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香港国际机场项目吊装方案

Contract No.Method StatementDocument Ref. No.:Document Title:`Reviewed By S/C’s DHK Internal Review PreparedBy SafetyRep(ForSI Only)QARep(ForQASIOnly)Reviewed & Endorsed ByDHK InternalApprovalExternalReview andApprovalCOMPANY NAME POSITION SIGNATURE DA TEDOCUMENT STATUSDetail of ReviewRevision Rev. Date Sections Amendment Source And /Or DetailStatus of Page RevisionPage No A B C Page No A B CContentsItem Description Page No CoverDocument StatusContentsPreliminariesSECTION 1-GENERAL1.IntroductionSECTION 2- MAJOR CONSTRUCTION1. General2. General Construction Sequence3. Access/ Transportation4. Site Condition At Erection Point5. Height Restriction6. Hoisting Method7. Stability Check8. Working Platforms / Safety AccessSECTION3- METNOD / CONSTRUCTION / INSTALLATIONSEQUENCE1. Preliminary Works2. Survey Check3. Adjustment4. Installation Procedure (Column/ Beam At East Concourse&MPH)SECTION4-INSPECTION AND TESTING1. Inspection And Test Plan2. TWC and CE Checking RequirementSECTION 5-SAFETY, RISK ASSESSMENT & ENVIRONMENTAL1. Safety2. Risk Assessment3. Environmental Management PlanAPPENDIXAppendix 1Appendix 2Appendix 3Appendix 4Appendix 5Appendix 6Appendix 7Appendix 8Appendix 9Appendix 10Appendix 11Appendix 12PreliminariesColumn &beam erection method statement reviewI have completed a review of this column & beam erection method statement and recommend it for use on the erection of the structural steelwork for the international exhibition center at Hong Kong Airports.Project engineerColumn & beam erection method statement approvalI approve this column & beam erection method statement and recommend it for use on the erection of the structural steelwork for the international exhibition center at Hong Kong Airports.Deputy project mangagerDistributionDHKFileReferences:a.ISO 9001:2000SECTION 1 – GENERAL1.Introduction1.1 has been awarded the sub-contract to fabricate, deliver and erect approximately tons for structural steelwork for . this method statement for “column & beam erection “particularly explains the installation procedures for Columns & Beams Erection in the East Concourse and Multi-Purpose Hall.我方为项目的钢构加工、运输和安装分包。

本文为东部广场及综合大厅的梁柱安装程序的施工组织设计。

SECTION 2- MAJOR CONSTRUCTION CONSIDERATIONS 主要施工设想1.General一般1.1 an organization chart identifying all key personnel is at appendix 1. the dutiesof all key personnel shall refer to project quality plan.主要人员的组织设计机构图见附录1,各主要人员的职责参见项目质量计划。

1.2the works described in this method statement includes the preliminary works,general steel columns and beams in the east concourse and multi-purpose hall. A general site plan identifying all relevant work areas is at appendix 2.本施工组织设计的工作描述包括东部广场及综合大厅主要钢柱及钢梁的准备工作。

现场平面图见附录2。

1.3The construction sequences stated in this document outline a general idea for theerection sequence for different structural elements. These sequences are based on the sub-contract master programmer but the actual construction sequences are subject to amend according to the actual site situation.本文中的施工程序概括了不同钢构的安装工序。

此安装程序是基于分包程序要求,但也可按现场实际情况做相应调整。

1.4Documents related to this method statement are as follows:相关文件包括:a.permanent formwork installation method statement for structural steelworkRef: IEC/ST02/MS/ST/GE/0014钢结构永久性框架的安装计划b.method statement of HSFG bolt fixing高强握力螺栓装配计划c.method statement for fire protection plaster防火喷涂的施工计划d.method statement for in tumescent paint膨胀油漆的施工组织设计e.painting method statement for structural steelwork钢构油漆施工组织设计f.transportation method statement for structural steelwork钢构运输的施工组织设计g.design calculation for column stability analysis柱稳定性分析的设计计算h.design calculation for lifting eye吊眼的设计计算2.General Construction Sequence主要施工工序2.1 the general construction sequence is scheduled according to the sub-contractmaster programmer; however, the construction sequences are subject to amend depending on the actual site situation.主要施工工序按总包计划安装,但也可按现场实际情况进行调整。

2.2in accordance with the contract master programmer, the columns and beams willbe erected at the east concourse (grid k-m) first followed by the remaining members in the multi-purpose hall. The key plans and section drawings showing the major installation elements are at appendix 4.柱、梁的安装按总包计划进行安装,主要平面图及截面图见附录4。

3. Access/ Transportation通道/运输3.1for the general method for delivering columns and beams refer to thetransportation method statement for structural steelwork ref到场柱、梁运输主要计划见。

3.2access for material delivery and carnage mobilization within site boundary shallbe made available by when reqest.根据要求材料及机具运输进场通道按现场情况分布。

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