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1、 范文范例 精心整理BIssue for ApprovalAIssue for ApprovalREV.DESCRIPTIONDATEDESIGNED BYCHECKED BYREVIEWED BYAPPROVED BYOWNERVIETNAM ELECTRICITYTHERMAL POWER PROJECT MANAGEMENT BOARD 3CONSULTANTPOWER ENGINEERING CONSULTING JOINT STOCK COMPANY 3CONTRACTORTHE CONSORTIUM OF CHENGDA-DEC-SWEPDI-ZEPCSUBCONTRACTORZH
2、EJIANG THERMAL POWER CONSTRUCTION COMPANYPROJECT:DUYEN HAI 3 THERMAL POWER PLANT PROJECTCONTRACT NO:DH3-05082011DOCUMENT NAME:Working Plan for Main House ExcavationPROJECT CONTROL NO.: DH3-31U-C-WP-0002REV: B Contents1 Project Overview12 Reference Standards and Codes13 Construction Preparation13.1 T
3、echnique Preparation13.2 Labor Power Preparation13.3 Machinery Preparation23.4 Material Preparation23.5 Working Surroundings Preparation23.6 Working Schedule24 Main Method & Technique Measures34.1 Construction Sequence & Methods34.2 Slope34.3 Steel pile44.4 Drainage of Foundation Pit64.5 Foundation
4、Pit Monitoring65 Quality Assurance Measures65.1 Organization chart of QA/QC65.2 Flow chart of quality problems treatment75.3 Specific measures86 Supplement of Guarantee Measures to the Schedule86.1 Establish a Strict Censorship for Construction Schedule86.2 Warranty the Supply of Materials & Outward
5、 Processing Components86.3 The Coordination Work Between Civil Engineering & Equipments Installation97 Safety & Civilized Construction98 Attachment Drawing118.1 Drawing of excavation for #1 main house118.2 Layout of Drainage measures for #1 main house foundation pit128.3 Steel Sheet piles survey poi
6、nts layout for #1 main house138.4 Survey Record for Foundation Pit148.5 Calculation for steel pile wall15 word完美格式Working Plan for Main House Excavation1 Project Overview Project Name：Duyen Hai 3 2x622MW Thermal Power Plant;The Owner: Power Generation Corporation 1The Consultant: Power Engineering C
7、onsulting Joint Stock Company 3Design Overview: The project of Vienam Duyen Hai 3 Power Plant is located in Duyen Hai, Tra Vinh Province. Which the foundation is located on mud layer or sea sand layer. Raw geographical elevation is -2.37m, and underground water level is -3.8m.Main house of #1 unit i
8、ncludes Turbine house and bunker bay, axis AD is 52.6m, axis 09 is 91m. The excavation cushion bottom elevation for foundation of main house are -4.1m、-5.1m、-6.1m、-8.4m, the excavation cushion bottom elevation for turbine house foundation is 9.4m, the bunker bay cushion bottom elevation is -6.1m.As
9、for elevation of some foundation is below underground water level, and excavation is deep, it is required to stress on dewatering for deep foundation pit and slop reinforcement to ensure the safety construction.2 Reference Standards and Codes Unified Standard for Constructional Quality Acceptance of
10、 Building Engineering（GB 50300-2001） Code for Acceptance of Constructional Quality of Building Foundation (GB 502022002) Code for Engineering Surveying（GB 50026-2007）3 Construction Preparation3.1 Technique PreparationPrepare, review and approve method statement in accordance with procedures.Prepare
11、ITP in accordance with acceptance standard.Prepare construction start report, reviewed and approved by related departments.Organize related personnel for drawing joint review and technique enclosure, making record and archive.Before start work, perform technique and safety enclosure for constructors
12、.Complete site horizontal control network and leveling point monitoring work according to the surveying control point supplied by construction unit. 3.2 Labor Power PreparationLabor required by this project is as following table:S.N.Type of workQuantityS.N.Type of workQuantity1Site management staff2
13、7Excavator driver42HSE Personnel18Piling machine driver23QC Inspector19Other staff154Electrician25Surveyor46Truck driver163.3 Machinery PreparationMachinery and equipments by this project is as following table:S.N.NameTypeQuantity (unit)Remarks1Loader12Hydraulic excavator23Submersible pump2.2kw174Du
14、mp truck85LevelATO 3216Total StationNTS 312R+17Piling MachineType 4501For steel sheet piling work3.4 Material PreparationPlastic film：4000 m2；Sand bag：600 m；Scaffoldings：7 t；Fastening：1000 pieces；Water pipes：700m；12m steel sheet piles：160 pieces.All above material shall be traced in the whole construction process, and added if found not enough.3.5 Working Surroundings PreparationWater: lead from Phase 3 steel factory water pipes;Electricity: lead from II cabinet located in the southwest of phase 3 #1 boilerRoad: a concrete road used for transportation loc
