APP-SS01-Z0-002 R-2 钢结构安装.doc

AP1000 design specification AP1000 设计规范 Stone & Webster, INC 100 technology center drive Stoughton, MA 02072AP1000 design specification no.AP1000技术规格书编号APP-SS01-Z0-002Revision 1版次 1Page 1 of 49页数 43Assigned to SWI, inc委托Open items开口项Alternate number 备份文件编码: REV. 修订版Equipment: 设备 Erection of Structural Steel 钢结构安装Shop order/ wbs: 工作分类细目：System: 系统P.E. certification 专业工程师鉴定DCP#REV. incorporated 对该文件的变更建议：P.E./date 日期Electronic filename电子文件名APP-SS01-Z0-002 Rev1.docElectronic file format电子文件格式Microsoft word 2003,SP2Electronic file description 电子文件描述Design specification for erection of structural steel 钢结构安装设计规范2009 Westinghouse electric company LLC and/or stone& Webster, INC. 2009 西屋电气公司 LLC和/或石伟，INCWestinghouse proprietary class 2 and/or stone &Webster confidential and proprietary西屋专利2级和/或石伟机密文件和专利This document is the property of and contains proprietary information owned by Westinghouse electric company LLC and/or is the property of and contains confidential and proprietary information owned by stone &Webster inc. and/or their affiliates, subcontractors and suppliers. It is transmitted to you in confidence and trust, and you agree to treat this document in strict accordance with the terms and conditions of the agreement under which it was provided to you.本文件版权归西屋电气公司和/或其分包商和供应商所有，文件包含该公司专利信息。基于对贵方的信任，将文件转发贵处，贵方应严格按照协议上的条款和规定使用该文件。QA category I, class NSR(nuclear safety related)质保等级I，NSR分类（与核安全相关）Originator(s) 起草人M.SeniwongseSignature/date签字/日期reviewer(s)评审人P.SmithSignature/date签名/日期Responsible Functional Manager 责任职能经理W.J.PananosSignature/date签名/日期Verifier(S) 校对员R.WidenSignature/date签名/日期Verification method independent review验证方法：独立评审Quality assurance质保部K.FaheySignature/date签名/日期*plant applicability 适用电站 all AP1000 plants except: none 所有AP1000电站 Only the following plants 仅下列核电站:Applicability review*适用性评审：C.MetcalfeSignature/date签名/日期Responsible manager责任经理：M.ScanlonSignature/date签名/日期* Approval of the AP1000 responsible manager signifies that the document is complete, all required reviews are complete, electronic file is attached, and the document is released for use.AP1000责任经理的批准意味着该文件及所有要求的审核都是完整的，并附有电子版文件，且文件已发布使用。Number: 编码 APP-SS01-Z0-002 ISSUE DATE: 发布日期Revision 1版Design specificationForErection of Structural Steel钢结构安装技术规范中国AP1000项目 Approval 批准 date 日期Prepared by编制: M.Seniwongse Lead discipline engineer主导科目工程师: W. Pananos Design verifier (safety related) 设计审核（与核安全相关） P.WidenDiscipline chief engineer/specialist科目总工程师/专家: P.SmithConstruction工程部: R.Macleod Quality assurance质保部: K.Fahey Procurement采购部: N/A Project engineer项目经理: M.Scanlon QA Category I, II,III(NSR, RTNSS, NNS)质保等级I,II,III（NSR, RTNSS, NNS）This document, including certain of its background information contains the proprietary and confidential information of stone& Webster international, inc. and is to be returned upon request. Its contents may not be copied. Disclosed to third parties, or used for other than the express purpose for which it has been provided without the prior written consent of stone &Webster international, inc. this document does not constitute a “work for hire”.该文件，包括其包含石伟公司专利和机密信息的相关背景信息，在石伟的要求下需要返还。未经石伟公司事先书面同意，不得复制文件内容，也不能泄漏给第三方或用于其它目的。该文件属技术文件，不属商业文件。 变更记录Date 日期Rev版次Change 变更Pages affected受影响的页码9/4/080Contract deliverable: CFC issues 合同交付项：CFC版None无8/20/20091Contract deliverable: CFC issues合同交付项：CFC版Revised definition Section 1.0, revised Section 2.0 to clarify work not included, added references Section 3.0, revised technical requirements Section 4.0, revised QA Section 5.0, Incorporated E&DCR-SWI-C-045 in Section 3.0, Incorporated E&DCR-SWI-C-033 in Section 4.5.9, Added Appendix A and B forms修订了1.0节的定义，修订了2.0以澄清未包括的工作，增添了3.0的参考资料，修订了4.0中的技术要求，修订了5.0 QA部分。合并了3.0中E&DCR-SWI-C-045；合并了4.5.9中E&DCR-SWI-C-045。增添了附录A和B表格。6,10-14,17,34,40,41-43See cover pageIncorporated EDCR APP-SS01-GEF-002. Incorporated by reference EDCR CPP-4000-GEF-022,CPP-4000-GEF-023, CPP-4000-GEF-024, CPP-SP02GEF-005, CPP-SS01-GEF-004.Added Field Coating Specification. Updated Applicable Documents. Added clarification for SMAW weld filler metal. Revision 1 incorporated EDCR-SWI-C-045, which was never issued and changed AWS D1.1 code year from2006 to 20008.128.13TABLE OF CONTENTS目录ERECTION OF STRUCTURAL STEEL钢结构安装技术规格书1.0 DEFINITIONS 定义 2.0 SCOPE 范围3.0 APPLICABLE DOCUMENTS 适用文件4.0 REQUIREMENTS 要求 4.1 Project Type 项目类型4.2 Extent of the Work 工作范围 4.3 Technical Requirements 技术要求4.3.1 Qualifications of Erector 安装方资格认证 4.3.2 Prequalification of Erectors 安装方资格预审4.3.3 Materials 材料4.3.4 Shop and Erection Drawings by Purchaser or Fabricator购买方或制造方提供的加工图及安装图4.4 CONSTRUCTION MANAGEMENT 施工管理4.4.1 Coordination Meetings 协调会议4.4.2 Critical Path Method and Progress Report 关键路径方法和进度报告4.4.3 Safety Requirements 安全要求4.4.4 Assembly Lift Plan by Erector 安装方制定的组件吊装方案4.4.5 Site Condition Coordination with Fabricator 与制造者协调现场条件4.4.6 Receiving, Inspection and Storage 接收，检查和存储4.4.7 Pre-Erection Activities 预安装处理4.5 ERECTION 安装4.5.1 General 概述 4.5.2 Structural Stability During Erection 安装过程中的结构稳定性4.5.3 Base Plates 底板 4.5.4 Grouting of Base Plates 底板灌浆4.5.5 Field Connections 现场连接4.5.6 High Strength Bolts 高强度螺栓 4.5.6.1 General 概述 4.5.6.2 Tension Measuring Device 张力测定仪4.5.6.3 Use of Washers 垫圈的使用4.5.6.4 Tightening of High Strength Bolts 高强度螺栓的固定4.5.6.5 Inspection of Bolt and Bolt Installation 螺栓检查及安装4.5.7 Structural Bolts 结构螺栓4.5.8 Welded Connections 焊接连接4.5.9 Inspection of Welds 焊缝检查4.5.10 Correction of Errors 校正误差4.5.11 Erection Alignment of Structures 结构安装定位4.5.12 Deferred Erection Due to Other Trades 其他原因导致的安装延期4.6 ERECTION OF STEEL JOISTS 钢托梁安装4.7 ERECTION OF FLOOR PLATE 楼板安装4.8 ERECTION OF METAL FLOOR GRATING 金属楼板栅栏的安装4.9 BANDING 捆绑4.10 STEEL DECKING FOR FLOORS AND ROOFS 用于楼层及屋顶的钢盖板4.11 SHEAR CONNECTORS 抗剪连接4.12 ERECTION OF STEEL STAIRS 钢楼梯的安装4.13 ERECTION OF STEEL HANDRAILS AND POSTS 钢栏杆和柱子的安装4.14 ERECTION OF MISCELLANEOUS STRUCTURAL STEEL零星钢结构的安装4.15 PROTECTIVE COATINGS 保护层4.16 AS-BUILT DRAWINGS, FINAL INSPECTION AND CERTIFICATE 竣工图纸，终检和竣工证明4.17 Bridge Crane Runway Rain Erection Requirement5.0 QUALITY ASSURANCE 质量保证APPENDIX A SAMPLE TEST, INSPECTION, AND DOCUMENTATION FORM附录A 样品试验、检查和文件表APPENDIX B SAMPLE DOCUMENT SUBMITTAL SCHEDULE AND PURCHASERS APPROVAL REQUIREMENTS.FORM附录B 文件提交进度计划和买方批准要求样表1.0 DEFINITIONS 定义Terms used herein are defined as follows:该文件用到的术语定义如下:Purchaser - The Owner, Main Contractor, Contractor or their agent issuing a purchase order or letting a contract for the work defined in this Specification.采购方 - 发出订购单或就该技术规格书中定义的工作与其他方签订合同的业主，主要承包商，承包商或其代理人。Erector - The entity accepting the overall responsibility for providing the services and materials required to fulfill the requirements of this Specification.安装方 - 为完成该技术规格书要求，全面负责提供服务与材料的企业实体。Engineers - The Westinghouse Consortium, comprised of Westinghouse Electric Corporation and Stone & Webster International, Inc. (SWI), a Massachusetts corporation, or its duly authorized agencies restricted to the performance of the particular duties entrusted to them by the Purchaser and Owners. 设计方 西屋联队，由西屋电气公司和斯通&韦伯斯特国际公司(SWI)组成，或受采购方和业主委托，完成特定委托任务的SWI授权代理机构。Owner - The AP1000 Nuclear Power Company Owner and their duly authorized agencies and/or representatives.业主 - AP1000核电公司业主和其授权机构和/或代表。Approved - This word, when applied by the Engineers to the Erectors drawings or documents, means that the drawings or documents are satisfactory in that the Engineers have not observed any statement or feature that appears to deviate from the requirements. The Fabricator shall retain the entire responsibility for complete conformance with all of the requirements. Written approval will be provided by electronic or conventional means.批准 - 设计方在制作方的图纸或文件中使用该词时，意味着该图纸或文件符合要求，设计方尚未发现任何偏离要求的陈述或特征。制作方应完全符合所有要求。书面批准将通过电子或传统形式提供。Approved These words, when applied by the Engineers to the Erectors documents,As Revised - mean that the documents are approved as defined above except that the changes shown are necessary to be in conformance with the requirements. Written approval and descriptions of the required changes will be provided by electronic or conventional means. On the basis that the Erector shall retain the entire responsibility for compliance with all of the requirements, the Erector shall either:修改后批准- 设计方在安装方的图纸或文件中使用该词时，意味着该图纸如上所述已被批准，除了有必要进行适当变更以与要求相符。书面批准及要求的变更内容将以电子或传统方式提供。制作方为了完全符合要求，应：a. Incorporate the changes into its document and resubmit to the Engineers, or将变更的部分加入文件再提交给设计方。或者b. Inform the Engineers that the changes cannot be made without prejudice to the Erectors responsibility under warranty, and resubmit with full explanation of the reasons therefore.在不影响制作方责任的情况下告知设计方不能进行变更，并重新提交充分的理由。Performance An activity to determine, through investigation, the adequacy of, andAudit - adherence to, established procedures, instructions, codes, and this specification and other applicable contractual and licensing requirements, the effectiveness of implementation. The Owner shall audit on a regular basis the Erectors inspection reports, testing reports, and corrective actions documentation providing evidence that the requirements of this specification have been met.审查- 通过调查验证是否符合现有的程序，指导书，规范，该技术规格书及其他相关的合同及法规要求，以及实施的有效性。业主应定期审查制作方的检查报告，测试报告，及纠正行为文件资料，这些资料可证明该技术规格书的要求得到满足。E&DCR - Engineering and Design Coordination Report - a standard form used by the Engineers to initiate changes to this Specification. E&DCR- 工程设计协调报告设计方对该技术规格书发起变更时使用的一种标准格式。 Engineers Field Inspector Representative of the Engineers Site Engineering Organization设计方现场检查员- 设计方SEO（现场设计机构）代表Owners Representative of the Owner responsible for verifying Quality AssuranceField (QC) aspects of the Erector.Inspector 业主现场检查员- 业主代表，负责验证制作方质保方面事宜。2.0 SCOPE 范围This specification describes the technical and quality assurance requirements for the receipt, storage, handling, erection, assembly, and field inspection of structural and miscellaneous steel, structural steel assemblies, handrail, ladders, stairs, checkered floor plate, metal floor grating and metal deck for structures shown on the design drawings. 该技术规格书描述了钢结构、零星钢、钢结构装配、扶手、梯子、楼梯、花纹底板、金属钢格栅、金属盖板的接收、储存、加工、安装、装配及现场检查的技术和质量保证要求，这些构件用于构成设计图纸上的结构。The Erector shall furnish labor, equipment, materials, and services to facilitate receipt, handling, erection, assembly, and field inspection of the shop fabricated structural steel items and assemblies delivered to the jobsite, and including those fabricated at the job site, if any, of the following structures:安装方应提供劳力、设备、材料及服务，以促进车间预制钢结构构件及运往现场的组件（包括在现场制作的组件）的接收、搬运、安装、装配及现场检查，包括的构件如下： All steel building frames, bracings and assemblies including gusset plates, steel sections and plates for connections, column base plates and cap plates.所有的钢建筑框架、支撑及组件，包括：角撑板、钢部件、连接板、柱基板和顶板。Steel frames for grating and checkered plate platforms. 栅栏和花纹板平台的钢架.Stairways including but not limited to, metal pan stair treads, nosings, stringers, steel handrail, safety gates, safety chains, metal pan landings, hangers, and bracing. Holes for attachment of stair treads shall be provided in stair stringers by the Fabricator.楼梯，包括但不限于：楼梯金属盘踏步，踏步前缘, 楼梯斜梁，管式栏杆/扶手，安全门，安全链，金属盘平台，吊架，和支撑。安装方应在楼梯斜梁处预留楼梯踏步上的孔（用于连接部件）。Roof purlins, wall girts, and sag rods. 屋顶桁条、墙檐梁及吊杆。Crane girders, crane rails and crane stops including hold down clips, joint bars and fasteners in accordance with requirements for the type of rail furnished.轨道类型应与起重机梁、起重机导轨和起重机挡块，包括压紧夹、连接板和紧固件配套。Elevator frames. 电梯架Structural steel for equipment, HVAC ductwork, and pipe supports设备，HVAC（暖通）风管和管道支架所需钢结构Steel ladders and safety cages, including associated connection members and plates.钢梯及安全吊笼，包括相关的连接部件和金属板All lifting beams, monorails, material handling system, and related components attached to steel frames. 所有起重横梁，单轨道，材料吊运/装载系统，以及连接到钢框架上的相关部件。Miscellaneous steel plates including checkered plates, grating, flashing plates, and plates attached to or welded to structural steel frames. 各种钢板，包括花纹钢板，栅板，挡水板，以及连接到或焊接到钢结构框架上的板。Bolts, washers, nuts, and direct tension indicators, where applicable, for all shop and field connections (provided by the Fabricator).所有车间及现场连接所需螺栓，垫圈，螺母，和直接拉力显示器（DTI） (由制造方提供)。Shop weld filler metal. 车间焊接填充金属Miscellaneous steel not mentioned in this Specification nor shown in the Engineers Drawings but required to complete the structures within the project per approved shop drawings (e.g. through RFI, Field Instruction, Change Order, Variation Order).该技术规格书中未提及的或设计方图纸未表示的，但是根据经批准的安装图，为完成各种结构所需的零星钢（例如通过RFI，现场说明，变更单，工程变更通知单）。Shop painting or galvanizing where required as indicated on the drawings or specified herein or in the Project Specification for Steel Coating, APP-SX01-Z0-001.如有要求，安装方应按图纸所示或该文规定，或钢涂层技术规格书APP-SX01-Z0-001的要求进行车间喷漆或镀锌。It is noted that all anchor bolts, sleeves, nuts, and washers, and miscellaneous steel which are to be set in the concrete and masonry shall be provided under Embedded and Miscellaneous Steel Specification no. APP-SS01-Z0-003.需要说明的是，所有安装在混凝土和砌筑结构中的锚固螺栓，套筒，螺母，垫圈及零星钢应符合技术规格书APP-SS01-Z0-003“预埋钢和零星钢”的要求。Floor and roof deck sheets which are to be erected shall be provided under Furnishing of Steel Decking and Stay-in-Place Forms Specification APP-SS01-Z0-004。待安装的楼板和屋顶板的供应应满足钢盖板和免拆模板的供应规范APP-SS01-Z0-004。In addition, field touch-up of painted and galvanized steel surfaces is by the owner in accordance with APP-G1-AX-001.此外，根据APP-G1-AX-001的要求，业主应负责喷涂表面和镀锌钢表面的现场润色。3.0 APPLICABLE DOCUMENTS 应用文件The engineering, design, and erection of the structural steel shall comply with the references listed below to the extent listed in this specification, noting that some specific requirements of this specification may be more stringent, and must also be complied with. The issue of a document to be used shall be that in effect as of the date of the contract, unless a specific issue is stated herein.钢结构的技术、设计和安装都应符合如下所列参考文件以及本规格书中规定的要求，请注意，本规格书中的某些具体要求可能更加苛刻，但必须遵守。待使用文件的发布生效日期，应是合同签订的日期，除非在此处有特殊发布声明。If there is, or seems to be, a conflict between this specification and a referenced document, the matter shall be referred to the Engineers.如果在技术规格书和引用文件间存在矛盾，应报告给设计方。American Institute of Steel Construction 美国钢结构协会AISC 303-05 Code of Standard Practice for Steel Buildings and Bridges 建筑与桥梁钢结构应用标准法规AISC 325-05 Steel Construction Manual, Thirteenth Edition 钢结构施工手册，第十三版AISC 326-02 Detailing for Steel Construction, Second Edition 钢结构施工细节设计，第二版AISC 341-05 & 341s1-05 Seismic Provisions for Structural Steel Buildings IncludingSupplement No. 1钢结构建筑抗震规范包括附录一AISC 360-05 Specification for Structural Steel Building 钢结构建筑技术规格书AISC N690-06 Specification for Safety-Related Steel Structures forNuclear Facilities核设备的核安全相关钢结构技术规格书AISC QC010 Quality Manual Guideline 质量手册American National Standards Institute美国国家标准协会ANSI Z49.1:2005 Safety in Welding, Cutting, and Allied ProcessesANSI ANS 51.1-1983 Nuclear Safety Criteria for the Design of StationaryPressurized Water Reactor PlantsANSI N101.4 Quality Assurance for Protective Coatings Applied toNuclear FacilitiesAmerican Society of Mechanical Engineers美国机械工程师协会ASME NQA-1-1994 Quality Assurance Requirements for Nuclear Facility Application核设备应用质保要求American Society for Testing and Materials美国测试及材料协会ASTM A6/A6M - 07 Standard Specification for General Requirements forRolled Steel Bars, Plate, Shapes, and Sheet PilingASTM A36/A36M - 05 Standard Specification for Carbon Structural SteelASTM A53/A53M - 07 Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and SeamlessASTM A108 - 07 Standard Specification for Steel Bar, Carbon and Alloy,Cold-FinishedASTM A123/A123M - 02 Standard Specification for Zinc (Hot-Dip Galvanized)Coatings on Iron and Steel ProductsASTM A143/A143M-07 Standard Practice for Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting EmbrittlementASTM A153/A153M 05 Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareASTM A193/A193M 07 Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High Temperature or High Pressure Service and Other Special Purpose ApplicationsASTM A194/A194M 07b Standard Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or BothASTM A276 08 Standard Specification for Stainless Steel Bars and ShapesASTM A307 07b Standard Specification for Carbon Steel Bolts and Studs,60000 PSI Tensile StrengthASTM A325 07a Standard Specification for Structural Bolts, Steel, HeatTreated, 120/105 ksi Minimum Tensile StrengthASTM A384 - 07 Standard Practice for Safeguarding Against Warpage andDistortion During Hot-Dip Galvanizing of Steel AssembliesASTM A385-05 Standard Practice for Providing High-Quality ZincCoatings