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AP1000 design specification AP1000 Éè¼Æ¹æ·¶ Stone & Webster, INC 100
technology center drive Stoughton, MA 02072 AP1000 design specification Revision 1 Page 1 of 49 Assigned to Open items no. SWI, inc ¿ª¿ÚÏî AP1000¼¼Êõ¹æ¸ñÊé±àºÅ°æ´Î 1 Ò³Êý 43 ίÍÐ APP-SS01-Z0-002 Alternate number ±¸·ÝÎļþ±àÂë: REV. ÐÞ¶©°æ Equipment: É豸 Erection of Structural Steel ¸Ö½á¹¹°²×° Shop order/ wbs: ¹¤×÷·ÖÀàϸĿ£º System: ϵͳ P.E. certification רҵ¹¤³Ìʦ¼ø¶¨ P.E./date ÈÕÆÚ Electronic filename Electronic file format µç×ÓÎļþÃû µç×ÓÎļþ¸ñʽ APP-SS01-Z0-002 Rev1.doc Microsoft word 2003,SP2 DCP#REV. incorporated ¶Ô¸ÃÎļþµÄ±ä¸ü½¨Ò飺 Electronic file description µç×ÓÎļþÃèÊö Design specification for erection of structural steel ¸Ö½á¹¹°²×°Éè¼Æ¹æ·¶ 2009 Westinghouse electric company LLC and/or stone& Webster, INC. 2009 Î÷ÎÝµçÆø¹«Ë¾ LLCºÍ/»òʯ࣬INC Westinghouse proprietary class 2 and/or stone &Webster confidential and proprietary Î÷ÎÝרÀû2¼¶ºÍ/»òʯΰ»úÃÜÎļþºÍרÀû 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 tran smitted 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. ±¾Îļþ°æÈ¨¹éÎ÷ÎÝµçÆø¹«Ë¾ºÍ/»òÆä·Ö°üÉ̺͹©Ó¦ÉÌËùÓУ¬Îļþ°üº¬¸Ã¹«Ë¾×¨ÀûÐÅÏ¢¡£»ùÓÚ¶Ô¹ó·½µÄÐÅÈΣ¬½«Îļþת·¢¹ó´¦£¬¹ó·½Ó¦Ñϸñ°´ÕÕÐÒéÉϵÄÌõ¿îºÍ¹æ¶¨Ê¹ÓøÃÎļþ¡£ QA category I, class NSR(nuclear safety related) Öʱ£µÈ¼¶I£¬NSR·ÖÀࣨÓëºË°²È«Ïà¹Ø£© Originator(s) Æð²ÝÈË Signature/date M.Seniwongse Ç©×Ö/ÈÕÆÚ reviewer(s)ÆÀÉóÈË Signature/date P.Smith Ç©Ãû/ÈÕÆÚ Responsible Functional Manager Signature/date ÔðÈÎÖ°ÄܾÀí Ç©Ãû/ÈÕÆÚ W.J.Pananos Verifier(S) У¶ÔÔ± R.Widen Signature/date Ç©Ãû/ÈÕÆÚ Verification method independent review ÑéÖ¤·½·¨£º¶ÀÁ¢ÆÀÉó Quality assurance Signature/date Öʱ£²¿ Ç©Ãû/ÈÕÆÚ K.Fahey **plant applicability ÊÊÓõçÕ¾ all AP1000 plants except: none ËùÓÐAP1000µçÕ¾ ¡õOnly the following plants ½öÏÂÁк˵çÕ¾: Applicability review** Signature/date ÊÊÓÃÐÔÆÀÉó£º Ç©Ãû/ÈÕÆÚ C.Metcalfe Responsible manager Signature/date ÔðÈξÀí£º Ç©Ãû/ÈÕÆÚ M.Scanlon * 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.
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Number: ±àÂë APP-SS01-Z0-002 ISSUE DATE: ·¢²¼ÈÕÆÚ Revision 1°æ
Design specification
For
Erection of Structural Steel ¸Ö½á¹¹°²×°¼¼Êõ¹æ·¶ ÖйúAP1000ÏîÄ¿
Approval Åú×¼ date ÈÕÆÚ
Prepared by񅙒: M.Seniwongse Lead discipline engineer
Ö÷µ¼¿ÆÄ¿¹¤³Ìʦ: W. Pananos Design verifier (safety related)
Éè¼ÆÉóºË£¨ÓëºË°²È«Ïà¹Ø£© P.Widen Discipline chief engineer/specialist
¿ÆÄ¿×ܹ¤³Ìʦ/ר¼Ò: P.Smith Construction¹¤³Ì²¿: R.Macleod Quality assuranceÖʱ£²¿: K.Fahey Procurement²É¹º²¿: N/A Project engineerÏîÄ¿¾Àí: M.Scanlon
QA Category I, II,III(NSR, RTNSS, NNS) Öʱ£µÈ¼¶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 ¨Dwork for hire¡¬.
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±ä¸ü¼Ç¼ Date Rev Change Pages affected ÈÕÆÚ °æ´Î ±ä¸ü ÊÜÓ°ÏìµÄÒ³Âë 9/4/08 0 Contract deliverable: CFC issues None ºÏͬ½»¸¶ÏCFC°æ ÎÞ 8/20/2009 1 Contract deliverable: CFC issues 6,10-14,17,34,40ºÏͬ½»¸¶ÏCFC°æ ,41-43 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 ÐÞ¶©ÁË1.0½ÚµÄ¶¨Ò壬ÐÞ¶©ÁË2.0ÒÔ³ÎÇåδ°üÀ¨µÄ¹¤×÷£¬ÔöÌíÁË3.0µÄ²Î¿¼×ÊÁÏ£¬ÐÞ¶©ÁË4.0Öеļ¼ÊõÒªÇó£¬ÐÞ¶©ÁË5.0 QA²¿·Ö¡£ºÏ²¢ÁË3.0ÖÐE&DCR-SWI-C-045£»ºÏ²¢ÁË4.5.9ÖÐE&DCR-SWI-C-045¡£ÔöÌíÁ˸½Â¼AºÍB±í¸ñ¡£ See cover page Incorporated 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 2000 8.12 8.13
TABLE OF CONTENTS
Ŀ¼
ERECTION OF STRUCTURAL STEEL ¸Ö½á¹¹°²×°¼¼Êõ¹æ¸ñÊé 1.0 DEFINITIONS ¶¨Òå 2.0 SCOPE ·¶Î§
3.0 APPLICABLE DOCUMENTS ÊÊÓÃÎļþ 4.0 REQUIREMENTS ÒªÇó 4.1 Project Type ÏîÄ¿ÀàÐÍ 4.2 Extent of the Work ¹¤×÷·¶Î§ 4.3 Technical Requirements ¼¼ÊõÒªÇó
4.3.1 Qualifications of Erector °²×°·½×ʸñÈÏÖ¤ 4.3.2 Prequalification of Erectors °²×°·½×ʸñÔ¤Éó 4.3.3 Materials ²ÄÁÏ
4.3.4 Shop and Erection Drawings by Purchaser or Fabricator
¹ºÂò·½»òÖÆÔì·½ÌṩµÄ¼Ó¹¤Í¼¼°°²×°Í¼ 4.4 CONSTRUCTION MANAGEMENT Ê©¹¤¹ÜÀí 4.4.1 Coordination Meetings е÷»áÒé
4.4.2 Critical Path Method and Progress Report ¹Ø¼ü·¾¶·½·¨ºÍ½ø¶È±¨¸æ 4.4.3 Safety Requirements °²È«ÒªÇó
4.4.4 Assembly Lift Plan by Erector °²×°·½Öƶ¨µÄ×é¼þµõ×°·½°¸ 4.4.5 Site Condition Coordination with Fabricator ÓëÖÆÔìÕßе÷ÏÖ³¡Ìõ¼þ 4.4.6 Receiving, Inspection and Storage ½ÓÊÕ£¬¼ì²éºÍ´æ´¢ 4.4.7 Pre-Erection Activities Ô¤°²×°´¦Àí 4.5 ERECTION °²×° 4.5.1 General ¸ÅÊö
4.5.2 Structural Stability During Erection °²×°¹ý³ÌÖеĽṹÎȶ¨ÐÔ 4.5.3 Base Plates µ×°å
4.5.4 Grouting of Base Plates µ×°å¹à½¬ 4.5.5 Field Connections ÏÖ³¡Á¬½Ó
4.5.6 High Strength Bolts ¸ßÇ¿¶ÈÂÝ˨ 4.5.6.1 General ¸ÅÊö
4.5.6.2 Tension Measuring Device ÕÅÁ¦²â¶¨ÒÇ 4.5.6.3 Use of Washers µæÈ¦µÄʹÓÃ
4.5.6.4 Tightening of High Strength Bolts ¸ßÇ¿¶ÈÂÝ˨µÄ¹Ì¶¨ 4.5.6.5 Inspection of Bolt and Bolt Installation ÂÝ˨¼ì²é¼°°²×° 4.5.7 Structural Bolts ½á¹¹ÂÝ˨ 4.5.8 Welded Connections º¸½ÓÁ¬½Ó 4.5.9 Inspection of Welds º¸·ì¼ì²é 4.5.10 Correction of Errors УÕýÎó²î
4.5.11 Erection Alignment of Structures ½á¹¹°²×°¶¨Î»
4.5.12 Deferred Erection Due to Other Trades ÆäËûÔÒòµ¼Öµİ²×°ÑÓÆÚ 4.6 ERECTION OF STEEL JOISTS ¸ÖÍÐÁº°²×° 4.7 ERECTION OF FLOOR PLATE Â¥°å°²×°
4.8 ERECTION OF METAL FLOOR GRATING ½ðÊôÂ¥°åÕ¤À¸µÄ°²×° 4.9 BANDING À¦°ó
4.10 STEEL DECKING FOR FLOORS AND ROOFS
ÓÃÓÚÂ¥²ã¼°Îݶ¥µÄ¸Ö¸Ç°å 4.11 SHEAR CONNECTORS ¿¹¼ôÁ¬½Ó
4.12 ERECTION OF STEEL STAIRS ¸ÖÂ¥Ìݵݲװ
4.13 ERECTION OF STEEL HANDRAILS AND POSTS ¸ÖÀ¸¸ËºÍÖù×ӵݲװ 4.14 ERECTION OF MISCELLANEOUS STRUCTURAL STEEL
ÁãÐǸֽṹµÄ°²×°
4.15 PROTECTIVE COATINGS ±£»¤²ã
4.16 AS-BUILT DRAWINGS, FINAL INSPECTION AND CERTIFICATE ¿¢¹¤Í¼Ö½£¬ÖÕ¼ìºÍ¿¢¹¤Ö¤Ã÷
4.17 Bridge Crane Runway Rain Erection Requirement 5.0 QUALITY ASSURANCE ÖÊÁ¿±£Ö¤
APPENDIX A SAMPLE TEST, INSPECTION, AND DOCUMENTATION FORM ¸½Â¼A ÑùÆ·ÊÔÑé¡¢¼ì²éºÍÎļþ±í