on the medianor a 1 ≤ (5t 1- 3t 2)/6 measured on thea)Strength and higher tensile:a ≤ t 1/3 measured on the median ora 1 ≤ t 1/3measured on theheel line.b) Other:a ≤ t 1/2measured on the median ora 1 ≤ t 1/2measured on the Where t 3 is lessthan t 1, then t 3should be substitutefor t 1 in the standard.t 3t 2DetailStandardLimitRemarksAlignment of flange of T-longitudinala ≤ 0.04b strengtha = 8.0 mmAlignment of height of T-bar, L-angle bar or bulbPrimary members a ≤ 0.15tSecondary members a ≤ 0.20ta = 3.0 mmAlignment of panel stiffenerd ≤ L/50Gap between bracket/intercostal and Stiffenera ≤ 2.0 mma = 3.0 mmAlignment of lap weldsa ≤ 2.0 mm a = 3.0 mmDetailStandard LimitRemarksGap between beam and framea ≤ 2.0 mm a = 5.0 mmGap around stiffener cut-outs ≤ 2.0 mm s = 3.0 mmSquare buttSingle level buttDouble bevel buttDouble vee butt, uniform bevelsDouble vee butt, non-uniform bevelNOTE 1Different plate edge preparation may be accepted or approved by the Classification Society on the basis of an appropriate welding procedure specification.For welding procedures other than manual welding, see paragraph 3.2 Qualification of weld procedures.Single vee buttNOTE 1Different plate edge preparation may be accepted or approved by the Classification Society on the basis of an appropriate welding procedure specification.Small angle filletSingle bevel tee with permanent backingSingle bevel teeNOTE 1Different plate edge preparation may be accepted or approved by the Classification Society on the basis of an appropriate welding procedure specification.For welding procedures other than manual welding, see paragraph 3.2 Qualification of welding procedures.Double bevel tee symmetricalDouble bevel tee assymetricalDouble J bevel symmetricalNOTE 1Different plate edge preparation may be accepted or approved by the Classification Society on the basis of an appropriate welding procedure specification.Table 8.5 Typical Butt And Fillet Weld Profile (Manual Welding)Detail Standard Limit RemarksButt weld toe angleθ ≤ 60°h ≤ 6mm θ ≤ 90°Butt weld undercut0.5 mmFillet weld leg lengths = leg length a = throat depths ≥ 0.9s d a ≥ 0.9a dover short weld lengthss d = design s a d = design aFillet weld toe angleθ ≤ 90°In areas of stress concentration and fatigue, the Class Society may require a lesser angle.Fillet weld undercut0.5 mmTable 8.6 Distance Between WeldsrdDistance between two butt weldsDistance between butt weld and fillet weld Distance between butt weldsTable 8.7 - Automatic WeldingDetail Standard Limit RemarksSubmerged Arc Welding (SAW)0 ≤ G ≤ 0.8 mmG = 2 mmEdge preparation as per Tables 8.1 and 8.2SAW may follow WPS approved by the Classification Society.See Note 1.NOTE 1Different plate edge preparation may be accepted or approved by the Classification Society on the basis of an appropriate welding procedure specification.For welding procedures other than manual welding, see paragraph 3.2 Qualification of welding procedures.Table 9.1 - Typical Misalignment RepairDetail Repair Standard RemarksAlignment of butt jointsa) Strength members a > 0.15t 1 or a > 3 mm release and adjustb) Othersa > 0.2t 1 or a > 3 mm release and adjust t 1 is lesser plate thicknessAlignment of fillet weldsa) Strength and higher tensile steelt 1/3 < a ≤ t 1/2 - generally increase weld throat by 10%a > t 1/2 - releaseand adjust over a minimum of 50ab) Othersa > t 1/2 - releaseand adjust over a minimum of 30aWhere t 3 is less than t 1 then t 3 should be substituted for t 1 in standardAlignment of flange of T-longitudinalWhen 0.04b < a ≤ 0.08b, max 8 mm: grind corners to smooth taper over a minimum distance L = 3aWhen a > 0.08b or 8 mm:grind corners to smooth taper over a minimum distance L=50aAlignment of height of T-bar, L-angle bar or bulbWhen 3 mm < a ≤ 6 mm: building up by weldingWhen a > 6 mm:release and adjust over minimum L = 50a for primary structure and L = 30a elsewhereAlignment of lap welds3 mm < a ≤ 5 mm:weld leg length to be increased by the same amount as increase in gapa > 5 mm:members to be re-alignedTable 9.2 - Typical Misalignment RepairDetail Repair Standard RemarksWhen 3 mm < a ≤ 5mm:weld leg length to be increased by increase in gapWhen 5mm < a ≤ 10mm:chamfer 30° - 40° and build up with weldingGap between bracket/intercostal and stiffenerWhen a > 10mm:increase gap to 50mm and fit collar plateb= (2t + 25)mm, min. 50mmGap between beam and framea > 3 mm release and adjustTABLE 9.3 – Misalignment RepairOR fit small collar over scallop dOR fit collar plate over scallop Gap around stiffener cut-outWhen 3 mm < s ≤ 5mmweld leg length to be increased as much asincrease in gap opening over 2mmheight as nib20 mm ≤ b ≤ 50mmDetail Repair standard Remarks Square butt When G ≤ 10 mmchamfer to 45゜and build up by weldingWhen G > 10mmbuild up with backing strip; remove,back gouge and seal weld;or, insert plate, min. width 300 mmSingle bevel buttDouble bevel buttDouble vee butt, uniform bevelsDouble vee butt, non-uniform bevelWhen 5 mm < G ≤ 16 mmbuild up gap with welding on one or both sides ofpreparation, with possible use of backing strip asnecessary, to maximum 16 mm.Where a backing strip is used, the backing strip isto be removed, the weld back gouged, and asealing weld made.Different welding procedure by using otherbacking material approved by the ClassificationSociety may be accepted on the basis of anappropriate welding procedure specification.When 16mm < G < 25mmWelding up with edge preparation or partly renewweldingWhen G > 25mmAn insert plate, of minimum width 300mm, towelded in place.max. 16mmSingle vee buttmax. 16mmWhen 16mm < G < 25mmWelding up with edge preparation or partlyrenew welding.When G > 25 mman insert plate, of minimum width300 mm, to be welded in place.TABLE 9.6 – Typical Fillet Weld Plate Edge Preparation Repair (Manual Welding)Detail Repair standard Remarks3 mm < G ≤ 5mm – leg length increased to Rule leg + (G-2)5 mm < G ≤ 16 mm or G ≤ 1.5t - chamfer to 30° to 45°,build up with welding, on one side, with or without backing strip, grind and weld.Tee FilletG > 16 mm or G > 1.5t - new plate to be inserted (min. 300mm)Liner treatmentt 2 ≤ t ≤ t 1 G ≤ 2mma = 5 mm + fillet leg lengthNot to be used in cargo area or areas of tensile stress perpendicular to linerDetail Repair standard Remarks3 mm < G ≤ 5mm build up weld5 mm < G ≤ 16 mm - build up with welding, with or without backing strip, remove backing strip if used, back gouge and back weld.Single bevel teeG > 16mm new plate to be inserted of minimum width 300mm。

船舶建造及修理质量标准IACS(中文)

IACS Rec.47˄47 䆂Ḝ˅㠍㠊䗴 ⧚䋼䞣㠍㠊䗴 ⧚䋼䞣A 䚼㠍䗴 ⧚䋼䞣B䚼 ⦄ 㠍㠊 ⧚䋼䞣A䚼㠍䗴 ⧚䋼䞣1.䗖⫼㣗2. 䗴㠍ϔ㠀㽕∖3.⛞ 㡎䅸3.1 ⛞ 䌘Ḑ3.2 ⛞ 㡎䅸3.3 ӸҎ 䌘Ḑ4.4.1 ӊ4.2 䋳4.3 㸼䴶䋼䞣5.5.1 ⇨5.2 ㄝ⾏5.3 ▔ ⇨6.㒘㺙㽕∖6.1 䖍㒉偼䖍㙬6.2 㒘㺙6.3 ῑ 㠅6.4 ǃ㙬 ǃ6.5 㸼䴶催㒓 ⛁⏽6.6 ↉㒘㺙6.7 ⡍⅞⃵ ↉6.86.9 㙟偼䯈 ⱘ 㺙㊒6.10 Ϣ㙟偼ⱘ 㺙㊒7.8.⛞8.1 ⛞㓱 ( ⛞)8.2 㾦 ⛞㓱 ( ⛞)8.3 㾦 ⛞㓱 ( ⛞)8.4 ǃ ⛞ǃ䭓 ⛞8.5 ⛞㓱䯈䎱8.6 㞾 ⛞9. ⧚9.1 ℷ ⧚9.2 ⛞㓱 ⧚( ⛞)9.3 㾦 ⛞㓱 ⧚( ⛞)9.4 㾦 ǃ ⛞㓱 ⧚( ⛞)9.5 ⧚⛞㓱䯈ⱘ䎱⾏9.6 䫭䇃 ⱘ ⧚9.7 ⧚9.8 ⛞㓱㸼䴶 ⧚㗗 ⤂˖1. IACS“ 䋻㠍㠍ԧ㒧 Ẕ偠ǃ䆘Ԅ ⧚ ӊ”2. TSCF“ ⊍㠍㒧 Ẕ 㓈 ”3. TSCF“⊍㠍㒧 Ẕ ǃ⢊ 䆘Ԅ ”4. IACS UR w7“㠍ԧ Ẅ⫼䬏䩶ӊ”5. IACS UR W8“㠍ԧ Ẅ⫼䫌䩶ӊ”6. IACS UR W11“ 䗮催㠍ԧ㒧䩶”7. IACS UR W13“䩶䩶䆌⫼ 䋳 ”8. IACS UR W14“ 㛑ⱘ䩶䩶”9. IACS UR w l 7“ 䗮催㠍ԧ㒧䩶⛞ 䅸 ”10. IACS UR Z10.1“⊍㠍㠍ԧẔ偠” Z10.2“ 䋻㠍㠍ԧẔ偠”䰘 I11. IACS 䆂12“⛁䔻 ǃ 䩶㸼䴶䋼䞣㽕∖ ”12. IACS 䆂20“㠍ԧ⛞㓱Ẕ ”1.㣗1.1 䗴㠍㠊㠍ԧ㒧 ⱘ 䗴䋼䞣 њ㾘 ˈ Ϩ㾘 њϡ⒵䎇䗴䋼䞣 ⱘ ⧚ Ǆ䗮䗖⫼Ѣ˖㾘㠍 ˗㠍㑻⼒㾘㣗 ⱘ㠍ԧ䚼ӊ˗⫼ 䗮催㠍ԧ㒧䩶䗴ⱘ㠍ԧ㒧 ˗ӏԩ ϟՓ⫼ 㒣㠍㑻⼒ Ǆ䗮 ϡ䗖⫼Ѣ˖⡍⅞㠍 ˈ ⇨ԧ䖤䕧㠍˗㒧 ⫼ϡ䫜䩶 Ҫ⡍⅞㉏䩶䩶㑻䗴ⱘ㠍㠊Ǆ1.2 њ ⱘ 䗴 ⊩ 䋼䞣䯤 њ䖭ѯ 䗴 ⊩ⱘЏ㽕㒚㡖ˈ䰸䴲 Ё ⹂ⱘ㾘 ˈ Ϟ ⱘ 㡎∈ 䗖⫼ѢӴ㒳㠍ԧЏ㽕 ⃵㽕㒧 ⱘ䆒䅵Ǆ Ѣⱘ 㠍ԧ㒧 Ј⬠ 催 ҹ䞛⫼ ϹḐⱘ䋼䞣 ˈԚ 㒣㠍㑻⼒ Ǆ䆘Ӌ㠍ԧ㒧 ӊⱘ 䰤⢊ ✻ 㗗 ⤂lǃ2 3Ǆl.3 Ѣ ϡ ⱘ㒧㒘㺙㡎ˈ ⬅㠍㑻⼒ḍ 䌘Ḑ䅸⿟ ˋ 䅸 ⱘ 㒣䅸 Ǆ1.4 ≵ 㠍㠊䗴㠍㑻⼒䅸 ⱘ ϟˈЎ㠍㠊䗴 կ Ǆ1.5 Փ⫼ ˈ㒘㺙ǃ ㄝ㉏Ԑ䋼䞣⡍ Ў Н Ǆ 䋼䞣 ˈ㠍䞛䖯㡎Ǆҙҙձ䴴䞛㸹䋼䞣 ⱘ ⊩ ϡ㛑 ⱘǄ2. 䗴㠍ϔ㠀㽕∖2.1 䗮 Ẕ偠 ԰ ձ✻㠍㑻⼒㾘㣗㠍㑻⼒偠㠍 ⱘⲥⴷϟ䖯㸠Ǆ2.2 Ў Ѣ ԰ˈ㠍䆕䗖 ⱘ㛮 ǃ✻ 䗮亢Ǆ⛞ ԰Ϯ 㛑䙓亢ǃ䲾ǃ䲼ⱘ 䖯㸠Ǆ2.3 㠍ԧ㒧 ⱘ⛞ ⬅ 䌘Ḑⱘ⛞ ӏˈ 䞛⫼⬅㠍㑻⼒䅸 ǃ ⱘ⛞ 㡎 ⛞ ˈ䆺㾕3Ǆ⛞ ԰Ϯ 䗴㗙ⱘⲥⴷϟ䖯㸠Ǆ3.⛞ 㡎 Ҏ 䌘Ḑ3.1 ⛞ 䌘Ḑ3.1.1 ⛞ ḍ 㠍㑻⼒䅸 ⱘ⿟䅸 ⱘ ǃ 䰙 ˖EN287ǃIS09606ǃASME ㄀IX䚼 ǃANSIˋWS D1.1䖯㸠䌘Ḑ䅸 ˈ䰸ℸП ⱘ Ҫ Ѹ㠍㑻⼒ ǄѢ 乍Ⳃ ⬭⛞ ⱘ䌘Ḑ䅸䆄 ˈ 㽕∖ կ ⱘ䅸䆩偠䆕кǄ3.1.2 Ңџ Ẅ⛞ 㞾 ⛞ⱘ⛞ 㽕 ⛞ ⱘ⛞㓱䖒䋼䞣㽕∖ˈ䗮 ϡ 䖯㸠䅸䆩偠.Ԛ 䆎 ԩ⛞ 㒣䎇 ⱘ㒘㺙ǃ⛞ ⿟ ⱘ 䆁ˈ䆒 ԰ 䆁䆄䆩偠㒧 ⛞ ⱘϾҎḜ 䆄 Ё ˈҹկ㠍㑻⼒㽕∖ 䯙Ǆ3.2 ⛞ 㡎䆘⛞ 㡎㒣㠍㑻⼒㠍㑻⼒ⱘ⿟䅸 ⱘ 䰙 ˖ EN288ǃIS09956ǃASME㄀IX䚼 ǃANSIˋAWS D1.1䖯㸠䆘 ⹂䅸⒵䎇㽕∖Ǆ䰸ℸП ⱘ Ҫ Ѹ㠍㑻⼒ Ǆ ⱘ⛞ 㡎 ḍ ⛞ 䆘䆄 ⱘǄ䇈 кЁ ˖⛞ 㡎䖛⿟ǃ⛞ ㉏ ǃ⛞㓱 ǃ ǃ⛞ ⊩ ⛞ ԡ㕂Ǆ3.3 ӸҎ 䌘Ḑ3.3.1 Ңџ䆘Ӌ ⱘ 䗴㠍㠊⛞㓱䋼䞣ⱘ ӸҎ ˈ ヺ ⒵䎇㠍㑻⼒㾘㣗䅸 ⱘ ǃ 䰙 ⱘ䌘Ḑ㽕∖Ǆ⛞ ԰䆄䌘Ḑ䆕кҹկ偠㠍 Ẕ Ǆ4.4.1 㒧 ⫼⫼Ѣ㒧䚼 ⱘ ( ⛞ ) ḍ 䗴㒌㽕∖ IACSⳌ ⱘ㒳ϔ㽕∖ 㠍㑻⼒ⱘ Ǆ䰘䆂 ҹϟ ЁǄՓ⫼ⱘ ( ǃ䩶㑻) 㠍㑻⼒䅸 ⱘ ⫳ѻ 䗴Ǆ4.2 䋳ѢㄝѢ5mm⫼Ѣ㠍ԧ㒧 ⱘ 䗮催䩶 ǃ 䩶ⱘ 䆌䋳 Ў0.3mmǄ ⌟ ԡ㕂䎱䖍㓬㟇 10mmⱘӏ ԡ㕂Ǆ⬅Ѣ㔎䱋 ⍜䰸㔎䱋㗠䖯㸠⺼䗴㸼䴶䚼ⱘ 㭘ˈ 㽕ヺ 4.3“㸼䴶⢊ ”ⱘ㽕∖ ⬹ϡ䅵Ǆ4.3 㸼䴶⢊4.3.1 Н䕏㔎䱋˖ ǃ Ҏ⇻ Ⲃǃ ⮩ǃ䔻⮩ǃ Ӹǃ≳ῑㄝǄ㔎䱋˖㺖㒍ǃ ǃ ⷖǃễ㾦 ϡ䍙䖛㸼l㾘 Ϩ㔎䱋䴶⿃ϡ䍙䖛䴶⿃5ˁⱘ䕏㔎䱋Ǆ㔎䱋⏅ ˖Ңѻ ⱘ㸼䴶⌟䞣㔎䱋ⱘ⏅ Ǆ4.3.2 ϡ 㔎䱋ϡ䍙䖛㸼1㾘 ⱘ䕏㔎䱋 ϡ Ǆ4.3.3 㔎䱋ⱘ ⧚Ѣ㔎䱋ϡㅵ 䞣䞛⫼ ⺼ ⛞ ⱘ ⊩䖯㸠 ⧚ˈ Ѣ⏅ ϡ䍙䖛4.2 䋳㾘 ⱘ㔎䱋 Ͼ㸼䴶䖯㸠⺼ ⧚ǄѢ䞛⫼⛞ ⺼ ⧚ⱘ㔎䱋ˈ Н 㭘䍙䖛0.3mm ˈ ⺼ ⧚䴶⿃ϡ 䍙䖛䴶⿃ⱘ2ˁǄ4.3.4 ⺼ ⧚Ѣ⏅ ↨4.2 㾘 ⱘ ˈ Н 㭘ϡ 䍙䖛7ˁ 3mmˈѠ㗙㗙Ǆ↣ϔ ⣀ ⺼ ϡ 䍙䖛0.25m2Ǆ⺼䰸㔎䱋ˈ 䞛⫼⺕㉝ Ӹ ⏫䗣 Ӹⱘ ⊩偠䆕㔎䱋 ⍜䰸Ǆ ⺼ ⒥䖛 Ǆ4.3.5 ⛞ ⧚Ѣϡ㛑⍜䰸ⱘ 䚼㔎䱋ˈ 䞛⫼⇨ ˋ ⺼䱣䖯㸠㸹⛞ⱘ ⊩ ⧚ˈ ⛞ 䞛⫼㠍㑻⼒䅸 ⱘ 㡎Ǆӏԩ⣀ゟ⛞ ⱘ䴶⿃ϡ 䍙䖛0.125m2Ǆ⛞ ↡ ⱘ 㭘ϡ 䍙䖛 Н ⱘ80ˁǄ㸹⛞ Ў 䘧⛞ˈ㸹⛞ ⺼ ⒥䖛 Ϣ↡ 㸼䴶唤 Ǆ 䗮䖛䍙 ⊶ǃ⺕㉝ ⏫䗣 Ӹㄝ ⊩偠䆕㔎䱋㹿 ⍜䰸Ǆ4.3.6 Ҫ㔎䱋4.3.6.1100%15%5%2% 㸼䴶⿃N+0.1 0.2 0.43 t<8mmN 0.2 0.3 014N.0.1 0.2 0.4N-0.2 0.1 0.2 0.4N-0.3 0.0 0.2 0.4 8 t<25mmN+0.2 0.3 0.5N+0.1 0.3 0.4 0.5N 0.3 0.5N.0.1 0.2 0_3 0.5N.0.2 0.1 0.3 0.5N.0.3 0.0 0-3 0.5 25 t<40mmN+O.3 0.4 0.6N+0.2 0.4 0.5 0.6N+0.1 0.4 0.6N 0.3 0.4 0.6N.0.1 0.2 0-4 0.6N.0.2 0.1 0.4 0.6N.0.3 0.0 0.4 0.6N+0.5 0.5 0.840 t<80mmN+0.4 0.5 0.7 0.8N+0.3 0.5 0.6 0.8N+0.2 0.5 0.8N+0.1 0.4 0.5 0.8N 0.3 0.5 0.8N.0.1 0.2 0.5 0.8N.0.2 0.1 0.5 0.8N.0.3 0.0 0.5 0.8 80 t<150mmN+0.6 0.6 0.9N+0.5 0.6 0.8 0.9N+0 4 0.6 0.7 0.9N+0.3 0.6 0.9N+0.2 0.5 0.6 0.9N+0.1 0-4 0.6 0.9N 0.3 0.6 0.9N.0.1 0.2 0.6 0.9N.0.2 0.1 0.6 0.9N.0.3 0.0 0.6 0.9 N- Н㸼1 䆌ϡќ ⧚ⱘ䕏㔎䱋䰤䩶 ⷨお ⱘ ˈϹ䞡ⱘ 䞛⫼ 䚼 ⱘ ⊩䖯㸠 ⧚. 䆌䞛⫼ ⊩ ⧚ⱘ ϟ˖㠍 ⬆ Ѹ T 䖲 ⫼ Ў1600mm ˗㠍 ǃ ⬆ ҪЏ㽕 ӊ⫼ Ў800mm ˗ Ҫ ӊ⫼ Ў300mm.䚼䰤䴶⿃䞛⫼䫆䰸 ˋ ⺼䱣 ⛞㸹ⱘ ⊩ ⧚ˈ㾕 a. 䚼䰤䴶⿃䴴䖥䩶㸼䴶 ˈ b ⼎ ⧚.㾘㾕4.3.5.4.3.6.2⛞ 亲⑙ҹϟ䩶 ⱘ⛞ 亲⑙ 䞛⫼ ⺼ⱘ ⊩ ⍜䰸˖㠍 ˗䴆 ⬆ ˗ 䋻㠅˗⎵∈㠅佂∈㠅˗⍺⒥⊍ǃ⎆ ⊍㠅㠅Ǆ5. 5.1⇨䖍㓬ⱘ䇃 (u)ǃ Ⳉ䇃 ǃ㉫㊭䇃 (R)(㾕 )⒵䎇 ϟ㽕∖˖Ẅ⇨ ˖⇨ ˖㞾⬅ッ(䴲⛞ ッ) ӊ˖䰤䰤 a İ20mm u=0.6mm u=1.2mm u=1.5mm u=1.5mmR=1001.tm R=100mR=150m R=300mҪa>20mm u=0.75mm u=1.5mm u=1.5mm u=1.5mmR=100gm R=150m R=300m R=500m⇨ ˖⛞㓱䖍㓬䰤ӊu=1.5mm u=1.5mmR=400μm R=800μm*Ҫu=1.5mm u=1.5mmR=800μm R=1500μm*⬅ ⶽ䗴 ⱘ䴲䫟 Ӹ⮩ϡ Ѣ3mmˈ Ѣ3mm ⫼ ⺼ⱘ ⊩⍜䰸 Ǆ*˖䰸䴲⛞ 㡎㽕∖ ⱘ䇃 Ǆ5.2 ㄝ⾏䖍㓬ⱘ䇃 (u)ǃ Ⳉ䇃 ǃ㉫㊭䇃 (R) ⒵䎇ҹϟ㽕∖˖Ẅㄝ⾏䰤a.İ20mm u=1.0mm u=1.5mmR=100m R=150μma>20mm u=0.75mm u=1.5mmR=100m R=150mㄝ⾏ ⱘ䇃㒣Ⳍ 㠍㑻⼒ Ǆ5.3 ▔䖍㓬ⱘ䇃 ǃ Ⳉ䇃 ǃ㉫㊭䇃 ⱘ 㣗㽕∖ 㒣Ⳍ 㠍㑻⼒ⱘ Ǆ6. ԰ ㊒6.1 䖍㒉 ӊ 䖍㙬 (㾕㸼6.1)˗6.2 㒘 (㾕㸼6.2)˗6.3 ῑ 㠅 (㾕㸼3.3)˗6.4 ǃ㙬 (㾕㸼6.4)˗6.5 㸼䴶㒓 ⛁⏽ (㾕㸼6.5)˗6.6 ↉㺙䜡(㾕㸼6.6)˗6.7 ⡍⅞ 㺙䜡(㾕㸼6.7)˗6.8 (㾕㸼6.8 6.9)˗6.9 㙟偼䯈 ⱘ (㾕㸼6.10)˗6.10 㙟偼ⱘ ⱘ (㾕㸼6.11)Ǆ7.䗴㠍㠍ԧ㒧 ӊ ⱘ䋼䞣㾕㸼7.1ǃ7.2 7.3Ǆ Ѣ ϟ䳔⡍⅞⊼ ⱘ ˈ㠍㑻⼒ ϹḐⱘ 䗴㽕∖ˈ՟ ˖催䲚Ё ˗Ѣѻ⫳⮆ ⱘ ˗䆒䅵 ↉䖲 ˗催䩶 Ǆ8.䆺㒚⛞ 㽕∖8.1 ⛞㓱 121 (㾕㸼8.1ǃ8.2)˗8.2 㾦 ⛞⛞㓱 (㾕㸼8.3ǃ8.4)˗8.3 ǃ㾦 ⛞⛞㓱 ⢊(㾕㸼8.5)˗8.4 ⛞ǃ ⛞ 䭓 ⛞(㾕㸼8.6)˗8.5 ⛞㓱䯈䎱(㾕㸼8.7)˗8.6 㞾 ⛞(㾕㸼8.8).9. ⧚9.1 䫭 ⧚ˈ㾕㸼9.1㟇9.3˖9.2 ⛞㓱 ⧚ˈ㾕㸼9.4ǃ9.5˖9.3 㾦 ⛞㓱 121 ⧚ˈ㾕㸼9.6㟇9.8˖9.4 ǃ㾦 ⛞㓱 ⧚ˈ㾕㸼9.9˗9.5 ⧚⛞㓱䯈䎱ˈ㾕㸼9.10˖9.6 䫭䇃 ⧚ˈ㾕㸼9.11˖9.7 ⧚ˈ㾕㸼9.12˗9.8 ⛞㓱㸼䴶 ⧚ˈ㾕㸼9.13.㸼6.1 䖍㒉 ӊ 㙬䆺䰤 ⊼±3±5±3mm±5mm aⱘ↣100mm±10mm±25mm↣10m㸼6.2㒘±1.5mm±3mm aⱘ↣100mmd 3+a/100mm a 5+a/100mm±5mm±8mm Џ㽕 ӊ䯈↣ϔ䯈䎱㸼6.3ῑ 㠅Rı3tmm Փ⫼䗖㾦 ⛞ ⱘ±3mm±6mm±3mm±6mm±3mm±6mmh:±2..5mm h:±5mmϡϢ Ҫ㠅P: ±6mm P: ±9mmϡϢ Ҫ㠅P:±2mm P:±3mm 㸼6.4 ǃ㙬4mm6mm±D/200mmmax.+5mm±D/150mmmax.7.5mma t/2mm max.8mmqq30TH=15mmD=25mmF=15mm+5mm-5mm+10mm-5mm±5mm 㸼6.5⛁ ∈ԢѢ650ć⛁ ぎ ԢѢ900ćӴ㒳㡎TMCP⛁ ぎ䱣 ∈ԢѢ900ć(∈ 䍋 ⏽ԢѢ500ć)TMCP TMCP ⛁ ҙ∈ ぎ ⛁ ҙ∈ ぎԢѢ1000ćԢѢ900ć⊼˖(%)1556CuNi V Mo Cr Mn C Ceq㸼6.6 ↉㺙䜡乍Ⳃ 䰤 ⊼ 㺙䜡䭓ℷ䚼 ӊ䇃 ±2.5mm±10mm±5m5mm±5mm±20mm±10mm10mm㺙䜡䭓ℷ偼䚼 ӊⱘ䇃 ±2.5mm±10mm±10mm5mm±5mm±20mm±15mm10mm⊓ 㒓䭓⌟䞣ゟԧ ↉㺙䜡ℷ䚼 ӊⱘ䇃Ϟϟ 䯈 ±2.5mm±10mm±5mm5mm±10mm±5mm±5mm±20mm±10mm10mm±20mm±10mm䴶ゟԧ ↉㺙䜡䭓ℷ䚼 ӊ䇃Ϟϟ 䯈䇃 ±2.5mm±10mm±10mm5mm±15mm±7mm±5mm±20mm±15mm10mm±25mm±15mm⊓ 㒓䭓⌟䞣㸼6.7 ⡍⅞ 㺙䜡乍Ⳃ 䰤 ⊼Ϟϟ㠉䕈䯈䎱±5mm ±10mm䕈↖ 㓬Ϣ 㠅䎱⾏±5mm ±10mmḚ 㺙䜡ⱘ 5mm 10mm㠉Ϣ䕈Ё 㒓ⱘ䇃 4mm 8mm㠉 6 mm10mmЏ 乊 Ⳉ 5 mm10mmЏ 乊䭓 ±4 mm 6mm䆺䰤 ⊼䭓±50mmⳌ 啭偼㒓㾖˄↣100m˅ϸⳌ䚏㠅䯈ⱘ䎱⾏±15mmԧ㖬䍋±30mmԧ㖬䍋±20mm㠍Ё 䚼催±15mm乍Ⳃ 䰤 ⊼㒓䯈䭓 ±50↣100m 䗖⫼Ѣ㠍䭓100m ҹϞⱘ㠍㠊ǄЎ⌟䞣 ⫼啭偼Ϣ㠍䴶䖲㟇佪㒓䎱⾏ҷЎ⌟䞣䕈↖ 㓬ϢЏ 䯈ⱘ䭓±25mm㠍Ё ±15mm䗖⫼ѢϞ⬆ ⌟䞣15m ҹϞⱘ㠍㠊Ǆ㠍Ё ⏅±10mm 䗖⫼Ѣ㠍⏅10m ҹϞⱘ㠍㠊㸼6.11 㙟偼ⱘ ⱘ乍Ⳃ䰤⊼㸠䚼±2/1000mm ±3/1000mm佪ǃ 䚼±3ˋ1000mm ±4/1000mm⬆ (ϡ ῾ ⬆ ) 乊±3/1000mm±4/1000mm㠅±4/1000mm±5/1000mm῾ 䯈䎱ⱘ⌟䞣( l =3m)Ҫ±5/1000mm ±6/1000mml =㙟偼䯈䎱˄ l =3mm ˅䆺䰤⊼⛞ⱘⳈ㒓0.15t ˈ ӊa 0.2t ˈ Ҫa 3.0mm㾦⛞ⱘⳈ㒓a) 催䩶ӊa t 1ˋ3 Ё㒓⌟䞣a 1 (5t 1—3t 2)ˋ6ҹḍ䚼㒓⌟䞣b) Ҫa t 1ˋ2ҹ Ё㒓⌟䞣a (2t 1ϔt 2)ˋ2ҹḍ䚼㒓⌟䞣 t 3 Ѣt 1ˈ ⫼t 3ҷ t 1㾦⛞ⱘⳈ㒓a) 催䩶 ӊa t 1ˋ3ҹḍЁ㒓⌟䞣b) Ҫa1 t l ˋ2ҹḍ䚼㒓⌟䞣䆺䰤 ⊼T 㒉 ӊ䴶 ⱘⳈ㒓ӊa=8.0mmT 㒉 ӊ䴶 ⱘⳈ㒓Џ㽕 ӊa 0.15t䴲Џ㽕 ӊ3.0mma 0.20tⱘⳈ㒓d L/50㙬 ˋ 㙟Ϣ 䯈ⱘ䎱⾏a 2.0mm3mm⛞ⱘⳈ㒓a 2.0mm䆺䰤 ⊼῾ṕϢ㙟偼П䯈ⱘ䯈䱭A 2.0mmԡ㕂d 75 mm䯈䱭s 2.0mm㸼8.1 ⛞ ˄ ⛞˅䆺䰤⊼t 5mm G=3㾕⊼1䖍t ˚5mm G 3mm R 3mm ș=50°-70°㾕⊼1䖍t ˚19mm G 3mm R 3mm ș=50°-70°㾕⊼1䴶V ˄ ˅G 3mm R 3mm ș=50°-70°㾕⊼1䴶V ˄ϡ ⿄˅G 3mm R 3mm 6 h t/3mm ș=50°a=90°㾕⊼1⊼1˖Ⳍ ⱘ⛞ 㡎㒣㠍㑻⼒䅸 ˈѺ 䞛⫼ϡ ⱘ ˗䰸 ⛞ ⱘ⛞ 㡎ˈ㾕3.2 ⛞ 㡎䆘 Ǆ8.2 ⛞ ˄ ⛞˅䆺䰤⊼G=3—9mm ș=30°-45°㾕⊼1G 3mm ș=50°-70°R 3mm㾕⊼1⊼1˖Ⳍ ⱘ⛞ 㡎㒣㠍㑻⼒䅸 ˈѺ 䞛⫼ϡ ⱘ ˗䰸 ⛞ ⱘ⛞ 㡎ˈ㾕3.2 ⛞ 㡎䆘 Ǆ㸼8.3 㾦 ⛞ ˄ ⛞˅䆺䰤⊼T 㾦G 2mm㾕⊼1㾦㾦Į=50°-70°ȕ=70°-90°G 2mm㾕⊼1∌Й ⱘ 䴶㾦G 4-6mm ș=30°-45°ϡ ⫼Ѣ ӊ㾕⊼1䖍 T 㾦G 3mm R 3mm ș=50°㾕⊼1⊼1˖Ⳍ ⱘ⛞ 㡎㒣㠍㑻⼒䅸 ˈѺ 䞛⫼ϡ ⱘ ˗䰸 ⛞ ⱘ⛞ 㡎ˈ㾕3.2 ⛞ 㡎䆘 Ǆ㸼8.4 㾦 ˄ ⛞˅䆺䰤⊼䴶J 㾦G=2.5—4mm r=12-15 mm R=3 mm ș 35°㾕⊼1⿄䴶㾦t ˚19mm G 3 mm R 3 mm ș 50°㾕⊼1ϡ ⿄䴶㾦t ˚19G 3mm R 3mm㾕⊼1⿄䴶J 㾦G=2.5—4mm R 3 mm r=12-15 mm ș 35°㾕⊼1⊼1˖Ⳍ ⱘ⛞ 㡎㒣㠍㑻⼒䅸 ˈѺ 䞛⫼ϡ ⱘ ˗䰸 ⛞ ⱘ⛞ 㡎ˈ㾕3.2 ⛞ 㡎䆘 Ǆ䆺䰤⊼⛞㓱⛞㛮㾦ș 60°h 0.2R催h:6mm⛞ 䖍D=0mm 0.5mm㾦 ⛞㛮S=⛞㛮A=⛞S 0.9S d A 0.9a dѢⷁ⛞㓱䭓Sd:䆒䅵S a d ˖䆒䅵a㾦⛞⛞㾦㾦ș 90°䲚Ё ⮆ 㠍㑻⼒㽕∖ ⱘ㾦㾦⛞㓱䖍D=0mm 0.5mm䆺䰤⊼㾦⛞B=2t 2+25䖍 ⛞㾦⛞㓱b 2t 2+25㠍㑻⼒ ⱘ ԡ㕂⛞t 12mm 12˘t 25mm 60mm 6mm 40°-50°12mm 80mm 0.5tmm 30°tmm1R șG L˚l䭓 ⛞t 12mm t ˚12mm20mm 80mm 2tmm 100mmG l L2l-3lmax.250mm㸼8.7⛞㓱䯈䆺䰤 ⊼䎼⛞㓱for r 30mmd 5mmϸ ⛞㓱䯈ⱘ䎱⾏d 0mm㾦 ⛞㓱䯈䎱⾏d 10mmѢ⛞㓱䯈䎱⾏d 30mmѢ㠁䚼150mmd 300mm㸼8.8㞾 ⛞䆺䰤 ⊼ ⛞˄SAW˅0 G 0.8mm G 5mm✻㸼8.1 8.2SAW ✻㠍㑻⼒䅸 ⱘWPS㾕⊼1㸼9.1 䫭 ⱘ ⧚䆺⊼⛞㓱䫭ӊa ˚0.15t 1 a ˚3mm 䇗 ҪA ˚0.2t 1 a ˚3mm㾦⛞㓱䫭a)ӊ 催䩶t1/3˘a t 1/2-䗮催10%⛞ a ˚t 1/2- 㟇 50a 㣗䇗 b)Ҫa ˚t 1/2- 㟇 30a 㣗䇗t 3 Ѣt 1,⫼t 3ҷ t 1T 㒉 ӊ䴶0.04b ˘a 0.08b Ў8mm ⱘ⺼䕀㾦ˈ 䎱⾏L=3a ⱘ㣗 ⒥䖛⏵Ǆa ˚0.08b 8mm ˈ L=50a 㣗䇗 ǄT ǃL 㾦䩶ǃ⧗ 䩶催䇃3mm ˘a 6mm ⛞㸹˗ a ˚6mm ˈЏ㽕 ӊ L=50a ˈ Ҫ㒧 L=30a 㣗䇗 Ǆ2mm ˘a 5mm ˈ㸹⛞⛞㾦ⱘ䭓 Ϣ䯈䱭䭓 Ⳍ ˈa ˚5mm ˈ ӊ 䞡㸼9.2 ϡ ⧚䆺⧚⊼2mm ˘a 5mm ˈ ⱘ⛞㛮䭓 Ϣ ⱘ䯈䱭䭓 Ⳍ5mm ˘a 10mm ˈ 30~40°ⱘ㾦 ⛞㙬 / 㙟Ϣ 䯈ⱘ䯈䱭a ˚10mm ˈ 䯈䱭㟇50mmb=(2t+25)mm,min.50mm῾ṕϢ㙟偼䯈䯈䱭A ˚2mm, 㜅䇗㸼9.3ϡ ⧚䆺⧚⊼ԡ㕂d ˘75mm ˈ㝍 Ϣ 䗮ˈ ǄϞϞ2mm ˘S 5mm ˈ Ѣ2mm ⱘ Ϣ⛞㛮䭓Ⳍ ⱘ䯈䱭5mm ˘S 10mm ˈ 䚼㾦 ⛞䯈䱭S ˚10mm ˈ 䚼㺙Ϣ 䚼Ⳍ 催 ⱘ20mm b 50mm㸼9.4 ⛞ ⧚˄ ⛞˅䆺 ⧚ ⊼ ˄ϡ ˅ Gİ10mm 45e㾦ˈ ⛞G˚10mm ˈ㚠䴶 ˈ㚠䴶ῑˈ ⛞˗ ˈ㚠䴶 ῑˈ⛞˗300mm ⱘ䴶⿄䴶⿄䴶Vϡ ⿄䴶V3mm˘Gİ3t/2˄ 25mm˅ ˈϔջ ϸջ ⛞ˈ 㸹䯈䱭ˈ 䳔㽕㛑Փ⫼ t/2ⱘ㚠 ˈ Փ⫼㚠 ˈ㚠 ⛞ 䫆䰸ˈ⛞㓱㚠䴶 ῑ ⛞ǄG˚25mm 3t/2 ˈ Ў300mm ⱘ ˈ⛞ ԡǄ㸼9.5 ⛞ ⧚˄ ⛞˅䆺 ⧚ ⊼ 䴶V ˈ ⛞Gİ25m Gİt/2 ˈ ϔ䖍ϸ䖍⛞ ˈ ⺼ ˈ ⛞ˈ⛞ 䫆 ˈ 㚠䴶 ῑ ⛞ǄG˚25mm ˈ 300mmⱘ Ǆ䴶 ⛞ˈ 䴶V䴶V ⛞3˘Gİ3t/2˄ 25mm˅ ˈⱘ 䴶䴶⛞ ⛞ 㸹䯈䱭ˈ䳔㽕Փ⫼ t/2ⱘ Ǆ䞛⫼ ˈ⛞ 䫆䰸 ˈ 㚠䴶ῑ ⛞ǄG˚25mm t/2 ˈ 㟇 300mmⱘ ⛞ ԡ㸼9.6 ⛞ ⧚˄ ⛞˅䆺⧚⊼2mm ˘G İ5mm ˈ⛞㛮䭓㟇㾘㣗㽕∖䭓+˄G-2˅5mm ˘G İ16mm ˈ 30~45e ϡ ˈ ⺼䴶 ⛞⛞ ǄT 㾦G ˚16mm G ˚1.5t 㟇 300mm ⱘ⧚t 2İt İt 1G İ2mma=5mm+㾦⛞㓱⛞㛮䭓ϡ ⫼Ѣ㺙䋻 ⳈѢ ⱘ Ǆ㸼9.7 㾦 ⛞ ⧚˄ ⛞˅䆺⧚⊼3mm ˘G İ5mm ⛞5mm ˘G İ16mm ϡ ⛞ˈ Փ⫼ ˈ⛞ 䫆䰸ˈ 㚠䴶 ῑ ⛞ Ǆ䴶T 㾦G ˚16mm ˈ 㟇 300mm ⱘ Ǆ㸼9.8 㾦⛞ ⧚˄ ⛞˅䆺 ⧚ ⊼ 䴶J 㾦䴶T 㾦䴶⿄ T 㾦䴶ϡ ⿄T 㾦⿄䴶J 㾦3mm˘Gİ16mm ˈՓ⫼䱊⫋Ҫ䅸 ԰ ⛞ˈ⛞ 䫆䰸ˈ㚠䴶 ῑ ⛞ Ǆ˚16mm ˈ 㟇 Ў300ⱘ Ǆ㸼9.9 㾦 ⧚˄ ⛞˅䆺⧚⊼㾦⛞㓱⛞㛮䭓㸹⛞ ⛞㛮 ⛞㾦⛞㓱䎒㾦©˚90e ˈ 㽕⺼ ⛞ ˈՓП©˘90eǄ㾦⛞㓱䎒㾦©˚90e ˈ 㽕⺼ ⛞ ˈՓП©˘90eǄ⛞ 䖍㾦⛞㓱䖍0.5˘D İ1mm, ҙЎ 䚼䖍ˈ ⺼ ⒥ǄD ˚1mm ˈ 䖍㸹⛞ ⒵Ǆ催䩶䙓 ⷁѢ50mm ⱘⷁ⛞㓱Ǆ⺼㒍䏃㸠ѢЏ Ǆ㸼9.10 ⧚⛞㓱䯈ⱘ䎱⾏䆺 ⧚ ⊼⛞㓱Ϟ㟇 ϔ⛞㓱䯈⺼ ⒥㸼9.11䫭䇃 ⱘ ⧚䆺⧚⊼D ˘200mm ⱘ䫭䇃ӊˈ Ⳉ 75mm ˈ 㺙ぱ ⛞ Ǆ©=40°-50°G=4-6mm 1/2t İt 1İt 2l =50mmѢ300mm, ǄҪ ӊˈ Ѣ300mm ˈ 䩶 ⛞䩶t 1=t 2 L =50mm,minӊѢ300mm , 䩶D ˚200mm ⱘ䫭䇃Ҫ ӊˈ Ѣ300mm ˈ 䩶 ⛞䩶t 1=t 2 L =50mm,min⛞ 㾦⛞Ǆ催䲚Ё ⮆ ˈ㺙ぱ ˈ 㒣㠍㑻⼒䅸 Ǆ㸼9.12 ⧚䆺 ⧚ ⊼ ⧚L=300B=300mmR=5tmm 100mm˄1˅ 佪 ⛞˄2˅ ⛞㓱䫆䰸ˈ 㟇⛞ 100mmǄ⧚㒘⛞ 乎˄1˅ė˄2˅ė˄3˅ė˄4˅㝍 ⛞ⱘ ϔ䘧⛞⒵Ǆ9.13⛞㓱㸼䴶䆺⧚⊼⛞ 亲⑙1. 㾖 ⱘ亲⑙ˈ⫼ 䫸亲⑙䫆䰸2. ⷖ 㾖㟇ⱘ亲⑙a)⫼ 䫸䫆䰸b) ⫼ 䫸ㄝϡ 䫆䰸ⱘ亲⑙ 㾦⺼䩱㾦⧚䆎Ϟˈ⛞ Ў䴲⺼䴶Ǆ⛞㓱ϡ㸼䴶ϡ 䍙䖛3mm ˈ ⺼㟇 Ѣ3mm⧚ ḋ䗖⫼Ѣ㾦⛞㓱䍋⺼ ⹀B䚼 ⦄ 㠍㠊ⱘ ⧚䋼䞣Ⳃ1. 㣗2. ⧚ ⧚Ҏ ⱘϔ㠀㽕∖3. Ҏ 䌘Ḑ3.1 ⛞ 䌘Ḑ3.2 ⛞ 㡎䆘3.3 NDE ԰Ҏ 䌘Ḑ4.4.1 ⱘϔ㠀㽕∖4.2 ㄝ㑻ⱘㄝ5.⛞ ⱘϔ㠀㽕∖5.1 㠍ԧ㒧䩶⛞ ⱘⳌ5.2 乘⛁ ➹ⱘϔ㠀㽕∖5.3 㠍㠊ⓖ⍂⢊ ∈㒓ҹϟ㠍ԧ ⊩⛞6. ⧚䋼䞣6.1 ⛞ ϔ㠀㽕∖6.2 ⱘ6.3 Ϟ6.4 䚼 ӊˋ ⱘ6.5 䚼 ӊˋ ⱘ ϔ㾦䩶ˋ⧗ 䩶ⱘ䖛⏵6.6 ッ䚼6.7 ⚍㜤㱔ⱘ⛞6.8 㺖㒍ⱘ⛞ ⧚6.9 㸼䴶㺖㒍ⱘ ⺼㗗 ⤂˖1.IACS“ 䋻㠍㠍ԧ㒧 Ẕ偠ǃ䆘Ԅ ⧚ ӊ”2.TSCF“ ⊍㠍㒧 Ẕ 㓈 ”3.TSCF“⊍㠍㒧 Ẕ ⢊ 䆘Ԅ ”4.IACS UR W11“ 䗮催㠍ԧ㒧䩶”5.IACS UR W13“䩶䩶ⱘ䆌⫼ 䋳 ”6.IACS UR W17“ 䗮催㠍ԧ㒧䩶⛞ 䅸 ”7.IACS UR Z10.1“⊍㠍㠍ԧẔ偠” UR Z10.2“ 䋻㠍㠍ԧẔ偠”㸼ČČ8.IACS UR Z13“㟾㸠Ё ⧚ 㓈 ”9.IACS 㤤 No.12“⛁䔻䩶䩶㸼䴶䋼䞣㽕∖ ”10. IACS 㤤 No.20“㠍ԧ⛞㓱Ẕ ”1.㣗1.1 䆹 Ў㠍ԧ㒧 ⧚䋼䞣 կ Ǆ ⦄ 㠍㠊∌Й ⧚ⱘ㽕∖Ǆ䖭ѯ ϔ㠀䗖⫼Ѣ˖ϔ 㾘㠍ϔ㠍㑻⼒㾘㣗䗖⫼ⱘ㠍ԧ䚼ϔ 䗮催㠍ԧ㒧䩶䗴ⱘ㠍ԧ㒧ӏԩ ϟՓ⫼ 㒣㠍㑻⼒ Ǆ䆹 ϔ㠀ϡ䗖⫼Ѣϟ䗄 ⧚˖ϔ⡍⾡㠍㠊ˈ՟ ⇨ԧ㠍ϔ⫼ϡ䫜䩶 Ҫ⾡㉏ㄝ㑻䩶 ⱘ㒧1.2 њ ⱘ ⧚ ⊩ 䖭ѯ ⧚Ё 䞡㽕䚼 ⱘ ⧚䋼䞣 կњ Ǆ䰸 Ё 䇈 ˈҹϟ 㡎∈ Ϟ 䗖⫼Ѣ 㾘䆒䅵ⱘЏ㽕㒧䴲Џ㽕㒧 Ǆ✊㗠ˈ Ѣ㠍ԧⱘЈ⬠ 催 ЎϹḐⱘ ˈ ⾡ϟ 㒣㠍㑻⼒ Ǆ䆘Ӌ㠍ԧ㒧㒧 ӊⱘЈ⬠ ˈ䇋㾕㗗 ⤂lǃ2ǃ3Ǆ1.3 Ѣ⬅Ѣ ϡ䎇 ԧ䆒䅵ϡ 䍋ⱘ ⱘ ⧚ˈՓП㒧䖒 ⱘ ˈϡ 㛑 ∌Й ⧚Ǆ䖭⾡⢊ ϟˈ䳔㽕 ⱘ 㛑䍙䆒䅵, Ё ϡ 䖭ḋⱘ 䖯ˈԚ 㗗㗗 ⤂1ǃ2ǃ3Ǆ2.ϔ㠀 ϟˈ 㑻㠍ⱘ㠍ԧ㒧㽕䖯㸠 ⧚ ˈ ⧚ ԰ 㠍㑻⼒偠㠍 ⲥⴷϟ䖯㸠ˈ ⧚ ԰ Ǆ2.2 ⧚ ԰ ✻㠍㑻⼒ⱘ㽕∖ ⱘ㾘 ⬅ ǃ ⧚ 䆕㛑䖯㸠㠍ԧ ⧚ 㛑䆕䋼䞣ⱘҎ 䖯㸠Ǆ2.3 ⧚ 㛑 Ѣ ⧚ⱘ ԰ ӊϟ䖯㸠ˈ Ѣ 䖒ˈ 㛮 ǃ✻ 䗮亢ⱘ㾘 ˈ⛞ ԰Ϯ 㛑䒆䙓亢䲼䲾ⱘ ӊϟ䖯㸠Ǆ2.4 㠍ԧ㒧 ⱘ⛞ ⬅ 䌘Ḑⱘ⛞ ˈ ✻䅸 ⱘ㒣ㅒ ⱘ⛞ ⿟䖯㸠ˈ Փ⫼⬅㠍㑻⼒䅸 ⱘ⛞ ˈ㾕㄀3㡖Ǆ⛞ ԰ ⧚ ⱘⲥⴷϟ䖯㸠Ǆ2.5 㢹㟾㸠Ё㽕䖯㸠㛑㠍㑻ⱘ㠍ԧ ⧚ˈ ⧚ ⧚ⱘ 䯈 ⧚⿟ ˈ ⧚㣗 ⧚乎 ˈ Ѹ㠍㑻⼒偠㠍 Ǆ㾕㗗 ⤂8Ǆ3.Ҏ 䌘Ḑ3.1 ⛞ 䌘Ḑ3.1.1 ⛞ 㠍㑻⼒ⱘ⿟䅸 ⱘ 䰙 ˈ EN287ˈIS09606ˈASME IX㡖ˈANSIˋAWS D1.1㗗ḌǄ Ҫ Ѹ㠍㑻⼒䆘 Ǆ ⧚ ⛞ 䌘Ḑ䆄 ˈϨ㛑㽕∖ կ ⱘ䅸䆩偠䆕кǄ3.1.2 Փ⫼ Ẅ䖯㸠㞾⿟ ⛞ ⱘ ԰Ҏ ˈ 䖭ѯ ԰Ҏ ⛞⛞㓱㛑䖒㽕∖ⱘ䋼䞣ˈϔ㠀ϡ䳔㽕㒣䖛䅸䆩偠Ǆ✊㗠ˈ ԰Ҏ 䆒㺙⿟ ԰ 䴶ⱘ䎇䆁ˈ 䆁䆄 ѻ 䆩偠㒧 ⬭ ↣Ͼ ԰Ҏ ⱘḜ 䆄 ЁˈϨ 䳔㽕 կ㠍㑻⼒Ẕ .3.2 ⛞ ⿟䆘⛞ ⿟ ✻㠍㑻⼒ⱘ⿟䅸 ⱘ 䰙 ˈ EN288ǃ IS09956ǃASMEIX 㡖ǃANSIˋAWSDl.1䖯㸠䆘 . Ҫ Ѹ㠍㑻⼒䆘 .⛞ ⿟ ⛞ ⿟䆘䆄 ԰Ў ӊˈ 䇈 к ⛞ 䖛⿟ǃ⛞ ǃ⛞㓱 ǃ El ǃ⛞ ⛞ ԡ㕂Ǆ3.3 NDE ԰Ҏ ⱘ䌘Ḑ3.3.1 Ңџ䆘Ӌ ⱘ⛞㓱 ⧚䋼䞣ⱘ ӸҎ ˈ ヺ ⒵䎇㠍㑻⼒㾘㣗䅸 ⱘ ǃ 䰙 ⱘ䌘Ḑ㽕∖Ǆ ԰Ҏ ⱘ䆄䆕к կ偠㠍 Ẕ Ǆ4.4.1 ⱘϔ㠀㽕∖4.1.1 ⧚ Փ⫼ ⱘ㽕∖ϔ㠀Ϣ㠍㑻⼒㾘㣗Ё 䗴㠍ⱘ 㽕∖Ⳍ ˈ( 㗗 ⤂5)Ǆ4.1.2 ⱘ ϔ㠀 Ϣ 䅸 ⱘㄝ㑻Ⳍ Ǆ԰Ў 䗝 Ḝˈ㠍㑻⼒г ヺ䅸 ⱘ 䰙 ⱘ ㄝ㑻ˈԚ䖭ѯ Ϣ ⫼ ㄝ㑻㽕∖ㄝ㒣㠍㑻⼒ Ǆ4.2㡖Ёⱘϔ㠀㽕∖ 䗖⫼Ѣ䆘Ԅ䩶ㄝ㑻ⱘㄝ Ǆ4.1.3 䰸䴲㒣㠍㑻⼒⡍ ˈ ϡ ҹԢ 䩶㕂催䩶Ǆ4.1.4 䗮催㠍㒧䩶 ⬅㠍㑻⼒䅸 ⱘ ✻կ䋻㉏ㄝ㑻⫳ѻǄ4.1.5 ⧚Ё Փ⫼ⱘ ⬅㠍㑻⼒ ✻㾘㣗Ё 䗴㠍ⱘ⿟㽕∖䖯㸠䆕Ǆ ⡍⅞⢊ ϟ ϔ㠀䰤Ѣ 䞣ⱘ ˈ ҹḍ Ҫ ⱘ偠䆕 ⡍ ⱘ⿟ ќҹ Ǆ䖭⾡⿟ ḍ ↣⃵ 㒣㠍㑻⼒ Ǆ4.2 ㄝ㑻ⱘㄝ4.2.1 ㄝ㑻ㄝ䆘㟇 ϟ䗄䴶ⱘ ˖ϔ⛁ ⧚ˋѸ䋻⢊ϔϔ Ẅ 㛑ϔ4.2.2 㸼4.1ⱘϔ㠀㽕∖䗖⫼Ѣ䆘 50mmҹ ˈㄝ㑻 E40ⱘ 䗮催㠍ԧ㒧䩶ⱘㄝ Ǆ4.2.3 㸼4.2Ё㒭 њϔѯ䅸ㄝ Ѣ㠍㑻⼒㾘㣗Ё㾘 ⱘ㠍ԧ㒧䩶ㄝ㑻ⱘ䩶ㄝ㑻䗝 Ǆ5.⛞ ⱘϔ㠀㽕∖5.1 ⛞ Ϣ㠍ԧ㒧䩶ⱘⳌ5.1.1 ϡ ㄝ㑻ⱘ㠍ԧ㒧䩶 IACS UR W17(㾕㗗 ⤂5)䗝 ⛞ Ǆ5.2 乘⛁ ➹ⱘϔ㠀㽕∖5.2.1 ḍ ⱘ ˈ⛞ 䖛⿟⿟ ˈ ⱘ㑺⿟䳔㽕乘⛁Ǆ5.2.2 ⦃ ⏽ ԢѢ0ć ˈ乘⛁⏽ 㟇 Ў5ćˈ ⢊ ϟ⛞ 䆕 ➹Ǆ5.2.3 㸼5.1Ё㒭催䩶 Ԣ乘⛁⏽ ⱘ 䆂Ǆ Ѣ㞾 ⛞⿟ ⫼䕗催 ⛁⏽ ˈ՟ ˈ ⛞ˈ⏽ ҹ䰡Ԣ50ćǄ 䖨 ⛞ ⛞㓱 ⧚ˈ 㾘 25ćǄ5.3 㠍㠊ⓖ⍂ ∈㒓ҹϟ㠍ԧ ⱘ ⊩⛞5.3.1 䗮䩶㾘 ⱘ ϡ䍙䖛355MPaⱘ催䩶Ϟ⛞ Ϩ 䰤Ѣ 䚼 ⧚ ˈ 䆌 ⓖ⍂㠍㠊∈㒓ҹϟ㠍ԧ 䖯㸠⛞ Ǆ⍝ Ҫ催䩶ⱘ⛞ 㣗 ⧚ⱘ䰆∈ ќҹ⡍ 㗗㰥ˈ ⹂ ⛞ ⿟ ⱘ㠍㑻⼒ Ǆ5.3.2 㠍ԧ䰆∈ Ϟ⛞ ˈ Փ⫼Ԣ⇶⬉⛞ Ԣ⇶⛞ 㡎Ǆ⫼Ѣ 䞥 ⛞ⱘԢ⇶⛞ 䆕 Ԣ⑓ Ǆ5.3.3 Ў 䆕 ➹ 䰡Ԣ 䗳⥛ˈ㒧 ⛞ ⫼ ♃ ㉏Ԑ 乘⛁ˈ㟇䖒 5ć ⛞ 㡎Ё㾘 ⱘ⏽ Ǆ乍Ⳃ㽕∖䇈-C˗ㄝѢ ԢѢ-P S˖ㄝѢ ԢѢ-Mn˗ 㑺Ⳍ Ԛϡ䍙䖛1.6ˁ-㒚㉦㋴˗ ḋ 䞣-㜅⇻ 㡎CuǃNiǃCrǃMoㄝ㋴ⱘϡ䍙䖛0.8ˁẄ 㛑- ˖ㄝѢ 催Ѣ- ˗ㄝѢ 催Ѣ-Ԍ䭓⥛˗ㄝѢ 催Ѣ- ˗ Ⳍ 䕗Ԣⱘ⏽ ϟㄝѢ 催Ѣˈ 䗖⫼䰙 ϡ 䍙䖛㠍㑻⼒㾘㣗Ԣ㽕∖80 Nˋmm2Ѹ䋻 ӊⳌ ⛁ ⧚ձ⃵ 催⛁䔻⢊ (AR)䔻⢊ (CR)ℷ☿⢊ ˄N)(TM)1)⏀☿ ☿(QT)1)1)TM QT䩶ϡ䗖⫼Ѣ⛁Ⳍ ϹḐ 䆌䋳 ˖˖0.3mm˖ḍ 䅸 ⱘ ⹂㸼4.1䆘䗮催㠍ԧ㒧䩶ㄝ㑻ㄝ ⱘ 㣗 Ԣ㽕∖㸼 4.2Ϣ㠍㑻⼒㾘㣗䗮催㠍ԧ㒧䩶ㄝ㑻Ⳍ↨䕗ⱘ䩶ㄝ㑻䆂 Ԣ乘⛁⏽ (ć)⺇䞣1)t comb<50mm50mm<t comb<70mm2)t comb>70 2) Ceq<0.39---Ceq<0.41---Ceq<0.43- 50 100Ceq.<0.45 50 100 125·Ceq<0.47 100 125 150Ceq.<0.50 125 150 175㸼5.1乘⛁⏽⊼1)Ceq=C+ (Cr4-MO+V)ˋ5+(Ni+Cu)ˋ15(ˁ)2)㒘 tcomb=t1+t2+t3+t4ˈ ⼎6. ⧚䋼䞣6.1⛞ ,ϔ㠀㽕∖6.1 ㉫㊭乍Ⳃ 䰤 ⊼ ㄝ㑻ㄝѢ 催Ѣ 䩶ㄝ㑻㾕㄀4㡖⛞ IACS UR.W17( 㗗 ⤂6)ḍ ㄝ ⱘ 䰙䅸ˋ㉫㊭㾕⊼㾷 6.1 d<1.5mm ⺼ ⒥乘⛁㾕㸼5.1䩶 ⏽ ϡԢѢ5ć。

iacs是什么规范

竭诚为您提供优质文档/双击可除iacs是什么规范篇一：本标准等效采用国际船级社协会iacs统一要求uR和ccs规范...ics77.140.50h46船舶及海洋工程用结构钢shipandoceanengineeringstructuralsteel【送审稿】20xx-07-30前言本标准等效采用国际船级社协会iacs统一要求uR和ccs规范、dnV规范、lR规范等九国船级社规范。

本标准代替gb712-2000《船体用结构钢》。

与原标准对比，本标准在如下方面进行了修改：——修改了标准名称；——引用标准增加：gb/t709、gb/t2101、gb/t4336、gb/t5313、gb/t17505、gb/t20xx6和yb081、jb4730标准；——增加了订货内容；——增加了高强度、超高强度6个钢级的24个牌号和z 向钢z25～z35两个级别；——对钢中p、s等有害元素，进行加严控制；——增加了高强度、超高强度钢级24个牌号的化学成分、力学性能等；——增加了表面质量修磨面积的规定；——钢带的表面质量允许不正常部分减少为6%；——增加“数值修约”一章；——增加附录a、附录b。

本标准的附录a规范性附录，本标准的附录b资料性附录。

本标准由全国钢标准化技术委员会提出并归口。

本标准主要起草单位：鞍钢股份有限公司等。

本标准主要起草人：本标准历次版本发布情况：gb712-1965，gb712-1979，gb712-1988，gb712-2000。

Ⅰ船舶及海洋工程用结构钢1范围本标准规定了船舶及海洋工程用结构钢的分类和牌号、订货内容、尺寸、外形、重量及允许偏差、技术要求、试验方法、检验规则、包装、标志和质量证明书等。

本标准适用于制造远洋、沿海和内河航区航行船舶、渔船及海洋工程结构用厚度不大于100mm的钢板、厚度不大于25.4mm的钢带及剪切板和厚度或直径不大于50mm的型钢（以下简称船用钢）。

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。

船体结构规范及标准要求-陈楚明

七、开孔补强形式
1, 一般予以补偿加强的开孔，可采用与开孔等截面的覆板或扁钢框方式，覆板或扁钢的板厚不小于开孔构件的板厚，覆板单边宽或扁钢宽度不应小于50mm。 2, 凡构件上的开孔不符合上述规定时，均应予以开孔补强，补强形式可参照表4
3, 甲板开孔处应力集中系数超过2.4时，应以适当的套筒形式作边缘加强。(应力集中系数=局部最大应力/远离构件突变处的应力）
e)凡船体结构上的开孔，都会影响船体结构的强度，因此尽可能不开孔。若要在构件上开设超过规定的孔或在特殊ห้องสมุดไป่ตู้位开孔，应事先与有关专业人员协商开孔位置，并应采取补强措施。
2，CCS规范对开孔的规定
a)防撞舱壁上不准开设任何门、人孔、通风管道或任何其他开口。 b)所有肋板、旁桁材上均应开设人孔，开孔的高度应不大于该处双层底高度的50%，否则应予加强。各肋板开孔位置在船长方向应尽量按直线排列，便利人员出入。在肋板的端部和横舱壁处的一个肋距内的旁桁材上不应开人孔和减轻孔，否则应作有效加强。 c)船中部0.75L区域内，中桁材上不应开人孔或减轻孔，在个别特殊情况下一定要开孔时，应予以加强。 d)甲板纵桁及强横梁的腹板高度应不小于横梁穿过处的切口高度的1.6倍。对切口的设计，应使腹板上的应力为最小。甲板纵桁腹板厚度应不小于其高度的1%加4mm。
e) 甲板纵桁及强横梁腹板上开孔高度应不超过腹板高度的25%，开孔宽度应不超过横梁间距的60%或纵桁腹板的高度（取大者），否则应予以补偿。开孔边缘至纵桁面板的距离应不小于纵桁腹板高度的40%。不应将开孔密度集中的布置在相邻的肋位内。离纵桁（横梁）肘板趾端200mm范围内的纵桁（横梁）腹板上，不应有任何开孔。 f) 纵骨（横梁）开孔高度不超过腹板高度的25%，通焊孔深度不超过 75mm。

REC与CSQS对比表(TOTAL)

REC.47与CSQS2005的对比表考虑新版CSQS的编制，现将IACS REC.47《船舶建造及修理质量标准》相关内容与CSQS2005对比，编制如下表格。

CSQS2005共分三篇。

第一篇为生产过程质量控制；第二篇为图样送审及认可与交验项目；第三篇为建造精度，由船体建造、船装、机装、电装、涂装五部分组成。

REC.47分为A、B两部分。

A部分为新船建造及修整质量标准；B部分为现有船舶修理质量标准。

A部分包括适用范围、新造船一般要求、人员资格及焊接工艺认可、材料、气割、构件制作及平整度、结构对位、焊接接头细节、修整共9部分内容。

现将两个标准共有部分CSQS2005中的第三篇船体建造部分和REC.47中的第4部分材料至第9部分修整加以对比，制作表格供参考。

4、材料项目对比细节修整方法备注REC47缺陷表面在比例% 15～20% 5～15% 0～5%t<20mm 0.2mm 0.4mm 0.5mm20mm≤t<50mm 0.2mm 0.6mm 0.7mm50mm≤t 0.2mm 0.7mm 0.9mm1）详细规定如何确定缺陷表面积；2）缺陷的修整：按照IACS REC.12采用打磨和/或焊接的方法进行修整。

4.2.2可不修整缺陷CSQS2005缺陷表面在比例% 15%以上 5～15% 0～5%t<20mm 0.15mm 0.4mm 0.5mm20mm≤t<50mm 0.15mm 0.6mm 0.7mm1）d0<0.07t，且3mm，磨平；2）0.07t≤d0<0.2t，焊补后磨平；3）如果缺陷的深度大于板厚度20%，面积超过板面积的2%，则这部分板需要进行更换。

对比结果高于REC47，但没规定t≥50mm的板厚缺陷比例。

高于REC47项目细节对比局部分层严重分层备注REC47 局部有限分层可采用铲除和/或打磨随后焊补的方法修整，见（a）；局部有限面积分层在靠近钢板表面处，可按（b）修整。

船舶建造及修理质量标准IACS(中文)

IACS Rec.47˄47 䆂Ḝ˅㠍㠊䗴 ⧚䋼䞣㠍㠊䗴 ⧚䋼䞣A 䚼㠍䗴 ⧚䋼䞣B䚼 ⦄ 㠍㠊 ⧚䋼䞣A䚼㠍䗴 ⧚䋼䞣1.䗖⫼㣗2. 䗴㠍ϔ㠀㽕∖3.⛞ 㡎䅸3.1 ⛞ 䌘Ḑ3.2 ⛞ 㡎䅸3.3 ӸҎ 䌘Ḑ4.4.1 ӊ4.2 䋳4.3 㸼䴶䋼䞣5.5.1 ⇨5.2 ㄝ⾏5.3 ▔ ⇨6.㒘㺙㽕∖6.1 䖍㒉偼䖍㙬6.2 㒘㺙6.3 ῑ 㠅6.4 ǃ㙬 ǃ6.5 㸼䴶催㒓 ⛁⏽6.6 ↉㒘㺙6.7 ⡍⅞⃵ ↉6.86.9 㙟偼䯈 ⱘ 㺙㊒6.10 Ϣ㙟偼ⱘ 㺙㊒7.8.⛞8.1 ⛞㓱 ( ⛞)8.2 㾦 ⛞㓱 ( ⛞)8.3 㾦 ⛞㓱 ( ⛞)8.4 ǃ ⛞ǃ䭓 ⛞8.5 ⛞㓱䯈䎱8.6 㞾 ⛞9. ⧚9.1 ℷ ⧚9.2 ⛞㓱 ⧚( ⛞)9.3 㾦 ⛞㓱 ⧚( ⛞)9.4 㾦 ǃ ⛞㓱 ⧚( ⛞)9.5 ⧚⛞㓱䯈ⱘ䎱⾏9.6 䫭䇃 ⱘ ⧚9.7 ⧚9.8 ⛞㓱㸼䴶 ⧚㗗 ⤂˖1. IACS“ 䋻㠍㠍ԧ㒧 Ẕ偠ǃ䆘Ԅ ⧚ ӊ”2. TSCF“ ⊍㠍㒧 Ẕ 㓈 ”3. TSCF“⊍㠍㒧 Ẕ ǃ⢊ 䆘Ԅ ”4. IACS UR w7“㠍ԧ Ẅ⫼䬏䩶ӊ”5. IACS UR W8“㠍ԧ Ẅ⫼䫌䩶ӊ”6. IACS UR W11“ 䗮催㠍ԧ㒧䩶”7. IACS UR W13“䩶䩶䆌⫼ 䋳 ”8. IACS UR W14“ 㛑ⱘ䩶䩶”9. IACS UR w l 7“ 䗮催㠍ԧ㒧䩶⛞ 䅸 ”10. IACS UR Z10.1“⊍㠍㠍ԧẔ偠” Z10.2“ 䋻㠍㠍ԧẔ偠”䰘 I11. IACS 䆂12“⛁䔻 ǃ 䩶㸼䴶䋼䞣㽕∖ ”12. IACS 䆂20“㠍ԧ⛞㓱Ẕ ”1.㣗1.1 䗴㠍㠊㠍ԧ㒧 ⱘ 䗴䋼䞣 њ㾘 ˈ Ϩ㾘 њϡ⒵䎇䗴䋼䞣 ⱘ ⧚ Ǆ䗮䗖⫼Ѣ˖㾘㠍 ˗㠍㑻⼒㾘㣗 ⱘ㠍ԧ䚼ӊ˗⫼ 䗮催㠍ԧ㒧䩶䗴ⱘ㠍ԧ㒧 ˗ӏԩ ϟՓ⫼ 㒣㠍㑻⼒ Ǆ䗮 ϡ䗖⫼Ѣ˖⡍⅞㠍 ˈ ⇨ԧ䖤䕧㠍˗㒧 ⫼ϡ䫜䩶 Ҫ⡍⅞㉏䩶䩶㑻䗴ⱘ㠍㠊Ǆ1.2 њ ⱘ 䗴 ⊩ 䋼䞣䯤 њ䖭ѯ 䗴 ⊩ⱘЏ㽕㒚㡖ˈ䰸䴲 Ё ⹂ⱘ㾘 ˈ Ϟ ⱘ 㡎∈ 䗖⫼ѢӴ㒳㠍ԧЏ㽕 ⃵㽕㒧 ⱘ䆒䅵Ǆ Ѣⱘ 㠍ԧ㒧 Ј⬠ 催 ҹ䞛⫼ ϹḐⱘ䋼䞣 ˈԚ 㒣㠍㑻⼒ Ǆ䆘Ӌ㠍ԧ㒧 ӊⱘ 䰤⢊ ✻ 㗗 ⤂lǃ2 3Ǆl.3 Ѣ ϡ ⱘ㒧㒘㺙㡎ˈ ⬅㠍㑻⼒ḍ 䌘Ḑ䅸⿟ ˋ 䅸 ⱘ 㒣䅸 Ǆ1.4 ≵ 㠍㠊䗴㠍㑻⼒䅸 ⱘ ϟˈЎ㠍㠊䗴 կ Ǆ1.5 Փ⫼ ˈ㒘㺙ǃ ㄝ㉏Ԑ䋼䞣⡍ Ў Н Ǆ 䋼䞣 ˈ㠍䞛䖯㡎Ǆҙҙձ䴴䞛㸹䋼䞣 ⱘ ⊩ ϡ㛑 ⱘǄ2. 䗴㠍ϔ㠀㽕∖2.1 䗮 Ẕ偠 ԰ ձ✻㠍㑻⼒㾘㣗㠍㑻⼒偠㠍 ⱘⲥⴷϟ䖯㸠Ǆ2.2 Ў Ѣ ԰ˈ㠍䆕䗖 ⱘ㛮 ǃ✻ 䗮亢Ǆ⛞ ԰Ϯ 㛑䙓亢ǃ䲾ǃ䲼ⱘ 䖯㸠Ǆ2.3 㠍ԧ㒧 ⱘ⛞ ⬅ 䌘Ḑⱘ⛞ ӏˈ 䞛⫼⬅㠍㑻⼒䅸 ǃ ⱘ⛞ 㡎 ⛞ ˈ䆺㾕3Ǆ⛞ ԰Ϯ 䗴㗙ⱘⲥⴷϟ䖯㸠Ǆ3.⛞ 㡎 Ҏ 䌘Ḑ3.1 ⛞ 䌘Ḑ3.1.1 ⛞ ḍ 㠍㑻⼒䅸 ⱘ⿟䅸 ⱘ ǃ 䰙 ˖EN287ǃIS09606ǃASME ㄀IX䚼 ǃANSIˋWS D1.1䖯㸠䌘Ḑ䅸 ˈ䰸ℸП ⱘ Ҫ Ѹ㠍㑻⼒ ǄѢ 乍Ⳃ ⬭⛞ ⱘ䌘Ḑ䅸䆄 ˈ 㽕∖ կ ⱘ䅸䆩偠䆕кǄ3.1.2 Ңџ Ẅ⛞ 㞾 ⛞ⱘ⛞ 㽕 ⛞ ⱘ⛞㓱䖒䋼䞣㽕∖ˈ䗮 ϡ 䖯㸠䅸䆩偠.Ԛ 䆎 ԩ⛞ 㒣䎇 ⱘ㒘㺙ǃ⛞ ⿟ ⱘ 䆁ˈ䆒 ԰ 䆁䆄䆩偠㒧 ⛞ ⱘϾҎḜ 䆄 Ё ˈҹկ㠍㑻⼒㽕∖ 䯙Ǆ3.2 ⛞ 㡎䆘⛞ 㡎㒣㠍㑻⼒㠍㑻⼒ⱘ⿟䅸 ⱘ 䰙 ˖ EN288ǃIS09956ǃASME㄀IX䚼 ǃANSIˋAWS D1.1䖯㸠䆘 ⹂䅸⒵䎇㽕∖Ǆ䰸ℸП ⱘ Ҫ Ѹ㠍㑻⼒ Ǆ ⱘ⛞ 㡎 ḍ ⛞ 䆘䆄 ⱘǄ䇈 кЁ ˖⛞ 㡎䖛⿟ǃ⛞ ㉏ ǃ⛞㓱 ǃ ǃ⛞ ⊩ ⛞ ԡ㕂Ǆ3.3 ӸҎ 䌘Ḑ3.3.1 Ңџ䆘Ӌ ⱘ 䗴㠍㠊⛞㓱䋼䞣ⱘ ӸҎ ˈ ヺ ⒵䎇㠍㑻⼒㾘㣗䅸 ⱘ ǃ 䰙 ⱘ䌘Ḑ㽕∖Ǆ⛞ ԰䆄䌘Ḑ䆕кҹկ偠㠍 Ẕ Ǆ4.4.1 㒧 ⫼⫼Ѣ㒧䚼 ⱘ ( ⛞ ) ḍ 䗴㒌㽕∖ IACSⳌ ⱘ㒳ϔ㽕∖ 㠍㑻⼒ⱘ Ǆ䰘䆂 ҹϟ ЁǄՓ⫼ⱘ ( ǃ䩶㑻) 㠍㑻⼒䅸 ⱘ ⫳ѻ 䗴Ǆ4.2 䋳ѢㄝѢ5mm⫼Ѣ㠍ԧ㒧 ⱘ 䗮催䩶 ǃ 䩶ⱘ 䆌䋳 Ў0.3mmǄ ⌟ ԡ㕂䎱䖍㓬㟇 10mmⱘӏ ԡ㕂Ǆ⬅Ѣ㔎䱋 ⍜䰸㔎䱋㗠䖯㸠⺼䗴㸼䴶䚼ⱘ 㭘ˈ 㽕ヺ 4.3“㸼䴶⢊ ”ⱘ㽕∖ ⬹ϡ䅵Ǆ4.3 㸼䴶⢊4.3.1 Н䕏㔎䱋˖ ǃ Ҏ⇻ Ⲃǃ ⮩ǃ䔻⮩ǃ Ӹǃ≳ῑㄝǄ㔎䱋˖㺖㒍ǃ ǃ ⷖǃễ㾦 ϡ䍙䖛㸼l㾘 Ϩ㔎䱋䴶⿃ϡ䍙䖛䴶⿃5ˁⱘ䕏㔎䱋Ǆ㔎䱋⏅ ˖Ңѻ ⱘ㸼䴶⌟䞣㔎䱋ⱘ⏅ Ǆ4.3.2 ϡ 㔎䱋ϡ䍙䖛㸼1㾘 ⱘ䕏㔎䱋 ϡ Ǆ4.3.3 㔎䱋ⱘ ⧚Ѣ㔎䱋ϡㅵ 䞣䞛⫼ ⺼ ⛞ ⱘ ⊩䖯㸠 ⧚ˈ Ѣ⏅ ϡ䍙䖛4.2 䋳㾘 ⱘ㔎䱋 Ͼ㸼䴶䖯㸠⺼ ⧚ǄѢ䞛⫼⛞ ⺼ ⧚ⱘ㔎䱋ˈ Н 㭘䍙䖛0.3mm ˈ ⺼ ⧚䴶⿃ϡ 䍙䖛䴶⿃ⱘ2ˁǄ4.3.4 ⺼ ⧚Ѣ⏅ ↨4.2 㾘 ⱘ ˈ Н 㭘ϡ 䍙䖛7ˁ 3mmˈѠ㗙㗙Ǆ↣ϔ ⣀ ⺼ ϡ 䍙䖛0.25m2Ǆ⺼䰸㔎䱋ˈ 䞛⫼⺕㉝ Ӹ ⏫䗣 Ӹⱘ ⊩偠䆕㔎䱋 ⍜䰸Ǆ ⺼ ⒥䖛 Ǆ4.3.5 ⛞ ⧚Ѣϡ㛑⍜䰸ⱘ 䚼㔎䱋ˈ 䞛⫼⇨ ˋ ⺼䱣䖯㸠㸹⛞ⱘ ⊩ ⧚ˈ ⛞ 䞛⫼㠍㑻⼒䅸 ⱘ 㡎Ǆӏԩ⣀ゟ⛞ ⱘ䴶⿃ϡ 䍙䖛0.125m2Ǆ⛞ ↡ ⱘ 㭘ϡ 䍙䖛 Н ⱘ80ˁǄ㸹⛞ Ў 䘧⛞ˈ㸹⛞ ⺼ ⒥䖛 Ϣ↡ 㸼䴶唤 Ǆ 䗮䖛䍙 ⊶ǃ⺕㉝ ⏫䗣 Ӹㄝ ⊩偠䆕㔎䱋㹿 ⍜䰸Ǆ4.3.6 Ҫ㔎䱋4.3.6.1100%15%5%2% 㸼䴶⿃N+0.1 0.2 0.43 t<8mmN 0.2 0.3 014N.0.1 0.2 0.4N-0.2 0.1 0.2 0.4N-0.3 0.0 0.2 0.4 8 t<25mmN+0.2 0.3 0.5N+0.1 0.3 0.4 0.5N 0.3 0.5N.0.1 0.2 0_3 0.5N.0.2 0.1 0.3 0.5N.0.3 0.0 0-3 0.5 25 t<40mmN+O.3 0.4 0.6N+0.2 0.4 0.5 0.6N+0.1 0.4 0.6N 0.3 0.4 0.6N.0.1 0.2 0-4 0.6N.0.2 0.1 0.4 0.6N.0.3 0.0 0.4 0.6N+0.5 0.5 0.840 t<80mmN+0.4 0.5 0.7 0.8N+0.3 0.5 0.6 0.8N+0.2 0.5 0.8N+0.1 0.4 0.5 0.8N 0.3 0.5 0.8N.0.1 0.2 0.5 0.8N.0.2 0.1 0.5 0.8N.0.3 0.0 0.5 0.8 80 t<150mmN+0.6 0.6 0.9N+0.5 0.6 0.8 0.9N+0 4 0.6 0.7 0.9N+0.3 0.6 0.9N+0.2 0.5 0.6 0.9N+0.1 0-4 0.6 0.9N 0.3 0.6 0.9N.0.1 0.2 0.6 0.9N.0.2 0.1 0.6 0.9N.0.3 0.0 0.6 0.9 N- Н㸼1 䆌ϡќ ⧚ⱘ䕏㔎䱋䰤䩶 ⷨお ⱘ ˈϹ䞡ⱘ 䞛⫼ 䚼 ⱘ ⊩䖯㸠 ⧚. 䆌䞛⫼ ⊩ ⧚ⱘ ϟ˖㠍 ⬆ Ѹ T 䖲 ⫼ Ў1600mm ˗㠍 ǃ ⬆ ҪЏ㽕 ӊ⫼ Ў800mm ˗ Ҫ ӊ⫼ Ў300mm.䚼䰤䴶⿃䞛⫼䫆䰸 ˋ ⺼䱣 ⛞㸹ⱘ ⊩ ⧚ˈ㾕 a. 䚼䰤䴶⿃䴴䖥䩶㸼䴶 ˈ b ⼎ ⧚.㾘㾕4.3.5.4.3.6.2⛞ 亲⑙ҹϟ䩶 ⱘ⛞ 亲⑙ 䞛⫼ ⺼ⱘ ⊩ ⍜䰸˖㠍 ˗䴆 ⬆ ˗ 䋻㠅˗⎵∈㠅佂∈㠅˗⍺⒥⊍ǃ⎆ ⊍㠅㠅Ǆ5. 5.1⇨䖍㓬ⱘ䇃 (u)ǃ Ⳉ䇃 ǃ㉫㊭䇃 (R)(㾕 )⒵䎇 ϟ㽕∖˖Ẅ⇨ ˖⇨ ˖㞾⬅ッ(䴲⛞ ッ) ӊ˖䰤䰤 a İ20mm u=0.6mm u=1.2mm u=1.5mm u=1.5mmR=1001.tm R=100mR=150m R=300mҪa>20mm u=0.75mm u=1.5mm u=1.5mm u=1.5mmR=100gm R=150m R=300m R=500m⇨ ˖⛞㓱䖍㓬䰤ӊu=1.5mm u=1.5mmR=400μm R=800μm*Ҫu=1.5mm u=1.5mmR=800μm R=1500μm*⬅ ⶽ䗴 ⱘ䴲䫟 Ӹ⮩ϡ Ѣ3mmˈ Ѣ3mm ⫼ ⺼ⱘ ⊩⍜䰸 Ǆ*˖䰸䴲⛞ 㡎㽕∖ ⱘ䇃 Ǆ5.2 ㄝ⾏䖍㓬ⱘ䇃 (u)ǃ Ⳉ䇃 ǃ㉫㊭䇃 (R) ⒵䎇ҹϟ㽕∖˖Ẅㄝ⾏䰤a.İ20mm u=1.0mm u=1.5mmR=100m R=150μma>20mm u=0.75mm u=1.5mmR=100m R=150mㄝ⾏ ⱘ䇃㒣Ⳍ 㠍㑻⼒ Ǆ5.3 ▔䖍㓬ⱘ䇃 ǃ Ⳉ䇃 ǃ㉫㊭䇃 ⱘ 㣗㽕∖ 㒣Ⳍ 㠍㑻⼒ⱘ Ǆ6. ԰ ㊒6.1 䖍㒉 ӊ 䖍㙬 (㾕㸼6.1)˗6.2 㒘 (㾕㸼6.2)˗6.3 ῑ 㠅 (㾕㸼3.3)˗6.4 ǃ㙬 (㾕㸼6.4)˗6.5 㸼䴶㒓 ⛁⏽ (㾕㸼6.5)˗6.6 ↉㺙䜡(㾕㸼6.6)˗6.7 ⡍⅞ 㺙䜡(㾕㸼6.7)˗6.8 (㾕㸼6.8 6.9)˗6.9 㙟偼䯈 ⱘ (㾕㸼6.10)˗6.10 㙟偼ⱘ ⱘ (㾕㸼6.11)Ǆ7.䗴㠍㠍ԧ㒧 ӊ ⱘ䋼䞣㾕㸼7.1ǃ7.2 7.3Ǆ Ѣ ϟ䳔⡍⅞⊼ ⱘ ˈ㠍㑻⼒ ϹḐⱘ 䗴㽕∖ˈ՟ ˖催䲚Ё ˗Ѣѻ⫳⮆ ⱘ ˗䆒䅵 ↉䖲 ˗催䩶 Ǆ8.䆺㒚⛞ 㽕∖8.1 ⛞㓱 121 (㾕㸼8.1ǃ8.2)˗8.2 㾦 ⛞⛞㓱 (㾕㸼8.3ǃ8.4)˗8.3 ǃ㾦 ⛞⛞㓱 ⢊(㾕㸼8.5)˗8.4 ⛞ǃ ⛞ 䭓 ⛞(㾕㸼8.6)˗8.5 ⛞㓱䯈䎱(㾕㸼8.7)˗8.6 㞾 ⛞(㾕㸼8.8).9. ⧚9.1 䫭 ⧚ˈ㾕㸼9.1㟇9.3˖9.2 ⛞㓱 ⧚ˈ㾕㸼9.4ǃ9.5˖9.3 㾦 ⛞㓱 121 ⧚ˈ㾕㸼9.6㟇9.8˖9.4 ǃ㾦 ⛞㓱 ⧚ˈ㾕㸼9.9˗9.5 ⧚⛞㓱䯈䎱ˈ㾕㸼9.10˖9.6 䫭䇃 ⧚ˈ㾕㸼9.11˖9.7 ⧚ˈ㾕㸼9.12˗9.8 ⛞㓱㸼䴶 ⧚ˈ㾕㸼9.13.㸼6.1 䖍㒉 ӊ 㙬䆺䰤 ⊼±3±5±3mm±5mm aⱘ↣100mm±10mm±25mm↣10m㸼6.2㒘±1.5mm±3mm aⱘ↣100mmd 3+a/100mm a 5+a/100mm±5mm±8mm Џ㽕 ӊ䯈↣ϔ䯈䎱㸼6.3ῑ 㠅Rı3tmm Փ⫼䗖㾦 ⛞ ⱘ±3mm±6mm±3mm±6mm±3mm±6mmh:±2..5mm h:±5mmϡϢ Ҫ㠅P: ±6mm P: ±9mmϡϢ Ҫ㠅P:±2mm P:±3mm 㸼6.4 ǃ㙬4mm6mm±D/200mmmax.+5mm±D/150mmmax.7.5mma t/2mm max.8mmqq30TH=15mmD=25mmF=15mm+5mm-5mm+10mm-5mm±5mm 㸼6.5⛁ ∈ԢѢ650ć⛁ ぎ ԢѢ900ćӴ㒳㡎TMCP⛁ ぎ䱣 ∈ԢѢ900ć(∈ 䍋 ⏽ԢѢ500ć)TMCP TMCP ⛁ ҙ∈ ぎ ⛁ ҙ∈ ぎԢѢ1000ćԢѢ900ć⊼˖(%)1556CuNi V Mo Cr Mn C Ceq㸼6.6 ↉㺙䜡乍Ⳃ 䰤 ⊼ 㺙䜡䭓ℷ䚼 ӊ䇃 ±2.5mm±10mm±5m5mm±5mm±20mm±10mm10mm㺙䜡䭓ℷ偼䚼 ӊⱘ䇃 ±2.5mm±10mm±10mm5mm±5mm±20mm±15mm10mm⊓ 㒓䭓⌟䞣ゟԧ ↉㺙䜡ℷ䚼 ӊⱘ䇃Ϟϟ 䯈 ±2.5mm±10mm±5mm5mm±10mm±5mm±5mm±20mm±10mm10mm±20mm±10mm䴶ゟԧ ↉㺙䜡䭓ℷ䚼 ӊ䇃Ϟϟ 䯈䇃 ±2.5mm±10mm±10mm5mm±15mm±7mm±5mm±20mm±15mm10mm±25mm±15mm⊓ 㒓䭓⌟䞣㸼6.7 ⡍⅞ 㺙䜡乍Ⳃ 䰤 ⊼Ϟϟ㠉䕈䯈䎱±5mm ±10mm䕈↖ 㓬Ϣ 㠅䎱⾏±5mm ±10mmḚ 㺙䜡ⱘ 5mm 10mm㠉Ϣ䕈Ё 㒓ⱘ䇃 4mm 8mm㠉 6 mm10mmЏ 乊 Ⳉ 5 mm10mmЏ 乊䭓 ±4 mm 6mm䆺䰤 ⊼䭓±50mmⳌ 啭偼㒓㾖˄↣100m˅ϸⳌ䚏㠅䯈ⱘ䎱⾏±15mmԧ㖬䍋±30mmԧ㖬䍋±20mm㠍Ё 䚼催±15mm乍Ⳃ 䰤 ⊼㒓䯈䭓 ±50↣100m 䗖⫼Ѣ㠍䭓100m ҹϞⱘ㠍㠊ǄЎ⌟䞣 ⫼啭偼Ϣ㠍䴶䖲㟇佪㒓䎱⾏ҷЎ⌟䞣䕈↖ 㓬ϢЏ 䯈ⱘ䭓±25mm㠍Ё ±15mm䗖⫼ѢϞ⬆ ⌟䞣15m ҹϞⱘ㠍㠊Ǆ㠍Ё ⏅±10mm 䗖⫼Ѣ㠍⏅10m ҹϞⱘ㠍㠊㸼6.11 㙟偼ⱘ ⱘ乍Ⳃ䰤⊼㸠䚼±2/1000mm ±3/1000mm佪ǃ 䚼±3ˋ1000mm ±4/1000mm⬆ (ϡ ῾ ⬆ ) 乊±3/1000mm±4/1000mm㠅±4/1000mm±5/1000mm῾ 䯈䎱ⱘ⌟䞣( l =3m)Ҫ±5/1000mm ±6/1000mml =㙟偼䯈䎱˄ l =3mm ˅䆺䰤⊼⛞ⱘⳈ㒓0.15t ˈ ӊa 0.2t ˈ Ҫa 3.0mm㾦⛞ⱘⳈ㒓a) 催䩶ӊa t 1ˋ3 Ё㒓⌟䞣a 1 (5t 1—3t 2)ˋ6ҹḍ䚼㒓⌟䞣b) Ҫa t 1ˋ2ҹ Ё㒓⌟䞣a (2t 1ϔt 2)ˋ2ҹḍ䚼㒓⌟䞣 t 3 Ѣt 1ˈ ⫼t 3ҷ t 1㾦⛞ⱘⳈ㒓a) 催䩶 ӊa t 1ˋ3ҹḍЁ㒓⌟䞣b) Ҫa1 t l ˋ2ҹḍ䚼㒓⌟䞣䆺䰤 ⊼T 㒉 ӊ䴶 ⱘⳈ㒓ӊa=8.0mmT 㒉 ӊ䴶 ⱘⳈ㒓Џ㽕 ӊa 0.15t䴲Џ㽕 ӊ3.0mma 0.20tⱘⳈ㒓d L/50㙬 ˋ 㙟Ϣ 䯈ⱘ䎱⾏a 2.0mm3mm⛞ⱘⳈ㒓a 2.0mm䆺䰤 ⊼῾ṕϢ㙟偼П䯈ⱘ䯈䱭A 2.0mmԡ㕂d 75 mm䯈䱭s 2.0mm㸼8.1 ⛞ ˄ ⛞˅䆺䰤⊼t 5mm G=3㾕⊼1䖍t ˚5mm G 3mm R 3mm ș=50°-70°㾕⊼1䖍t ˚19mm G 3mm R 3mm ș=50°-70°㾕⊼1䴶V ˄ ˅G 3mm R 3mm ș=50°-70°㾕⊼1䴶V ˄ϡ ⿄˅G 3mm R 3mm 6 h t/3mm ș=50°a=90°㾕⊼1⊼1˖Ⳍ ⱘ⛞ 㡎㒣㠍㑻⼒䅸 ˈѺ 䞛⫼ϡ ⱘ ˗䰸 ⛞ ⱘ⛞ 㡎ˈ㾕3.2 ⛞ 㡎䆘 Ǆ8.2 ⛞ ˄ ⛞˅䆺䰤⊼G=3—9mm ș=30°-45°㾕⊼1G 3mm ș=50°-70°R 3mm㾕⊼1⊼1˖Ⳍ ⱘ⛞ 㡎㒣㠍㑻⼒䅸 ˈѺ 䞛⫼ϡ ⱘ ˗䰸 ⛞ ⱘ⛞ 㡎ˈ㾕3.2 ⛞ 㡎䆘 Ǆ㸼8.3 㾦 ⛞ ˄ ⛞˅䆺䰤⊼T 㾦G 2mm㾕⊼1㾦㾦Į=50°-70°ȕ=70°-90°G 2mm㾕⊼1∌Й ⱘ 䴶㾦G 4-6mm ș=30°-45°ϡ ⫼Ѣ ӊ㾕⊼1䖍 T 㾦G 3mm R 3mm ș=50°㾕⊼1⊼1˖Ⳍ ⱘ⛞ 㡎㒣㠍㑻⼒䅸 ˈѺ 䞛⫼ϡ ⱘ ˗䰸 ⛞ ⱘ⛞ 㡎ˈ㾕3.2 ⛞ 㡎䆘 Ǆ㸼8.4 㾦 ˄ ⛞˅䆺䰤⊼䴶J 㾦G=2.5—4mm r=12-15 mm R=3 mm ș 35°㾕⊼1⿄䴶㾦t ˚19mm G 3 mm R 3 mm ș 50°㾕⊼1ϡ ⿄䴶㾦t ˚19G 3mm R 3mm㾕⊼1⿄䴶J 㾦G=2.5—4mm R 3 mm r=12-15 mm ș 35°㾕⊼1⊼1˖Ⳍ ⱘ⛞ 㡎㒣㠍㑻⼒䅸 ˈѺ 䞛⫼ϡ ⱘ ˗䰸 ⛞ ⱘ⛞ 㡎ˈ㾕3.2 ⛞ 㡎䆘 Ǆ䆺䰤⊼⛞㓱⛞㛮㾦ș 60°h 0.2R催h:6mm⛞ 䖍D=0mm 0.5mm㾦 ⛞㛮S=⛞㛮A=⛞S 0.9S d A 0.9a dѢⷁ⛞㓱䭓Sd:䆒䅵S a d ˖䆒䅵a㾦⛞⛞㾦㾦ș 90°䲚Ё ⮆ 㠍㑻⼒㽕∖ ⱘ㾦㾦⛞㓱䖍D=0mm 0.5mm䆺䰤⊼㾦⛞B=2t 2+25䖍 ⛞㾦⛞㓱b 2t 2+25㠍㑻⼒ ⱘ ԡ㕂⛞t 12mm 12˘t 25mm 60mm 6mm 40°-50°12mm 80mm 0.5tmm 30°tmm1R șG L˚l䭓 ⛞t 12mm t ˚12mm20mm 80mm 2tmm 100mmG l L2l-3lmax.250mm㸼8.7⛞㓱䯈䆺䰤 ⊼䎼⛞㓱for r 30mmd 5mmϸ ⛞㓱䯈ⱘ䎱⾏d 0mm㾦 ⛞㓱䯈䎱⾏d 10mmѢ⛞㓱䯈䎱⾏d 30mmѢ㠁䚼150mmd 300mm㸼8.8㞾 ⛞䆺䰤 ⊼ ⛞˄SAW˅0 G 0.8mm G 5mm✻㸼8.1 8.2SAW ✻㠍㑻⼒䅸 ⱘWPS㾕⊼1㸼9.1 䫭 ⱘ ⧚䆺⊼⛞㓱䫭ӊa ˚0.15t 1 a ˚3mm 䇗 ҪA ˚0.2t 1 a ˚3mm㾦⛞㓱䫭a)ӊ 催䩶t1/3˘a t 1/2-䗮催10%⛞ a ˚t 1/2- 㟇 50a 㣗䇗 b)Ҫa ˚t 1/2- 㟇 30a 㣗䇗t 3 Ѣt 1,⫼t 3ҷ t 1T 㒉 ӊ䴶0.04b ˘a 0.08b Ў8mm ⱘ⺼䕀㾦ˈ 䎱⾏L=3a ⱘ㣗 ⒥䖛⏵Ǆa ˚0.08b 8mm ˈ L=50a 㣗䇗 ǄT ǃL 㾦䩶ǃ⧗ 䩶催䇃3mm ˘a 6mm ⛞㸹˗ a ˚6mm ˈЏ㽕 ӊ L=50a ˈ Ҫ㒧 L=30a 㣗䇗 Ǆ2mm ˘a 5mm ˈ㸹⛞⛞㾦ⱘ䭓 Ϣ䯈䱭䭓 Ⳍ ˈa ˚5mm ˈ ӊ 䞡㸼9.2 ϡ ⧚䆺⧚⊼2mm ˘a 5mm ˈ ⱘ⛞㛮䭓 Ϣ ⱘ䯈䱭䭓 Ⳍ5mm ˘a 10mm ˈ 30~40°ⱘ㾦 ⛞㙬 / 㙟Ϣ 䯈ⱘ䯈䱭a ˚10mm ˈ 䯈䱭㟇50mmb=(2t+25)mm,min.50mm῾ṕϢ㙟偼䯈䯈䱭A ˚2mm, 㜅䇗㸼9.3ϡ ⧚䆺⧚⊼ԡ㕂d ˘75mm ˈ㝍 Ϣ 䗮ˈ ǄϞϞ2mm ˘S 5mm ˈ Ѣ2mm ⱘ Ϣ⛞㛮䭓Ⳍ ⱘ䯈䱭5mm ˘S 10mm ˈ 䚼㾦 ⛞䯈䱭S ˚10mm ˈ 䚼㺙Ϣ 䚼Ⳍ 催 ⱘ20mm b 50mm㸼9.4 ⛞ ⧚˄ ⛞˅䆺 ⧚ ⊼ ˄ϡ ˅ Gİ10mm 45e㾦ˈ ⛞G˚10mm ˈ㚠䴶 ˈ㚠䴶ῑˈ ⛞˗ ˈ㚠䴶 ῑˈ⛞˗300mm ⱘ䴶⿄䴶⿄䴶Vϡ ⿄䴶V3mm˘Gİ3t/2˄ 25mm˅ ˈϔջ ϸջ ⛞ˈ 㸹䯈䱭ˈ 䳔㽕㛑Փ⫼ t/2ⱘ㚠 ˈ Փ⫼㚠 ˈ㚠 ⛞ 䫆䰸ˈ⛞㓱㚠䴶 ῑ ⛞ǄG˚25mm 3t/2 ˈ Ў300mm ⱘ ˈ⛞ ԡǄ㸼9.5 ⛞ ⧚˄ ⛞˅䆺 ⧚ ⊼ 䴶V ˈ ⛞Gİ25m Gİt/2 ˈ ϔ䖍ϸ䖍⛞ ˈ ⺼ ˈ ⛞ˈ⛞ 䫆 ˈ 㚠䴶 ῑ ⛞ǄG˚25mm ˈ 300mmⱘ Ǆ䴶 ⛞ˈ 䴶V䴶V ⛞3˘Gİ3t/2˄ 25mm˅ ˈⱘ 䴶䴶⛞ ⛞ 㸹䯈䱭ˈ䳔㽕Փ⫼ t/2ⱘ Ǆ䞛⫼ ˈ⛞ 䫆䰸 ˈ 㚠䴶ῑ ⛞ǄG˚25mm t/2 ˈ 㟇 300mmⱘ ⛞ ԡ㸼9.6 ⛞ ⧚˄ ⛞˅䆺⧚⊼2mm ˘G İ5mm ˈ⛞㛮䭓㟇㾘㣗㽕∖䭓+˄G-2˅5mm ˘G İ16mm ˈ 30~45e ϡ ˈ ⺼䴶 ⛞⛞ ǄT 㾦G ˚16mm G ˚1.5t 㟇 300mm ⱘ⧚t 2İt İt 1G İ2mma=5mm+㾦⛞㓱⛞㛮䭓ϡ ⫼Ѣ㺙䋻 ⳈѢ ⱘ Ǆ㸼9.7 㾦 ⛞ ⧚˄ ⛞˅䆺⧚⊼3mm ˘G İ5mm ⛞5mm ˘G İ16mm ϡ ⛞ˈ Փ⫼ ˈ⛞ 䫆䰸ˈ 㚠䴶 ῑ ⛞ Ǆ䴶T 㾦G ˚16mm ˈ 㟇 300mm ⱘ Ǆ㸼9.8 㾦⛞ ⧚˄ ⛞˅䆺 ⧚ ⊼ 䴶J 㾦䴶T 㾦䴶⿄ T 㾦䴶ϡ ⿄T 㾦⿄䴶J 㾦3mm˘Gİ16mm ˈՓ⫼䱊⫋Ҫ䅸 ԰ ⛞ˈ⛞ 䫆䰸ˈ㚠䴶 ῑ ⛞ Ǆ˚16mm ˈ 㟇 Ў300ⱘ Ǆ㸼9.9 㾦 ⧚˄ ⛞˅䆺⧚⊼㾦⛞㓱⛞㛮䭓㸹⛞ ⛞㛮 ⛞㾦⛞㓱䎒㾦©˚90e ˈ 㽕⺼ ⛞ ˈՓП©˘90eǄ㾦⛞㓱䎒㾦©˚90e ˈ 㽕⺼ ⛞ ˈՓП©˘90eǄ⛞ 䖍㾦⛞㓱䖍0.5˘D İ1mm, ҙЎ 䚼䖍ˈ ⺼ ⒥ǄD ˚1mm ˈ 䖍㸹⛞ ⒵Ǆ催䩶䙓 ⷁѢ50mm ⱘⷁ⛞㓱Ǆ⺼㒍䏃㸠ѢЏ Ǆ㸼9.10 ⧚⛞㓱䯈ⱘ䎱⾏䆺 ⧚ ⊼⛞㓱Ϟ㟇 ϔ⛞㓱䯈⺼ ⒥㸼9.11䫭䇃 ⱘ ⧚䆺⧚⊼D ˘200mm ⱘ䫭䇃ӊˈ Ⳉ 75mm ˈ 㺙ぱ ⛞ Ǆ©=40°-50°G=4-6mm 1/2t İt 1İt 2l =50mmѢ300mm, ǄҪ ӊˈ Ѣ300mm ˈ 䩶 ⛞䩶t 1=t 2 L =50mm,minӊѢ300mm , 䩶D ˚200mm ⱘ䫭䇃Ҫ ӊˈ Ѣ300mm ˈ 䩶 ⛞䩶t 1=t 2 L =50mm,min⛞ 㾦⛞Ǆ催䲚Ё ⮆ ˈ㺙ぱ ˈ 㒣㠍㑻⼒䅸 Ǆ㸼9.12 ⧚䆺 ⧚ ⊼ ⧚L=300B=300mmR=5tmm 100mm˄1˅ 佪 ⛞˄2˅ ⛞㓱䫆䰸ˈ 㟇⛞ 100mmǄ⧚㒘⛞ 乎˄1˅ė˄2˅ė˄3˅ė˄4˅㝍 ⛞ⱘ ϔ䘧⛞⒵Ǆ9.13⛞㓱㸼䴶䆺⧚⊼⛞ 亲⑙1. 㾖 ⱘ亲⑙ˈ⫼ 䫸亲⑙䫆䰸2. ⷖ 㾖㟇ⱘ亲⑙a)⫼ 䫸䫆䰸b) ⫼ 䫸ㄝϡ 䫆䰸ⱘ亲⑙ 㾦⺼䩱㾦⧚䆎Ϟˈ⛞ Ў䴲⺼䴶Ǆ⛞㓱ϡ㸼䴶ϡ 䍙䖛3mm ˈ ⺼㟇 Ѣ3mm⧚ ḋ䗖⫼Ѣ㾦⛞㓱䍋⺼ ⹀B䚼 ⦄ 㠍㠊ⱘ ⧚䋼䞣Ⳃ1. 㣗2. ⧚ ⧚Ҏ ⱘϔ㠀㽕∖3. Ҏ 䌘Ḑ3.1 ⛞ 䌘Ḑ3.2 ⛞ 㡎䆘3.3 NDE ԰Ҏ 䌘Ḑ4.4.1 ⱘϔ㠀㽕∖4.2 ㄝ㑻ⱘㄝ5.⛞ ⱘϔ㠀㽕∖5.1 㠍ԧ㒧䩶⛞ ⱘⳌ5.2 乘⛁ ➹ⱘϔ㠀㽕∖5.3 㠍㠊ⓖ⍂⢊ ∈㒓ҹϟ㠍ԧ ⊩⛞6. ⧚䋼䞣6.1 ⛞ ϔ㠀㽕∖6.2 ⱘ6.3 Ϟ6.4 䚼 ӊˋ ⱘ6.5 䚼 ӊˋ ⱘ ϔ㾦䩶ˋ⧗ 䩶ⱘ䖛⏵6.6 ッ䚼6.7 ⚍㜤㱔ⱘ⛞6.8 㺖㒍ⱘ⛞ ⧚6.9 㸼䴶㺖㒍ⱘ ⺼㗗 ⤂˖1.IACS“ 䋻㠍㠍ԧ㒧 Ẕ偠ǃ䆘Ԅ ⧚ ӊ”2.TSCF“ ⊍㠍㒧 Ẕ 㓈 ”3.TSCF“⊍㠍㒧 Ẕ ⢊ 䆘Ԅ ”4.IACS UR W11“ 䗮催㠍ԧ㒧䩶”5.IACS UR W13“䩶䩶ⱘ䆌⫼ 䋳 ”6.IACS UR W17“ 䗮催㠍ԧ㒧䩶⛞ 䅸 ”7.IACS UR Z10.1“⊍㠍㠍ԧẔ偠” UR Z10.2“ 䋻㠍㠍ԧẔ偠”㸼ČČ8.IACS UR Z13“㟾㸠Ё ⧚ 㓈 ”9.IACS 㤤 No.12“⛁䔻䩶䩶㸼䴶䋼䞣㽕∖ ”10. IACS 㤤 No.20“㠍ԧ⛞㓱Ẕ ”1.㣗1.1 䆹 Ў㠍ԧ㒧 ⧚䋼䞣 կ Ǆ ⦄ 㠍㠊∌Й ⧚ⱘ㽕∖Ǆ䖭ѯ ϔ㠀䗖⫼Ѣ˖ϔ 㾘㠍ϔ㠍㑻⼒㾘㣗䗖⫼ⱘ㠍ԧ䚼ϔ 䗮催㠍ԧ㒧䩶䗴ⱘ㠍ԧ㒧ӏԩ ϟՓ⫼ 㒣㠍㑻⼒ Ǆ䆹 ϔ㠀ϡ䗖⫼Ѣϟ䗄 ⧚˖ϔ⡍⾡㠍㠊ˈ՟ ⇨ԧ㠍ϔ⫼ϡ䫜䩶 Ҫ⾡㉏ㄝ㑻䩶 ⱘ㒧1.2 њ ⱘ ⧚ ⊩ 䖭ѯ ⧚Ё 䞡㽕䚼 ⱘ ⧚䋼䞣 կњ Ǆ䰸 Ё 䇈 ˈҹϟ 㡎∈ Ϟ 䗖⫼Ѣ 㾘䆒䅵ⱘЏ㽕㒧䴲Џ㽕㒧 Ǆ✊㗠ˈ Ѣ㠍ԧⱘЈ⬠ 催 ЎϹḐⱘ ˈ ⾡ϟ 㒣㠍㑻⼒ Ǆ䆘Ӌ㠍ԧ㒧㒧 ӊⱘЈ⬠ ˈ䇋㾕㗗 ⤂lǃ2ǃ3Ǆ1.3 Ѣ⬅Ѣ ϡ䎇 ԧ䆒䅵ϡ 䍋ⱘ ⱘ ⧚ˈՓП㒧䖒 ⱘ ˈϡ 㛑 ∌Й ⧚Ǆ䖭⾡⢊ ϟˈ䳔㽕 ⱘ 㛑䍙䆒䅵, Ё ϡ 䖭ḋⱘ 䖯ˈԚ 㗗㗗 ⤂1ǃ2ǃ3Ǆ2.ϔ㠀 ϟˈ 㑻㠍ⱘ㠍ԧ㒧㽕䖯㸠 ⧚ ˈ ⧚ ԰ 㠍㑻⼒偠㠍 ⲥⴷϟ䖯㸠ˈ ⧚ ԰ Ǆ2.2 ⧚ ԰ ✻㠍㑻⼒ⱘ㽕∖ ⱘ㾘 ⬅ ǃ ⧚ 䆕㛑䖯㸠㠍ԧ ⧚ 㛑䆕䋼䞣ⱘҎ 䖯㸠Ǆ2.3 ⧚ 㛑 Ѣ ⧚ⱘ ԰ ӊϟ䖯㸠ˈ Ѣ 䖒ˈ 㛮 ǃ✻ 䗮亢ⱘ㾘 ˈ⛞ ԰Ϯ 㛑䒆䙓亢䲼䲾ⱘ ӊϟ䖯㸠Ǆ2.4 㠍ԧ㒧 ⱘ⛞ ⬅ 䌘Ḑⱘ⛞ ˈ ✻䅸 ⱘ㒣ㅒ ⱘ⛞ ⿟䖯㸠ˈ Փ⫼⬅㠍㑻⼒䅸 ⱘ⛞ ˈ㾕㄀3㡖Ǆ⛞ ԰ ⧚ ⱘⲥⴷϟ䖯㸠Ǆ2.5 㢹㟾㸠Ё㽕䖯㸠㛑㠍㑻ⱘ㠍ԧ ⧚ˈ ⧚ ⧚ⱘ 䯈 ⧚⿟ ˈ ⧚㣗 ⧚乎 ˈ Ѹ㠍㑻⼒偠㠍 Ǆ㾕㗗 ⤂8Ǆ3.Ҏ 䌘Ḑ3.1 ⛞ 䌘Ḑ3.1.1 ⛞ 㠍㑻⼒ⱘ⿟䅸 ⱘ 䰙 ˈ EN287ˈIS09606ˈASME IX㡖ˈANSIˋAWS D1.1㗗ḌǄ Ҫ Ѹ㠍㑻⼒䆘 Ǆ ⧚ ⛞ 䌘Ḑ䆄 ˈϨ㛑㽕∖ կ ⱘ䅸䆩偠䆕кǄ3.1.2 Փ⫼ Ẅ䖯㸠㞾⿟ ⛞ ⱘ ԰Ҏ ˈ 䖭ѯ ԰Ҏ ⛞⛞㓱㛑䖒㽕∖ⱘ䋼䞣ˈϔ㠀ϡ䳔㽕㒣䖛䅸䆩偠Ǆ✊㗠ˈ ԰Ҏ 䆒㺙⿟ ԰ 䴶ⱘ䎇䆁ˈ 䆁䆄 ѻ 䆩偠㒧 ⬭ ↣Ͼ ԰Ҏ ⱘḜ 䆄 ЁˈϨ 䳔㽕 կ㠍㑻⼒Ẕ .3.2 ⛞ ⿟䆘⛞ ⿟ ✻㠍㑻⼒ⱘ⿟䅸 ⱘ 䰙 ˈ EN288ǃ IS09956ǃASMEIX 㡖ǃANSIˋAWSDl.1䖯㸠䆘 . Ҫ Ѹ㠍㑻⼒䆘 .⛞ ⿟ ⛞ ⿟䆘䆄 ԰Ў ӊˈ 䇈 к ⛞ 䖛⿟ǃ⛞ ǃ⛞㓱 ǃ El ǃ⛞ ⛞ ԡ㕂Ǆ3.3 NDE ԰Ҏ ⱘ䌘Ḑ3.3.1 Ңџ䆘Ӌ ⱘ⛞㓱 ⧚䋼䞣ⱘ ӸҎ ˈ ヺ ⒵䎇㠍㑻⼒㾘㣗䅸 ⱘ ǃ 䰙 ⱘ䌘Ḑ㽕∖Ǆ ԰Ҏ ⱘ䆄䆕к կ偠㠍 Ẕ Ǆ4.4.1 ⱘϔ㠀㽕∖4.1.1 ⧚ Փ⫼ ⱘ㽕∖ϔ㠀Ϣ㠍㑻⼒㾘㣗Ё 䗴㠍ⱘ 㽕∖Ⳍ ˈ( 㗗 ⤂5)Ǆ4.1.2 ⱘ ϔ㠀 Ϣ 䅸 ⱘㄝ㑻Ⳍ Ǆ԰Ў 䗝 Ḝˈ㠍㑻⼒г ヺ䅸 ⱘ 䰙 ⱘ ㄝ㑻ˈԚ䖭ѯ Ϣ ⫼ ㄝ㑻㽕∖ㄝ㒣㠍㑻⼒ Ǆ4.2㡖Ёⱘϔ㠀㽕∖ 䗖⫼Ѣ䆘Ԅ䩶ㄝ㑻ⱘㄝ Ǆ4.1.3 䰸䴲㒣㠍㑻⼒⡍ ˈ ϡ ҹԢ 䩶㕂催䩶Ǆ4.1.4 䗮催㠍㒧䩶 ⬅㠍㑻⼒䅸 ⱘ ✻կ䋻㉏ㄝ㑻⫳ѻǄ4.1.5 ⧚Ё Փ⫼ⱘ ⬅㠍㑻⼒ ✻㾘㣗Ё 䗴㠍ⱘ⿟㽕∖䖯㸠䆕Ǆ ⡍⅞⢊ ϟ ϔ㠀䰤Ѣ 䞣ⱘ ˈ ҹḍ Ҫ ⱘ偠䆕 ⡍ ⱘ⿟ ќҹ Ǆ䖭⾡⿟ ḍ ↣⃵ 㒣㠍㑻⼒ Ǆ4.2 ㄝ㑻ⱘㄝ4.2.1 ㄝ㑻ㄝ䆘㟇 ϟ䗄䴶ⱘ ˖ϔ⛁ ⧚ˋѸ䋻⢊ϔϔ Ẅ 㛑ϔ4.2.2 㸼4.1ⱘϔ㠀㽕∖䗖⫼Ѣ䆘 50mmҹ ˈㄝ㑻 E40ⱘ 䗮催㠍ԧ㒧䩶ⱘㄝ Ǆ4.2.3 㸼4.2Ё㒭 њϔѯ䅸ㄝ Ѣ㠍㑻⼒㾘㣗Ё㾘 ⱘ㠍ԧ㒧䩶ㄝ㑻ⱘ䩶ㄝ㑻䗝 Ǆ5.⛞ ⱘϔ㠀㽕∖5.1 ⛞ Ϣ㠍ԧ㒧䩶ⱘⳌ5.1.1 ϡ ㄝ㑻ⱘ㠍ԧ㒧䩶 IACS UR W17(㾕㗗 ⤂5)䗝 ⛞ Ǆ5.2 乘⛁ ➹ⱘϔ㠀㽕∖5.2.1 ḍ ⱘ ˈ⛞ 䖛⿟⿟ ˈ ⱘ㑺⿟䳔㽕乘⛁Ǆ5.2.2 ⦃ ⏽ ԢѢ0ć ˈ乘⛁⏽ 㟇 Ў5ćˈ ⢊ ϟ⛞ 䆕 ➹Ǆ5.2.3 㸼5.1Ё㒭催䩶 Ԣ乘⛁⏽ ⱘ 䆂Ǆ Ѣ㞾 ⛞⿟ ⫼䕗催 ⛁⏽ ˈ՟ ˈ ⛞ˈ⏽ ҹ䰡Ԣ50ćǄ 䖨 ⛞ ⛞㓱 ⧚ˈ 㾘 25ćǄ5.3 㠍㠊ⓖ⍂ ∈㒓ҹϟ㠍ԧ ⱘ ⊩⛞5.3.1 䗮䩶㾘 ⱘ ϡ䍙䖛355MPaⱘ催䩶Ϟ⛞ Ϩ 䰤Ѣ 䚼 ⧚ ˈ 䆌 ⓖ⍂㠍㠊∈㒓ҹϟ㠍ԧ 䖯㸠⛞ Ǆ⍝ Ҫ催䩶ⱘ⛞ 㣗 ⧚ⱘ䰆∈ ќҹ⡍ 㗗㰥ˈ ⹂ ⛞ ⿟ ⱘ㠍㑻⼒ Ǆ5.3.2 㠍ԧ䰆∈ Ϟ⛞ ˈ Փ⫼Ԣ⇶⬉⛞ Ԣ⇶⛞ 㡎Ǆ⫼Ѣ 䞥 ⛞ⱘԢ⇶⛞ 䆕 Ԣ⑓ Ǆ5.3.3 Ў 䆕 ➹ 䰡Ԣ 䗳⥛ˈ㒧 ⛞ ⫼ ♃ ㉏Ԑ 乘⛁ˈ㟇䖒 5ć ⛞ 㡎Ё㾘 ⱘ⏽ Ǆ乍Ⳃ㽕∖䇈-C˗ㄝѢ ԢѢ-P S˖ㄝѢ ԢѢ-Mn˗ 㑺Ⳍ Ԛϡ䍙䖛1.6ˁ-㒚㉦㋴˗ ḋ 䞣-㜅⇻ 㡎CuǃNiǃCrǃMoㄝ㋴ⱘϡ䍙䖛0.8ˁẄ 㛑- ˖ㄝѢ 催Ѣ- ˗ㄝѢ 催Ѣ-Ԍ䭓⥛˗ㄝѢ 催Ѣ- ˗ Ⳍ 䕗Ԣⱘ⏽ ϟㄝѢ 催Ѣˈ 䗖⫼䰙 ϡ 䍙䖛㠍㑻⼒㾘㣗Ԣ㽕∖80 Nˋmm2Ѹ䋻 ӊⳌ ⛁ ⧚ձ⃵ 催⛁䔻⢊ (AR)䔻⢊ (CR)ℷ☿⢊ ˄N)(TM)1)⏀☿ ☿(QT)1)1)TM QT䩶ϡ䗖⫼Ѣ⛁Ⳍ ϹḐ 䆌䋳 ˖˖0.3mm˖ḍ 䅸 ⱘ ⹂㸼4.1䆘䗮催㠍ԧ㒧䩶ㄝ㑻ㄝ ⱘ 㣗 Ԣ㽕∖㸼 4.2Ϣ㠍㑻⼒㾘㣗䗮催㠍ԧ㒧䩶ㄝ㑻Ⳍ↨䕗ⱘ䩶ㄝ㑻䆂 Ԣ乘⛁⏽ (ć)⺇䞣1)t comb<50mm50mm<t comb<70mm2)t comb>70 2) Ceq<0.39---Ceq<0.41---Ceq<0.43- 50 100Ceq.<0.45 50 100 125·Ceq<0.47 100 125 150Ceq.<0.50 125 150 175㸼5.1乘⛁⏽⊼1)Ceq=C+ (Cr4-MO+V)ˋ5+(Ni+Cu)ˋ15(ˁ)2)㒘 tcomb=t1+t2+t3+t4ˈ ⼎6. ⧚䋼䞣6.1⛞ ,ϔ㠀㽕∖6.1 ㉫㊭乍Ⳃ 䰤 ⊼ ㄝ㑻ㄝѢ 催Ѣ 䩶ㄝ㑻㾕㄀4㡖⛞ IACS UR.W17( 㗗 ⤂6)ḍ ㄝ ⱘ 䰙䅸ˋ㉫㊭㾕⊼㾷 6.1 d<1.5mm ⺼ ⒥乘⛁㾕㸼5.1䩶 ⏽ ϡԢѢ5ć。

IACS质量标准(船舶建造和修理质量标准)

船舶建造和修理质量标准Part A 新船建造及修理质量标准Part B 船舶修理质量标准Part A 新船的建造及修理质量标准1、适用范围2、总则3、焊工及工艺认可3.1 焊工资格3.2 焊接工艺认可3.3 无损检测操作人员资格4、材料4.1 构件材料4.2 厚度负公差4.3 表面质量5、切割5.1 气体切割5.2 等离子切割5.3 激光切割6、组装要求6.1 折边纵骨和折边肘板6.2 组装型材6.3 槽型舱壁6.4 支柱、肘板和扶强材6.5 表面最高线加热温度6.6 分段安装6.7 特殊次分段6.8 成型6.9 肋骨间板的安装精度6.10 板与肋骨的安装精度7、校准8、焊接8.1 对接焊缝坡口形式（手工焊）8.2 角焊缝坡口形式（手工焊）8.3 对接焊缝和角焊缝成型（手工焊）8.4 搭接焊、塞焊和长孔焊8.5 焊缝间距8.6 自动焊9、修理9.1 安装误差的修理9.2 对接焊缝坡口加工（手工焊）的修理9.3 角焊缝坡口加工（手工焊）的修理9.4 对接焊缝和角焊缝成型（手工焊）的修理9.5 焊缝间距的修理9.6 错误的开孔的修理9.7 镶板修理9.8 焊缝表面的修理10、参考1. 适用范围1.1 本标准对新造船的船体结构建造质量做出了规定，并且规定了不满足建造质量标准的修理标准。

但此标准一般应用于--常规的船型，--船级社规范船体部分是符合的，--船体结构是由普通和高强度船用钢材建造的，此标准的适用性应得到船级社的同意。

此标准一般不适用下列新船--特殊船型，例如液化气船--由不锈钢或其他特殊类型、等级钢材建造的船体1.2此标准包含了典型的建造方法及其质量标准并阐明了这些建造方法的主要细节。

除非在本标准的其他地方进行特别说明，原则上本标准所反映的工艺水平适用于传统船体主要和次要的结构设计。

对于船体结构临界和高应力区可以采用更严格的标准，但均应经船级社同意。

在评估船体结构和构件危险性时，参考“目录10”中的1、2、3项。

船舶建造----施工要领(适合快速理解和适应船厂各个工序)

--船体建造和施工要领---------------一、概述：本船舶建造方案主要统筹和指导协调本船从设计开始至交船期间船舶建造各环节的相关工作，是我厂建造船舶的纲要文件。

本船为入ABS船级社的散货船，尾部单机单浆推进，甲板间4个30吨克令吊，折叠双扇液压舱盖；钢质船体，高强度钢占主结构70%，货舱区船体为纵骨架式，双底双壳结构,机舱和艏尖舱为横骨架式,设有球鼻艏。

（一）主要技术参数和特征：1．船型参数：总长： --垂向间长： -----型宽： ----------型深： ---------设计吃水： -----------结构吃水： ---------服务航速： ----------货舱：由6道水密舱壁分隔为5个货舱，其中3号货舱兼为压载舱。

2．结构参数：肋骨间距： ----- (600mm首/尾)主甲板距基线： ---------主甲板到A甲板： ----------其他生活区甲板： ---------驾驶甲板： ----------艏楼甲板： ---------主甲板梁拱： ---------双层底高度： ---------（二）船体分段划分及基本建造方针1.分段划分原则及方针：根据我厂的情况，采用‘平面分段与立体分段结合’的建造方针，实行：桁材和梁的小组--平（曲）面分段中组---立体分段大组---下水平台立体总段总组---坞内总段大合拢（搭载）的工艺流程；2．分段划分原则上为8米、10米或12 米；3.立体小分段的划分根据预制场地起重能力，原则上不得大于65吨，一般分段应控制在45吨左右；4．分段划分方式详见《分段划分图》；5．艉部分段和艏部分段的搭载分别先后在3#坞东预制场地进行，采用下水驳下水，最后在2#坞内对接合拢；6．尾段包括尾尖舱、机舱、NO.5货舱、NO.4货舱和NO.3货舱后部；7.首段包括首尖舱、NO.1货舱及内部锚链舱等结构、NO.2货舱、NO.3货舱前部；8.尾部上层建筑整体预制并进行预舾装，待船舶主体合拢后整体上船吊装（主甲板上第一层结构散装）；9.钢板定货基本尺寸：a.12mx2.4m和10mx2.4m为主b.10mx2.4m和9mx2.4m 和8mx2.4m10.船舶主体分段数量为225个，其中包括平面分段和立体分段；总段数量8个；（三）船舶建造重点考虑内容：1．首尖舱及球鼻首部位的制造工艺、精度控制、线形光顺等；2. 尾轴位置的建造工艺、精度控制、尾轴安装、尾轴镗孔等；3．舵系部分结构及安装调试等；4．甲板舱口围及舱盖液压动力系统的安装调试，舱口围板和舱盖的建造工艺、精度控制等。

IACS 中文版

用打磨去除。
*除非焊接工艺需要较小公差。
u
u （a）直角时或所要求的斜度，测得的偏差 U 5.2 等离子弧切割
本标准仅供参考,翻译有待完善,请提宝贵意见
由直角处或所需要的斜度测得的切割边的偏差 U 及切割边半径的不平度符合下列要求。
切割厚度
标准
极限
a≦20mm
u=1.0mm R=100μm
u=1.5mm R=150μm
机械弯曲 t
R
R ≥ 3t mm
材料应适用于冷弯成形并在半径焊接
槽形深度
± 3 mm
± 6 mm
槽形腹板宽度
± 3 mm
± 6 mm
槽形宽度
± 3 mm
± 6 mm
预制槽形舱壁的深度和间距跟正
确值对比
h: ± 2.5 mm
h: ± 2. 5mm
h pp
如果与其他舱壁不对中
P: ± 6 mm
P: ± 9 mm
a>20mm
u=0.75mm
R=100μm
手工切割公差应与有关船级社商定。
u=1.5mm R=150μm
5.3 激光车切割
从直角处或由切割边所需要的斜度处测得的标准范围和公差极限以及切割边
的不平度应与有关船级社商定。
6.装配与光顺 6.1 折边纵骨和折边肘板(见表 6.1) 6.2 组合型材(见表 6.2)
肋骨与纵骨
本标准仅供参考,翻译有待完善,请提宝贵意见
标准
极限
备注
a
± 1.5 mm
± 3 mm
每 100 mm (a)
面板扭曲
a d d ≤ 3+a/100mm d ≤ 5+a/100 mm

国际船结社联合会质量标准(IACS)

(二)板材预制加工及光顺度要求表格1 . 折边的纵骨和肘板表格2. 组合剖面表格3. 槽型舱壁表格4. 立柱,托架和加强杆(三)装配对正要求表格1. 对齐表格2. 对正表格3. 校正(四)焊接坡口形式表格1. 典型对接焊坡口(手工焊)表格2. 典型对接焊坡口(手工焊)表格3. 典型角接焊坡口(手工焊)表格4. 典型对接、角接成型(手工焊)表格5. 典型搭接焊、塞焊（手工焊）表格6. 焊缝间距表格8.7 埋弧自动焊(五)修理质量标准1. 材质对所用材质的一般要求，所使用的普通或高强度船体结构用钢需经船级社认可。

2. 对焊接的要求2.1使用与钢材匹配的焊接材料。

2.2对焊接区域的预热和烘干要求2.2.1预热要依据材料的化学成分，焊接顺序，接头情况而定。

2.2.2外界气温低于O℃，要求对焊接区预热至少50℃.任何时候，焊接区都要保持干燥。

2.3 对船体处于漂浮状态，船体水线下壳板的修理。

2.3.1船体水线下壳板的修理只限于不超过355Mpa(屈服强度)的普通和高强度板,且仅限局部修理.焊接其他高强度钢或大面积修理(背面有水)要特殊考虑,并且焊接工艺要经船级社同意。

2.3.2低氢焊条或焊接程序适用于背面带水的壳板焊接工作,带药皮的手工弧焊焊条要确保最小的潮气。

2.3.3为确保焊接区域干燥和降低冷却速度,结构要预热,预热温度最小5℃或按焊接工艺中规定。

3. 换板图3.1 挖补的焊接顺序4. 复板复板一般为临时修理，但作为原结构的补强（在主船体范围内）除外。

扶强材挖补焊接顺序此种过渡型式仅适用于次要结构件角钢与球钢间的过渡7. 板条端部形式8. 点蚀补焊注意：深度小于板厚的/3的点蚀坑，可用专用焊条或带有药皮的焊条。

9. 裂纹修理。

国际船级社协会(IACS)推出Rec.177标准

国际船级社协会(IACS)推出Rec.177标准
佚名
【期刊名称】《船舶标准化工程师》
【年(卷),期】2024(57)2
【摘要】近日,国际船级社协会(IACS)宣布推出Rec.177标准,以提高船舶机械管道系统的建造质量。

机械管道系统旨在将不同温度和压力的流体输送到包括全部密闭空间在内的船舶各个部分。

机械管道涉及众多船舶控制系统的运行,其设计必须符合高质量标准,以降低故障的可能性。

IACS表示,考虑到整个造船业需要实施统一的质量标准,所以制定了Rec.177,旨在为新船建造阶段使用的机械管道系统造船质量标准提供全面指导。

【总页数】1页(P5-5)
【正文语种】中文
【中图分类】F42
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高技术船舶科研项目-中华人民共和国工业和信息化部

高技术船舶科研项目指南（2013年版）为贯彻落实《工业转型升级规划（2011-2015）》和《船舶工业“十二五”发展规划》，促进船舶工业科技发展，提升自主创新能力，推动产业转型升级，提高国际市场竞争力，按照《船舶工业“十二五”科技重点发展方向与重点》的任务部署，特制定本指南。

一、工程与专项（一）超级节能环保船示范工程1．总目标根据船舶节能减排相关国际公约、规范的要求，结合船舶技术发展和国内外航运市场需求，在油船、散货船、集装箱船三大主流船型中分别选择一型作为超级节能环保示范工程船，通过节能减排环保技术及装备的综合开发，突破清洁能源与可再生能源应用关键技术，全面提升我国船舶节能环保整体技术水平。

示范船舶须有具体工程依托并由船东实际订造，与现有同类船型相比节能环保水平大幅提高，单船平均日油耗降低40%以上，船舶能效设计指数（EEDI）比国际海事组织（IMO）EEDI基线值下降30%以上，同时须满足IMO船舶噪声新规则、涂层性能标准、硫氧化物（SOx）、氮氧化物（NOx）排放指标等相关法规要求。

2．重点研究方向（1）船型节能环保概念设计与技术经济性论证研究；（2）低阻船体型线与上层建筑设计技术研究；（3）最低压载量的分舱优化配置及航行中纵倾优化技术研究；（4）波浪中失速控制与波浪增阻预报技术研究；（5）新型结构轻量化设计技术研究；（6）船体表面减阻技术应用研究；（7）高效推进系统与水动力节能装置优化匹配设计研究；（8）轮机节能环保设备集成应用研究；（9）货油挥发（VOC）回收及再利用系统技术研究（仅适用于油船）；（10）LNG燃料动力船型风险设计技术研究；（11）LNG供气系统应用开发技术研究；（12）太阳能、风能等清洁辅助能源在船上的应用研究；（13）船舶舱室噪声控制关键技术研究；（14）货油舱涂装关键技术研究（仅适用于油船）；（15）建造工艺关键技术研究；（16）节能、减排、环保、降噪验证试验技术研究。

船舶建造质量标准

船舶建造质量标准1. 引言船舶建造质量标准是指船舶建造过程中需要遵循的一系列标准和规范，以确保船舶的建造质量、安全性和可靠性。

本文将介绍船舶建造质量标准的重要性以及常见的标准和规范。

2. 船舶建造质量标准的重要性船舶建造质量标准的制定和遵循对于船舶行业来说至关重要。

以下是船舶建造质量标准的几个重要性：2.1 保证船舶安全船舶建造质量标准的遵循可以确保船舶在航行过程中的安全性。

标准规范了船舶各个部分的设计和建造要求，例如船体结构、船舶设备、动力系统等，确保了船舶的抗风浪性能、稳定性和航行速度等方面的安全要求。

2.2 提高船舶质量船舶建造质量标准的制定和执行可以提高船舶的质量水平。

通过严格遵循标准，船厂可以提高设计和建造的准确性和一致性，减少缺陷和不合格产品的产生，从而提高船舶的质量和可靠性。

2.3 规范船舶建造过程船舶建造质量标准还可以规范船舶建造过程中的各项工作。

标准规定了建造过程中需要满足的各项条件和要求，包括施工技术、建造材料、工程质量检验等，确保了建造过程的规范化和标准化。

2.4 提升行业竞争力船舶建造质量标准的遵循可以提升船舶行业的竞争力。

符合质量标准的船舶更能获得国际认证和合格证书，增加出口和销售的机会，提高企业的市场竞争力和声誉。

3. 主要的船舶建造质量标准在船舶行业中，存在许多船舶建造质量标准和规范，下面介绍几个常见的标准：IMO是联合国的一个专门机构，负责制定和推动国际航运安全和环境保护标准。

IMO发布的建议性和强制性规定，包括SOLAS（国际海上人命安全公约）、MARPOL（国际海洋环境保护公约）等，对于船舶建造质量和安全起着至关重要的作用。

3.2 国际船级社（Classification Society）规范国际船级社是专门为船舶提供认证和检测服务的机构，例如德国船级社（Germanischer Lloyd）、挪威船级社（Det Norske Veritas）等。

这些机构发布的建造规范和检测要求，涵盖了船舶结构、设备、系统、材料等方面的质量标准。

船舶建造质量标准

船舶建造质量标准建造精度范围本标准规定了船体建造、涂装和舾装的建造精度。

本标准适用于50000吨以上以柴油机为动力的常规钢质海船的建造，对于50000吨以下或特殊用途的船舶也可参照执行。

1 船体建造1.1钢材1.1.1钢板表面缺陷的限定按表1—1。

表1-11-2。

表1-1（续）1.1.2船体结构钢板厚度负公差限定船体结构钢板厚度负公差最大为-0.3mm。

1.1.3钢板夹层处埋限定应按表表1-21.1.4铸钢表面缺陷处理限定按表1-3。

1.2划线1.2.1零部件线条的位置偏差限定按表1-4。

mm表1-4表1-5 mm1.2.3分段划线尺寸偏差限定按表1-6。

表1-6 mm1.3切割1.3.1气割1.3.1.1气割表面粗糙度限定按表1-7。

表1-7 mm1.3.1.2气割缺口限定按表1-8。

表1-8 mm表1-9 mm1.3.1.4气割边缘打磨要求按表1-101.4.1 折边T型材、圆角偏差限定按表1-11。

表1-11 mm表1-12 mm1.4.3波型板偏差限定按表1-13。

表1-13 mm1.4.4型材、桁材弯曲偏差限定按表1-14。

表1-14 mm1.4.5外板弯曲偏差限定按表1-15。

表1-15 mm表1-16 mm表1-16（续) mm1.5装配1.5.1各类焊接头的装配精度1.5.1.1角焊接头偏差限定按表1-17。

表1-17 mm1.5.1.2 搭接间隙偏差限定按表1-18。

表1-19 mm1.5.1.4焊缝间最小间距限定按表1-20。

1.5.2 分段装配1.5.2.1平面与曲面分段装配偏差限定按表1-21。

表1-21 mm1.6 焊接1.6.1 预热温度限定按表1-26。

1.6.6 短焊缝、定位焊缝、修补焊缝的焊缝长度要求限定按表1-31.1.7平整度与修整1.7.1平整度。

1.7.1.1局部平整度限定按表1-341.7.1.3 内部支撑材的直线度限定按表1-36。

1.7.2.1 脚手架眼板和吊装眼板修整限定按表1-37。

IACS集装箱船建造新标准呼之欲出

IACS集装箱船建造新标准呼之欲出胥苗苗【期刊名称】《中国船检》【年(卷),期】2015(000)006【总页数】3页(P57-59)【作者】胥苗苗【作者单位】【正文语种】中文明年7月1日，IACS针对大型集装箱船结构强度的两项新标准将正式生效。

该标准的推出，缘于“MOL Comfort”号集装箱船的断裂沉没事故。

2013年6月17日，由新加坡港驶往沙特阿拉伯吉达港的商船三井8110TEU型集装箱船“MOL Comfort”号，在距离阿曼塞莱拉港430海里处突发事故，船体断裂为两截，随后船体前部突然不明原因起火，并在5天后沉没。

这起事故被认为是迄今为止最惨烈的一起集装箱船船体断裂事故，令整个航运界一片哗然。

然而，让业界疑惑的是，“MOL Comfort”号船体断裂究竟是个案，还是同类型船舶的“基因问题”。

尽管到目前为止，关于“MOL Comfort”号船体断裂的原因依然众说纷纭，仍未有最终定论。

但IACS加强了集装箱船安全标准方面的工作，通过开展相关研究编制了两个针对集装箱船结构强度的统一要求: UR S11A和UR S34。

目前上述两个UR已经在IACS内部获得通过，将于2016年7月1日生效。

据中国船级社上海规范所副所长王刚介绍，UR S11A为针对集装箱船船体结构总纵强度的统一要求，UR S34提出了集装箱船有限元直接分析载荷工况的功能要求。

那么，即将生效的集装箱新标准都包含哪些新的内容？先来看UR S11A标准。

据中国船级社上海规范研究所直接参加IACS该项目的郑刚博士介绍，在UR S11A生效之前，UR S11给出包括集装箱船在内的各种类型船舶总纵强度的统一要求。

S11A生效后，S11适用于集装箱船之外的其他船舶，S11A适用于集装箱船。

新UR的特点，同时也是两个UR的差别，主要表现在以下几个方面。

一是净厚度方法。

S11的总纵强度校核基于建造厚度，即船体梁的承载能力、船体梁载荷作用下的应力基于船舶的建造厚度计算得到，而S11A的强度校核采用与共同结构规范（CSR）类似的净厚度方法。

IACS通函(URZ22,URS26,27,30)

可采用下述任一机构： ① 元宝螺栓拧紧在叉板（夹板）上； ② 快速紧固楔；或 ② 同步锁紧装置。 ⑵ 不能使用楔块与夹头（具有旋转紧固手柄）作为紧固装置。 2.4.3 主紧固方式的要求 ⑴ 舱口盖应装有具有弹性的填料并设计成在设计压力时允许金属对金属接触，以预防甲板
上浪超过填料压力可能造成紧固装置松动或移动。金属对金属接触点的布置应如图 1 所示，紧邻每一个紧固装置，且有足够能力承受压力。 ⑵ 主紧固方式的设计与制造应能由 1 个人在不需要任何工具情况下达到设计压力。 ⑶ 对采用元宝螺母作主紧固方式时，叉板（夹板）应设计牢固。采用向上曲线形的叉板，其自由端表面上弯或其他类似方法，以便使用时元宝螺母移动的危险最少。未加强的钢质叉板厚度应不小于 16mm。布置示例见图 2。 ⑷ 位于最前部货舱口前露天甲板上的小舱口，其绞链的设置应使主要上浪方向能使舱盖关闭，这意味着绞链一般位于舱口前缘。 ⑸ 对于位于主舱口间的小舱口，例如第 1，2 舱口间，绞链位于舱口前缘或舷外一侧，视其实际需预防横浪上浪和首部上浪状态而定。 2.4.4 副紧固装置首甲板上小舱口应设有独立的副紧固装置（即用一根滑动螺栓、一个搭扣或一个宽松配合的倒退条）。即使在主紧固装置产生松动或移动时，副紧固装置也能使舱盖保持在原位。副紧固装置应装在与舱盖绞链相对的一边。 2.5 检验中的注意事项：检验中应检查小舱口的产品证书是否能证实其符合 URS 26 的强度与紧固要求，或检查小舱口的结构，尺寸与紧固装置是否符合 URS 26 的要求。注意小舱口在船上安装时舱盖绞链是否处于迎浪位置。新安装的小舱口应经密性试验。将实施情况反映在 RA 报告中。
Maximum projected area of head（cm2）
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