施工组织设计中英文对照
[上海]工业厂房中英文对照施工组织设计(土建、水电安装
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[上海]工业厂房中英文对照施工组织设计施工组织设计中建四局第五建筑工程有限公司China Construction Fourth Bureau Fifth Engineering Division Co.,Ltd目录Index第1部分施工组织设计总说明 .......错误!未定义书签。
1.1工程概况Generals (268)1.1.1项目情况Condition (268)1.1.2建筑结构概况General of Building Structure ................ 错误!未定义书签。
1.1.3地质情况Geological Condition ................................... 错误!未定义书签。
1.1.4水纹及周围道路情况Water wave and peripheral road and undergroundpipelines ........................................................................... 错误!未定义书签。
1.1.5安全文明施工目标Safety and civilized construction objectives错误!未定义书签。
1.1.6工程特点、难点及对策Project difficulty and countermeasure错误!未定义书签。
1.2工程目标Project Objective (268)1.2.1质量目标Quality Objective (268)1.2.2工期目标Schedule Objective (268)1.2.3安全、文明施工目标Safety, Civilized Construction Goal (269)1.3施工大型机械的配备 (269)Preparation of large equipment for construction (269)1.4工程施工设想Construction Consideration (270)1.5编制依据Reference (270)第2部分施工进度计划 (272)2.1进度计划编制说明Description of Schedule Preparation (272)2.2施工流水段划分 (272)Division of Streamlined Construction Section (272)2.2.1施工流水段划分的原则Principle of the Division of StreamlinedConstruction Section (272)2.2.2 流水段划分 Division of Streamlined Section (273)2.3 施工总进度计划 General Construction Schedule (273)2.3.1 总工期安排 General Schedule Arrangement (273)2.3.2主要节点工期 Key Milestone Dates ............................................................ 273 2.4施工进度计划表 Construction Schedule ................................................. 274 2.5 工期保证措施 Measures to Guarantee Schedule Time .. (274)2.5.1 进度目标体系的要求 Requirement of Progress Objective System (274)2.5.2成立工期保证领导班子 Establishment of Leading Team to GuaranteeScheduled Time ............................................................................................. 275 2.5.3 设备的保障 Equipment Guarantee .............................................................. 276 第3部分施工机械配备 ............. 错误!未定义书签。
(完整版)施工组织设计(中英文对照)

目录Contents一、编制说明Explanation to the Compilation (2)二、工程概况Project Profile (6)三、施工准备Preparations for the Commencement (9)四、项目组织管理机构The Project Administration Organization (14)五、土建部分主要施工方法The Main Construction Method for the Civil Work (21)六、装饰装修工程主要施工方法The Main Construction Method for Finishing Work (45)七、安装部分主要施工方法Main working plan for installation (52)八、季节性施工措施Working plan for seasonality (64)九、质量保证措施Quality guarantee measurement (67)十、工期保证措施The steps for time limitation guarantee (72)十一、安全生产措施Security Production Measurement (75)十二、现场文明施工措施Field civilization working measures (85)十四、工程资料的整理及归档project material settling and filing (89)十五、工程回访维修制度Project revisit repair system (90)十六、施工总平面布置图The layout of the jobsite (91)十七、形象进度计划表Schedule Chart (93)附图:施工现场平面布置图附表:总的施工进度计划表一、编制说明Explanation to the Compilation1.1综合说明Comprehensive Explanations首先,我们诚恳地表示:我们将全心全意为业主服务,服从业主、监理的管理,和设计单位、各分包单位一起共同完成本项目的建设任务。
中英文对照施工方案

中英文对照施工方案目录Contentsﻫ1. 工程概况Generalﻫ2. 编制依据 Referencesﻫ3. 施工顺序 Construction Sequence4. 施工方法Construction Method5. 安全与环境保护施工措施 HSE6. 劳动力计划 Manpower Mob. Scheduleﻫ7. 机具计划Equipment/Tools Mob. Scheduleﻫ8. 施工作业计划Construction Schedule1. 工程概况General该项目为珠海PTA二期工程,本方案主要是为PTA二期变电所结构而编制的施工技术措施。
主体结构三层钢筋砼框架,局部为二层钢筋砼框架结构,变压器区域采用钢筋砼墙体。
ﻫThis method statement is compiledto describe the substationstructu re construction method of Zhuhai PTANo.2Project,which major structure is three-layerreinforced concreteframe and partial structureis two-layer reinforced concreteframe and transformer area isreinforced co ncrete wall.ﻫ2.编制依据Referencesﻫ2.1. 施工图纸Construction Drawing2.2工程测量规范Cos REV.2 6092-BCO.01-DW-1741-01to25 ﻫde for EngineeringSurveying GB50026-932.3 混凝土结构工程施工质量验收规范ﻫCode for Quality Acceptance for Con crete Structure GB50204-20022.4 混凝土泵送技术规程2.5建筑Technical Codes for Concrete Casting by Concrete Pump JGJ/T10-95ﻫ工程施工质量验收统一标准ﻫ Unified Standard forConstruction Quality Acceptance of Construction GB50300-20012.6钢筋焊接及验收规程ﻫ Code for Acceptance of Re-bar Welding JGJ18-2003ﻫ2.7建筑施工高处作业安全技术规范ﻫSafety Technical Code for Work atHeightDuring Construction JGJ80-912.8 施工现场临时用电安全技术规范ﻫElectricity SafetyTechnical Codefor Temporary Power Supply on Construction Site JGJ46-88ﻫ2.9混凝土强度检验评定标准ﻫAssessment and Acceptance for ConcreteStrength GBJ107-87ﻫ3. 施工顺序Construction Sequence4. 施工方法Construction Method4.1.1框架外的双排脚手架由架业公司搭设。
施工组织设计英文版

CONTENTS1.SCOPE ----------------------------------------------------------------------12.BASIS--------------------------------------------------------------------- --13.PROJECT DESCRIPTION-----------------------------------------------14.ENVIRONMENT OF FIELD CONSTRUCTION--------------------25.CONSTRUCTION PERIOD AND FIELD CONSTRUCTION-----26.RETEST OF BASE--------------------------------------------------------27.STEEL ELEMENTS ENTERING SITE AND ACCEPTANCE-----28.ERECTION PLAN OF DOOR TYPE STRCTURE STEEL---------29.ERECTION PLAN OF GRID STRUCTURE--------------------------410.FIELD WELDING---------------------------------------------------------411.FIELD PATCHING-UP----------------------------------------------------512.MIDDLE STRUCTURE ACCEPTANCE------------------------------513.INSTALLATION PLAN OF CLADDING SYSTEM-----------------5PLETION ACCEPTANCE-----------------------------------------615.CONSTRUCTION OVERALL ARRANGEMENT-------------------716.QUALITY GUARANTEE SYSTEM-----------------------------------817.QUALITY GUARANTEE MEASUREMENT------------------------918.QUALITY CONTROL AND GUARANTEE MEASUREMENTFOR SUBITEMS---------------------------------------------------------10 APPENDIX TABLE A: USING EQUIPMENT FORCONSTRUCTION--------------------------------------------------------------11 APPENDIX TABLE B: USING TOOL FOR CONSTRUCTION TABLEA--------------------------------------------------------------------------12 APPENDIX TABLE C:LABOR PLAN ARRANGEMENT TABLE----------------------------------------------------------------------------13 APPENDIX 1: FIELD GROUND PLANE DRAWING (WITH EXPLANATION)APPENDIX 2: CONSTRUCTION PROGRESS PLAN TABLE1.SCOPEThis construction management plan is written for the construction management of Yanbu petrochemical Complex U&O project plant building steel structure and it is the guiding document in the course of construction of this project.This construction management plan is only valid after being checked and approved.2.BASISContract2.1.1Buying contract for structure steel2.1.2Installment contract for structure steel2.2Drawing2.2.1Approved structure drawing by owner2.2.2Approved fabrication drawing by owner2.3References:2.3.1AWS D 1.1: 20002.3.2GB-50205-20012.3.3GB/T 50326-20062.3.4A01-S022.3.5B02-S012.3.6B02-S022.3.7ASTM2.3.8MANUAL OF HSE3Project Description3.1Introduction of Project3.1.1Project Name:YanBu petrochemical complex u&o project plantbuilding steel structure3.1.2 Project site: Yanbu of Saudi3.1.3 Project contents: light steel structure shop, grid3.1.4 Main structure: door type steel frame with part of second floor and grid3.1.5 Construction area: approximate 20600㎡3.2 Structure Description:3.2.1 Unit maintenance shop: axis:25m×25.6m;area:625㎡;cornice height:6m; roof panel:630㎡;wall panel:450㎡.3.2.2 Chemical warehouse: axis: 49.2m×92.4m;area:4546㎡;cornice height: 7.935; roof panel:4550㎡;wall panel:2200㎡.3.2.3 Central warehouse building(temporary dimension):axis:76.9m×64m; area:4921㎡;with high and low span(cornice of high span is 14.95m and cornice of low span is 7.95m); roof panel:4800㎡;wall panel:3100㎡3.2.4 Central maintenance building: projective axis of first floor:103m×64m; projective axis of second floor:103m×28.9m; area:6592㎡+2977㎡; cornice of primary shop:9.7m; cornice of secondary shop:7.95m; roof panel:6700㎡; wall panel:3100㎡3.2.5Grid 1(temporary): elevation of canopy top:9.2m; 42m×41m 1722㎡; top panel is polycarbonate lighting panel3.2.6 Grid 2(temporary): elevation of canopy top:8.2m; 26m×43m 1118㎡; top panel is polycarbonate lighting panel3.2.7 EPS sandwich panel will be used for the cladding of this project (temporary)4. Environment of field construction4.1 Field environment requirements:Jobsite is located in petrochemical industrial area of Yanbu economic and technical development district, residential area and office are separated from jobsite. Residential area is equipped with electricity and water facility, dormitory, office and canteen, jobsite is well equipped with safety facility.4.2 Requirements for construction condition:Base bolts of Unit maintenance shop, central maintenance shop and chemical warehouse will be completed before Feb.10,2007, backfilling is completed. Concrete cure will satisfy the strength requirement of erection and movement of 25T crane and 8T lift truck in jobsite. There should besufficient space to pile up steel elements.5. Construction period and field construction5.1 The overall construction period of this project is 60 days. If every shop is constructed separately, the construction period should be counted as 45 days for each shop.5.2 The construction order of each shop is: base retest→erection of steel column→erection of bea m→forming of frame uni t→installment of brace, purlin, wall beam and tie ro d→adjustment of structur e→acceptance of structur e→applying of claddin g→installment and adjustment of flashing plat e→complete acceptance6. Base Retest6.1 Base retest must be conveyed before the erection of structure.6.2 Base retest should be done after receiving of measuring data of base bolts.6.3 Base construction accuracy should the following requirements:6.3.1 Allowable tolerance for base top elevation is±3mm.6.3.2 Base flatness should be less than L/1000.6.3.3 Central deflection of anchor bolt should be less than 5mm.6.3.4 Central deflection of pre-punched hole is less than 10mm.7. Steel elements entering jobsite and Acceptance7.1 The first batch of steel elements are elements of chemical warehouse,central maintenance shop and unit maintenance shop; The second batch of steel elements are elements of central warehouse and grid. The erection and construction should conform to this plan.7.2 The steel elements of this project will be transported by sea so the long and big elements will be bulk and short and small members will be transported in container.7.3 Check the packing list when the steel members are transported to jobsite and check the number of members according to packing list and goods sending list. If there are any discrepancies in the number, check with goods-delivery company.7.4 convey visual inspection, if there are any problems such as paint dropping or deflection caused by transportation, report it in time.7.5 Apply for inspection for jobsite entering materials and provide relative test data and report. Full-scale acceptance should be done for configuration and dimension of steel members and submit handling plan for unqualified items.8 Erection plan of door type structure steel8.1 Requirements for jobsite equipmentsLift truck and truck crane will be used in this project. For central maintenance building, two 25T cranes will be used in the same time to promote efficiency and one 25T crane for the erection of other threebuilding. In erection, there should be good driving condition for crane and lift truck to move on jobsite. Assure that the ground is flat and has been tamped and the base is up to design strength before erection.8.2 Preparation before erection:Before erection, make sure that positioning axis, base axis and elevation, anchor bolt diameter and length have been checked and transfer acceptance has been conveyed. Check the number, diameter, bolt hole position and diameter and place of connection plate; mark erection central line of column top and bottom end and horizontal elevation in 1m high position of column; check all mark of steel column. Construction will be started only after it conforms to the requirements of design drawing and any rectifications such as incorrect horizontal position and incorrectly setting connection bolts should be submitted in written documents to owner and be approved by owner.8.3 Auxiliary preparation before the erection of steel column:Before the erection of steel column, rig, rope and falling-resistance machine should be fixed on the column and wind bracing rope should also be prepared according to specification.8.4 The erection and rectification of steel column:8.4.1 Use crane to erect the steel columns after they have been put in the right position. In order to promote the efficiency, in transportation, uselifting truck to put the steel column in the right position according to its axis. In laying the column, try to let the bundling point, central point of base column and foundation in the same circle.8.4.2 In erection, hoist should slowly erect the bundled column away from ground about 20cm and then stop; check the stability of cable and hoist, open rotating brake then put down column about 40-100mm from ground; aim at the base line, direct the hoist then insert the column into anchored bolt for temporary fixation. Hoist can only be removed from cable after the column has been preliminarily rectified and the verticality tolerance is within 20mm. The verticality of steel column should be checked by theodolites and rectify it if there is any tolerance. In rectification, notice whether there is any separation between the bottom of column and elevation backing plate and avoid any horizontal tolerance caused in the course of rectification.18.4.3 Two theodolites will be installed on the longitudinal and transverseaxis to vertically rectify and measure the column. First, aim at vertical flange of column base plate or central line then gradually aim above to the top of column, the deviation of central line from sight indicates that the column is not vertical and make it vertical by adjusting the tie rope or bracing as well as knocking the column. In the actual practice, rectification often happens after rows of columns have been erected and at that time install the two theodolites on one side of longitudinal and transverse axis, the deviation from central line should not be large than 2m. Re-rectification of steel column should be done in erecting roof frame or vertical steel elements.8.5 The erection and rectification of steel beam8.5.1 The main testing item in this project is verticality and it can be tested by hung ball. After test, the qualified roof frame should be fixed with high strength bolts.8.5.2 Moveable platform should be used in the connection of bolts and the installment of close joint plate to ensure the safety of working in high place.8.5.3 Moveable platform should be used to fixation and final tweak of high strength bolts.8.6 Installment of purlin and bracing system8.6.1 Purlin and bracing system should be helpful for the erection of steelstructure and cross operation should be taken.8.6.2 Pulley will be used in the installment of purlins and the installment requirements should be: bolts’hole should be aimed corrected and tweaking and fastening extent should be reasonable. According to the specification of purlin and using location, it should be put in the relative position of roof and wall by manual work using pulley and then be installed.8.6.3 Bracing should be installed in time according to relative requirements and installment location should be correct and up to design requirements; ensure the overall rigidity and stability of steel structure. 8.6.4 Wind bracing rope shall be installed to ensure the stability of frame and avoid instability caused by strong wind.8.7 Structure rectificationAfter erection, rectification of verticality and flatness between steel members should be conveyed in time. In order to ensure the installment position correctness of continuous steel members, column and horizontal bracing should be installed in time and these bracing also need rectification. When adjusting column bracing, lock one end and loose another and in the time column has been rectify to vertical, lock the bracing to a tense condition but avoid cause any damage to elements by locking too tensely. Adjust horizontal bracing using ridge point as thecentral point from eaves to roof ridge system and rectify roof beam to keep roof vertical. Anyway, lock the oblique bracing only after all elements have been rectified to vertical position.8.8 Set life lineSet life line in time after frame has been completed, for detail safety plan, see EHS.8.9 Installment of corner bracingOrdinary beam corner bracing should be connected from ground to roof beam and fixed to roof purlin with bolts after erection.8.10 The installment of tie rod and barAdjust the flatness of purlin in the time of installing tie rod and bar of wall and roof and rectify the deflection of purlin caused by transportation or piling up.8.11 The connection of high strength bolts8.11.1 Fastening order of joint bolt: fastening order in the same plane: fasten from middle to two ends.8.11.2 Construction order of high strength boltsUnless required by design, Inserting direction of high strength bolts should be based on the convenience of construction. Bolts around the frame should be fixed into the interior side of steel structure; bolts inside frame should be fixed according to specification. Fixing direction of highstrength bolts in the same joint should be uniform.8.12. Construction of high strength bolts8.12.1 The high strength bolts are large hex head high strength bolts and “torque method” will be taken as the construction method.8.12.2 Use torque wrench in the construction of high strength bolts and control torque strictly in the course of construction.8.12.3 Initial tweak and final tweak will be used in the tweaking of high strength bolts and the torque of initial tweak is 0.5 time of construction torque.8.12.4 The test for torque coefficient of high strength bolts should be taken before the construction of high strength bolts.8.12.5 Torque inspection of final tweak should be done within 48h after 1h later of the completion of final tweak of high strength heavy hex head bolts set.8.12.6 The calculation equation of torque value: construction torque value=torque coefficien t×standard construction pretension valu e×bolt nominal diameter8.12.7 Record in the course of tweaking9. Erection plan for grid structure9.1 construction preparation9.1.1 Scaffold shall be used in the erection of grid and the advantage of itis convenient and fast, the platform of scaffold can also be used for the materials piling platform.9.1.2 In order to control and rectify the coordinate position, four controlling point should be set for each grid.9.1.3 Tamp the area around temporary platform of spliced grid to ensure the stability of scaffold.9.1.4Scoring and positioning: position the scaffold according to dimension and upper and low chord of grid.9.2 Erection order of grid:Preparatio n→scoring and positionin g→organization of scaffol d→install upper chord, fastening central chord and rectify small unit gri d→initial installment of grid complete d→rectificatio n→weld pedesta l→acceptance9.3 Splicing order of grid9.3.1 The method of splicing triangular support is: first, find the ball and rod in this position and then one installing worker find out the ball hole position, butt connect two central rod separately, tweak sleeve bolt with wrench or pipe tongs, then another worker install upper chord, the third worker aim bolt to relative ball hole, fasten the upper chord with wrench or pipe tongs. In the course of fastening, central chord installing worker shake the rod member to tweak the rod member to ball as tight as possible.After above procedure is completed, install another upper chord.9.3.2 The working method of pushing triangular support in the course of grid construction: dispatch two workers on the upper joint of chord and another two workers on the lower joint of chord; these four workers find out ball holes correspondent with member bar and quickly fasten the bolt between member bar and ball. The four workers should work at the same time and cooperate dexterously and last two works install lower chord bar and ball.10. Field welding10.1 Groove weld shall be used for the field welding of this project and for the welding connection type, refer the construction drawing.10.2 For welding material and workmanship, refer general explanation of design drawing.10.3 weld rods should be baked before welding and keep in insulate bucket in the time of field welding.10.4 Check the mark of the steel members before welding and begin to weld after making sure there are no mistakes.10.5 Strictly control the quality of welds in the course of welding and operate in strict accordance with welding workmanship.10.6 Clear away slag after the completion of each weld; grind the welds and stamp the number of welder.10.7 Nondestructive flaw detection test will be used for welds.10.8 Weld the base plate after the rectification of steel structure.10.9 The welding of platform beam will be carried out only after it has been rectified and the final tweak of high strength bolt has been completed.10.10 For the welding of backing plate of crane beam, weld the surrounding area of backing plate after the crane beam has been erected and rectified. Safety measure such as “hung basket” shall be used in the process of welding.11. Field patching up11.1 Field patching up should be done if there is any damage to paint caused by delivery, loading, unloading, cutting or electric welding and patching up must conform to SES A01-02.11.2Sample areas of each finish shall be provided before proceeding with remainder of field painting.11.3 Sample areas shall be retained as project standard for the remainder of work.11.4 Areas used as project standard shall be one (1) square meter minimum surface area.11.5 Surrounding area of damaging place shall be grinded to smooth transitional layer to ensure the smooth transition of patching-up place.11.6 Evaluate the damaged paint film and make out a patching-up plan before the start of patching up.11.6 .1 Finish damaged(primer in good condition): grind with abrasive paper or grinding sheet and clean surface with thinner, patch up intermediate paint to design thickness then patch up finish paint.11.6.2 Primer damaged (without rust): grind with abrasive paper or grinding sheet, patch up primer to design film thickness then patch up intermediate and finish paint.11.6.3 Damage to plate and the place of burning out paint film rusted: grind to St 3 grade with grinding sheet, patch up the primer to design dry film thickness and then patch up intermediate and finish.12 Acceptance of intermediate structure12.1 Inform owner to check and accept the steel structure in written form after the erection and rectification has finished and the final tweak of high strength bolt has been completed.12.2 Provide relative structure acceptance data in the time of check and acceptance.13. Installment plan of cladding system13.1 Jobsite-entering inspectionCladding panel shall be transported in container and by sea. Check the cladding panel seriously according to goods-sending list and packing listafter it enters into the jobsite, the damage and deflection condition of plate is the focus of inspection.13.2 General requirements for installment13.2.1 The installment of cladding panel should take account of normal wind direction and lap connection of rib plate shall be against normal wind direction.13.2.2 Fix self drilling screw vertically to cladding panel and purlin, aim the center on purlin and make sure that the screws are drilled in one line.13.2.3 Check the flatness of two ends of plate after installing every 5-6 plates and rectify in time if tolerance occurs.13.3 Piling and delivery of material13.3.1 Handling: Professional shoulder pole and erecting band shall be used for the erection and delivery of bundled sandwich plate. Erection style such as triangle type formed by lifting hook and sandwich is forbidden. Begin to erect only after finding erecting balance point and erect one bundle after another, put on ground lightly. During erection, put plate on roof in the installment direction and avoid unnecessary turning of panel. For the handling of single panel, according to the length and weight of panel, use 3-5 workers to handle to avoid the deflection of panel. During handing, don’t drag panel on other panels or objects to avoid causing damage to finish.13.3.2 Field storage: Sleeper, foamed plastics or other materials shall be used to underlay panels and don’t put sandwich panels on the ground. 13.3.3 Piling up place of sandwich panels should be far away from other naked material to avoid the rusting materials of those steel materials float on the color panels and contaminate it.13.3.4 When sandwich panels are piled up, heavy objects are forbidden to put on panels and stomping on panels is forbidden to avoid any damage to finish. Roof panels should be put nearby the roof frame and piling up other materials on the installed panel is forbidden.13.3.5 Lighting panel should be placed separately and steel plate or other objects are forbidden to put on it.13.4 Installment of roof and wall panel13.4.1 Check the verticality and spacing of roof purlin and wall beam in accordance with dimensions on drawing.13.4.2 Be familiar with drawing and typeset according to the requirements of drawing.13.4.3 Self drilling screw shall be used in the fixation of roof and wall panels.13.5 Other notes13.5.1 Only nailless and flat soft shoes are permitted to wear when walking on the roof panel.13.5.2 The fixing order of screw should be in the same direction of panel installment and fixing screw in the opposite direction is forbidden.13.5.3 Field cutting or treating of plate ends is advised to be done on the ground and it is forbidden to cut adjacent to other plates. In the condition of operation on the roof, cutting on other roof panels is forbidden. When cutting, the face of panel should face to ground and clear away the swarf on the panel and neighboring panel in time. Electric scissor may be used to clear away the rusted swarf caused by cutting.13.5.4 Clear away all swarf and sundries on the roof and wall everyday after the finish of daily installment.13.5.5 The panel that has been erected to roof and waited to be installed next day needs to be bundled.13.6 The installment of flashing plateColorful plate shall be used for the flashing plate of roof and wall and it shall be fixed to the roof and wall panels with self drilling screw and rivet. For the specification, spacing and number of flashing plate and self drilling screw, see construction drawing.13.7 The installment of gutterDuring the installment of gutter hung outside of colorful plate, care should be taken for the connection between gutter and roof panel, waterproof treatment of lap joint between gutters.14. Completion acceptance14.1 Completion acceptance may be submitted in written form after the application of cladding panel has finished and local defects have been patched up.14.2 Completion acceptance of steel structure is the symbol of finish of steel structure.14.3 Whole steel structure data need to be submitted in the time of completion acceptance.15. Construction overall arrangement15.1 For Construction management institution, see following diagram15.2 The arrangement of field personnel:One project manager of jobsite project department, five managerial staff, 30 installment workers dispatched from China for field installment. If there is any need, Employ workers from local labor market at the busy time of construction.15.3 The responsibility of project managerial staff15.3.1 Project manager15.3.1.1 Responsible for organizing and directing the application of this project and responsible for owner.15.3.1.2 Responsible for establishing project management department; manage production factor needed for this project, such as talent, capital, material and equipment.15.3.1.3 Responsible for handling exterior relationship relative for this project.15.3.1.4 Responsible for the cooperation relationship between contractor and subcontract.15.3.1.5 Overall responsible for quality, safety, construction period, cost and civilized construction of project.15.3.2 Constructor and quality inspector15.3.2.1 responsible for field management and cooperation in the course of construction and handle other things under the leading of project manager.15.3.2.2 Responsible for labor management, civilized construction, equipment maintenance and the management of operator.15.3.2.3 Responsible for quality management and control in the course of construction.15.3.3 Technician who are also in charge of data:15.3.3.1 Responsible for the coordination and handling of technology in the whole course of construction.15.3.3.2 Responsible for compiling of construction plan, construction technology management data and statistics plan.15.3.3.3 Responsible for quality inspection and test data of all sub-items in the process of construction; collection and settling of all quality records data; collection, settling and package of construction completion data.15.3.4 People in charge of materials15.3.4.1 Responsible for buying and counting of steel members, the check of members’ mark and the management of piling up area.15.3.4.2 Responsible for summing up, counting and check of installmentproject volume.15.3.4.3 Responsible for the usage and management of jobsite materials and installment equipments.15.3.5 People in charge of safety15.3.5.1 Responsible for the safety inspection and control in the whole course of construction, check the reliability and effectiveness of safety technology measurements.15.3.5.2 Responsible for checking the hidden danger of jobsite and compiling and carrying out rectification measures.15.3.5.3 Supervise and control safety measures such as operation in high place, edge operation, power cut, providing electricity and sparking caused in operation and ensure the construction safety of this project. 16. Quality assurance system16.1 For the quality assurance system, see following diagram16.2 Quality responsibility of managerial staff:16.2.1 Quality responsibility of project manager:As the most senior leader of project, project manager should be responsible for the whole project and on the base of guaranteeing quality, project manager balance the completion situation of progress plan and economic effectiveness and urge all other managerial staff to bear the “quality first” idea in mind and ensure the implement of quality plan. 16.2.2 Quality responsibility of people in charge of project technology AS the executor of quality control and management of this project, the people who in charge of project technology should be responsible for the whole quality work of this project, such as compiling of quality plan, settlement and implement of quality assurance system, organize and convene technology analysis meeting, carrying out of quality responsibility of all managerial staff and he is also the quality assurance manager.16.2.3 Quality responsibility of constructorAs the project leader who is responsible for production, constructors should take construction quality of project as the primary task and should take account of the impact that construction difficulties bring to construction quality in arranging construction tasks. In normal production inspection, the constructor should carry out inspection according to planand guideline book and organize internal acceptance such as self check, mutual check, shifting check according to specification.16.2.4 Quality responsibility of quality inspector:As the main staff carrying out overall inspection of project construction quality, quality inspectors are required to have relative rich experience and should be hard working, they should have independent handling ability for the discovered quality problems and have relative foreseeing ability in the course of quality inspection. They should provide correct and whole check data, send rectification informing list for discovered hidden danger in time and supervise rectification to let it conform to relative quality requirements.16.2.5 Quality responsibility of construction foreman:As the jobsite director, construction foreman must himself bear in mind the idea “quality first” and carry out quality inspection for construction groups at any time and point out irregular operation. Supervise rectification if the quality can’t be up to grade. Construction foreman is the main compiler of all sub-item construction plan and operation guiding book and conduct the technology communication of every sub-item. 17. Quality assurance measures17.1 quality aim17.1.1 contract performing rate: 100℅。
施工组织设计外文文献翻译中英文.docx

外文文献翻译(含:英文原文及中文译文)文献出处:Nuclear Instruments & Methods in Physics Research, 2015, 3(2):281-294.英文原文Importance of construction organization designG BaeckerAbstractDuring the construction process of a construction project, the advantages and disadvantages of the construction organization scheme not only directly affect the quality of the project, but also have an important impact on the duration and the safety of the personnel during the construction process. The construction organization is an important technical and economic document for the project construction and guidance of project construction. Can adjust the contradiction of personnel, machinery, raw materials, environment, process, equq)ment9 civil construction, installation, management, production, etc. in construction. It is necessary to supervise and control the construction organization design so as to ensure the project quality with high quality, low cost, and lessEnergy consumption is conpleted.Key words: Project Management, Construction Organization, Program ImportanceConstruction organization design is the conception and specific arrangement of the entire construction process of the engineering construction project. It is the core and soul of the construction organization management work. Its purpose is to make the project faster, better quality, and more efficient. Make the whole project get relatively optimal results in the construction.1.The reason for the importance of the design of construction organizationThe construction project and its construction have three characteristics: fixed and fluidity, diversity and individuality, large body and long construction period. Therefore, the construction of each construction project must be carried out. This is because: The production of other general industrial products has its own fixed, long-term factory. The construction of the building is fluid, and it is impossible to establish such a factory. It is only when each construction project is constructed that a corresponding, temporary construction site preparation like thenature of the plant is employed・The unique features of construction and the characteristics of construction mobility determine that each construction project must select the appropriate equipment and labor organization. The selection of construction methods, the formulation of construction technology plans, and the organization of workforces and implements are collectively referred to as construction work capacity allocation. The characteristics of the construction cycle have determined that the supply of various labors, equq)ment and many materials and materials technologies will take a long time・ This will result in the construction and design of materials and technologies that are compatible with the overall construction schedule・From this we can see that construction organization design is very important in project management.2.The importance of construction organization designAs a product, building products play an extremely important role in project management throughout the construction process. The construction organization of the engineering construction project has a close relationship with its engineering cost. The basic contents of the construction organization design include:project overview and construction condition analysis, construction plan, construction process, construction schedule plan, and general plan of construction. There are also economic analysis and construction preparation work plans. Among them, the determination of the construction plan and construction process is more important. For examp le, the selection of construction machinery, the selection of horizontal transportation methods, the construction methods of the earthwork, the construction methods of the main structure and the selection of the construction technology all directly affect the project budget. The price changes・ Under the premise of guaranteeing project quality and satisfying the owners use requirements and construction period requirements, optimizing the construction plan and construction process is an important measure and method to control investment and reduce construction project cost2.1The construction organization plan affects the quality of the project to a great extent. Therefore, a reasonable project organization plan is not only the basis for ensuring the successful completion of the project, but also the basis for project safety. The construction organization design is an important part of theconstruction engineering design documents・ It is the main basis for prq)aring the project investment budget and the main reference for the preparation of bidding documents・ Therefore, careful construction of the construction organization will have a very important role in determining the project cost and reducing the investment in the project, which will help control the construction cost.2.2The construction organization plan is an important means for scientific management of construction activities. It has the dual role of strategic deployment and tactical arrangements・ It embodies the requirements for realizing the basic construction plan and design, provides the contents of the construction preparation work in each phase, and coordinates the mutual relations between each construction work area, each construction work type, and each voluntary work in the construction process. The construction organization plan must be able to determine the basic combination of various factors of production based on the characteristics and requirements of the engineering product and the current and possible winning construction conditions. It is impossible to carry out any production without effectively solvingthe problem・・3.Index calculation and analysis of construction organizationdesignAt present, what indicators should be established in the construction organization design are not uniform and the calculation method is not standardized・ As it is a yardstick for evaluating the overall effect of construction organization design and evaluation of implementation status, it is also the basis for examining the level and effect of production, operation and management of the unit (project department) that undertakes construction. We should pay attention to the following suggestions ・3. 1 indicator system. The index system should be set up to reflect the level reached by the construction organization's design goals and provide convenience for evaluation, assessment, and implementation.3. 2 Index calculations・(1) Construction preparation period. From the start of site preparation to the full time of formal project start-up. (2) Unit project duration. The construction period arranged by the unit construction schedule・(3) Labor。
施工组织设计(英文)

1.3.3
The third step: Sub-structure. According to the settlement joint between Embassy and Ambassador’s Residence, the foundation slab will be divided into two sections. Bedding Course, Water Proofing Work and Waterproof Protection Work will be carried out in flow process. Reinforcement, Formwork and Concrete will be carried out parallelly. The wall of basement and columns will be divided into three sections: Ambassador’s Residence- the first section, Embassy - the second section, Air Raid Shelter- the third section. The concrete wall of paking ramp will be completed during construction of super-structure. The formwork of the first section is 1580M2,by adding about 400m2, it will then be re-used for the top slab of the basement (the total sum is 1950m2). 288 pieces of modular plastic forms will be prepared for the waffle slab. The formwork of the second section will be re-uesed for the third section. Bamboo plywood will be used as the formwork. For details, please refer to Chapter 5.
工程施工组织设计外文翻译

题目:君山二期工程施工组织设计一、外文原文:1. Design project management1.1 Choosing the planning practiceChoosing a suitable planning practice is extremely important. Introducing a pre-qualification process provides essential insights about efficiency, specialist knowledge and quality: three to five applicants receive preliminary design documents and the building programme. Then interviews are held, reference evidence examined and the practices visited on the spot. But the key features are planning quality, knowledge of materials, degree of detail, and CAD and office equipment. The ability to coordinate building and technical planning is particularly relevant.1.2 Design and authorization planningCoordination and control of the planning process and content are particularly important in this planning phase. In no circumstances should planning in China be left to the design institute alone. Regular planning and coordination meetings examine the planning process in its entirety to ensure that guidelines and standards are being met. It is important to coordinate routing and to check for collision points.1.3 Working plansRegular coordination, control and support are also required at the final planning stage. Coordinating building and technical workers within the planning team is often a weak point as well. Important details and technical specifications have to be demanded. It is not usual in China to present details on a scale of 1:20 to 1:5, and these planning features have to be insisted on; a great deal of convincing argument will be needed.1.4 Invitation to tender and tender awardsTender documents drawn up to Chinese standards are less detailed than comparable Western tender documents. Considerable importance should be attached to detailed working drawings. Drawings should be ranked before tender documents. It is not permissible to insist on specific product makes. Materials must be described neutrallyin terms of product. This means that the building firm is able to use inferior materials without the client's agreement. This often results in buildings with serious deficiencies in quality and execution. To avoid these negative consequences, architects try to go beyond the standard guidelines to prevent the use of inferior quality materials. Also, Chinese planning and industrial standards are antiquated and do not yet meet national or international standards.As a rule, five to ten firms (general contractors or firms offering individual services) are invited to tender. Often foreign firms with branches in China are invited as well. Bids from such firms come out well above those of their Chinese competitors.After the bids have been evaluated, negotiations are conducted with the most reasonable bidders. Awards are decided on the basis of reference projects, quality of execution and evaluations of special proposals. Because the subsoil is so poor, the use of deep foundations on alluvial land is widespread. To gain time, the underground engineering work can be put out to earlier tender and award to specialist buildingfirms.1.5 Building and completion phaseThe legislation requires using local site supervision and a quantity surveyor (see Chapter B 2.2). Site supervision requirements are not the same as the standard German site supervision requirements laid down in HOAI, Phase 8. Chinese site supervision practices offer the following service pattern under the headings "quality monitoring" and "safety management":- examining the working plans- quality control for building materials- quality control for building plant and equipment- building site safety- checking current building progress- examining the qualifications of the building site personnel- demanding and examining inventory documentsOnly building sites that also convey an impression of an orderly approach can produce quality and work effectively. This includes cleanliness and safety. Chinese building sites need pioneering work in this field. It does not make any sense to compel the contractor to adopt a particular working programme that runs counter to his own ideas. It is in fact advisable to make concessions in order to make best use of the available production and fitting methods. Quality control starts even in the planning phase. In the actual building phase, care should be taken to ensure that the required materials are really used, and that product-specific fitting requirements are met.The contractor can make alternative proposals to the tender standards. These are examined and approved on the basis of specimens and references. It has turned out to be worthwhile to build specimen rooms before the actual building phase starts, to test the guidelines for details and materials and introduce improvements to materials and details in good time. It is essential to check and approve the quality of finish in the form of mock-ups before production begins for facades, roof areas and other criticalparts of the building.1.6 DocumentationThe quality control process ends with the correction of faults and the start-up phase. Buildings are officially accepted in China at the point of final acceptance. The quality bureau, the fire prevention department and the environmental health office have to approve in order to ensure successful acceptance. The as-complete plans should be drawn up by the planning practice, as the building firm usually delivers these too late, and in poor quality.1.7 CommunicationIt is a characteristic feature of Chinese building projects that a large number of participants have to work together, under pressure from deadlines and cost factors, on the basis of differing information from various locations. This creates the necessity for a "digital platform" that gives those involved in the project access to up-to-date documents and the ability to communicate with the same aims in mind and to keep up with the work as it needs to be done. But the project management team should have access to central scheduling and work monitoring, including reporting. These systems link those involved in the project, control the workflow, and distribute news, documents and information.2 Planning and building costs2.1 Quantity surveyingChinese quantity surveyors provide the same services as their English model. Quantity surveying is the generic term for cost planning and cost control. Quantity surveying includes tender award and contract management, both of which are part of the cost control process. The quantity surveyor is commissioned by the client directly and assists with planning and controlling project investment. He represents the client's financial interests throughout the entire course of the project. During the realization phase the quantity surveyor evaluates the level of work completed so that part payments and supplementary demands can be fixed, assists in warding off complaints, or evaluates and negotiates with the company over justifiable additional demands.Effective cost control is carried out within the project management framework. All the costings are noted in a cost monitoring system. Cost monitoring is not a passive system. Precise project control means that cost changes can be identified even in the initial phase. Causes and effects of measures affecting costs are conveyed to the project management team at an early stage so that counter-measures can be introduced where necessary.Cost reduction opportunities are largely exhausted by the end of the planning phase.The diagram makes it clear that realization decisions made in the early planning phases crucially influence fixing the cost framework. The importance of control increases when planning is concluded and during the realization phase.Despite the overwhelming volume of investment by Western standards, professional cost and schedule control rarely occurs in China. Moreover, clients who are commercially successful and put a great deal of money into building projects often have no knowledge of how to implement and control planning and building work, and often rely on their experience in other industries. Even though the predominant Chinese enterprise culture is not comparable with the Western world, professional project management will be indispensable in future if building investment is to accomplish its aims.二、外文译文:1.1选择一个切实可行的规划方式选择一个切实可行的规划方式是很重要的。
施工组织设计英文翻译

English Abstract(1) The building is a college building , located in Yancheng(NEIghborhood,Tinghu) , the gross floor area for 4800m2and land of structurion for 1800m2,six-storey low – rise, high levels of 3.2m,total building height of 22.05m , well – designed structure of the service life of 50years , seismic intensity 7 , wall materials for the Ceramsite cocerte hollow block .(2) Constrction of the ride south , construction isa flat – shaped ,symetrical layout . Dormitory on the south side of the other on the north side of the arrangement , reasonable layout , better lighting .(3) The construction organization plan is constructs the construction organization's core and the soul, is conceives to the engineering construction project entire process idea with the concrete arrangement, uses for to instruct construction item entire process each activity the technology, the economical and organization's comprehensive document. the this construction organization plan is aims at Yancheng students’ building project construction the Platform. When establishment to the project managementorganization establishment, the construction overall deployed that the construction preparation, the main branch sub-item project job practice, the project quality safeguard measure, the security and the civilized construction measure, the job location management measure and so on many factors considered fully as far as possible, prominent scientific nature, serviceability and pointed, is guaranteed that high quality, the low consumption, the security, civilized, complete completely the construction work important economical technical paper high speed. this design mainly includes the following content: The project construction organization designs, the Chinese and English translation, the construction floor-plan. In order to guarantee that the time, the quality and the security, the civilized work site, save conditions and so on cost, establishes the pointed construction organization plan, each branch sub-item project's characteristic, the structural feature, the construction difficulty degree time and the quality requirement, establish the practical and feasible plan of construction. Instructs the construction smoothlycost engineering project the construction, the control engineering cost, the foundation high quality project. key word: Project, construction.(4) Civil Engineering for the development of a key role, first as a material foundation for the civil engineering construction materials, followed by the subsequent development of the design theory and construction technology. Every time a new quality of building materials, civil engineering will be aleap-style development.People can only rely on the early earth, wood and other natural materials in the construction activities, and later appeared in brick and tile that artificial materials, so that the first human to break the shackles of natural building materials. China in the eleventh century BC in the early Western Zhou Dynasty created the tile. The first brick in the fifth century BC to the third century BC, when the tomb of the Warring States Period. Brick and tile better than themechanical properties of soil, materials, and easy to manufacture.The brick and tile so that people began to appear widely, to a large number of housing construction and urban flood control project, and so on. This civil engineering technology has been rapid development. Up to 18 to the 19th century, as long as two thousand years, brick and tile has been a major civil engineering construction materials, human civilization has made a great contribution to the even was also widely used in the present.The application of a large number of steel products is the second leap in civil engineering. Seventeen 1970s the use of pig iron, the early nineteenth century, the use of wrought iron bridges and the construction of housing, which is a prelude to the emergence of steel.From the beginning of the mid-nineteenth century, metallurgical industry, smelting and rolling out hightensile and compressive strength, ductility, uniformity of the quality of construction steel and then produce high-strength steel wire, steel cables. As a result of the need to adapt to the development of the steel structure have been flourishing. In addition to the application of the original beam, arch structure, the new truss, a framework, the structure of network, cable structures to promote the gradual emergence of the structure of Yan in the form of flowers.From the brick building long-span structures, stone structures, a few meters of wood, steel structure to the development of tens of meters, a few hundred meters, until modern km above. So in the river, cross the bridge from shelves, on the ground since the construction of skyscrapers and high-rise tower, even in the laying of underground railway, to create an unprecedented miracle.In order to meet the needs of the development of steel works, on the basis of Newton's mechanics, materialmechanics, structural mechanics, structural engineering design theory came into being, and so on. Construction machinery, construction technology and construction organization design theory also development, civil engineering from the experience of rising to become science, engineering practice and theoretical basis for both is a different place, which led to more rapid development of civil engineering.During the nineteenth century, 20, made of Portland cement, concrete has come out. Concrete can aggregate materials, easy-to-concrete structures forming, but the tensile strength of concrete is very small, limited use. By the middle of the nineteenth century, the surge in steel production, with the emergence of this new type of reinforced concrete composite construction materials, which bear the tension steel, concrete bear the pressure and play their own advantages. Since the beginning of the 20th century, reinforced concrete is widely used in various fields of civil engineering.。
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办公楼工程施工组织设计NEW OFFICE BUILDING PROJECTOrganizational Arrangement For Construction目录Contents一、编制说明............................................... 2 Explanation to the Compilation 二、工程概况.. (6)Project Profile三、施工准备 (9)Preparations for the Commencement四、项目组织管理机构............... 14 The Project Administration Organization五、土建部分主要施工方法The Main Construction Method for the CivilWork ............................................................................................... (21)六、装饰装修工程主要施工方法The Main Construction Method for (45)Finishing Work七、安装部分主要施工方法................ 52 Main working plan for installation八、季节性施工措施..................................... 64 Working plan for seasonality九、质量保证措施.................................... 67 Quality guarantee measurement十、工期保证措施.......................... 72 The steps for time limitation guarantee十一、安全生产措施.............................75 Security Production Measurement十二、现场文明施工措施................... 85 Field civilization working measures十四、工程资料的整理及归档............. 89 project material settling and filing十五、工程回访维修制度............................... 90 Project revisit repair system十六、施工总平面布置图....................................91 The layout of the jobsite十七、形象进度计划表 (93)Schedule Chart附图:施工现场平面布置图附表:总的施工进度计划表Page 1 of 93办公楼工程施工组织设计NEW OFFICE BUILDING PROJECTOrganizational Arrangement For Construction一、Explanation to the Compilation编制说明Comprehensive Explanations综合说明1.1首先,我们诚恳地表示:我们将全心全意为业主服务,服从业主、监理的管理,和设计单位、各分包单位一起共同完成本项目的建设任务。
我们通过认真学习和研究招标文件及有关图纸资料,并踏勘施工现场,在分析了各种外部环境和内部条件,以及工程施工的特点以。
全面完成本工程招标文件规定的工程范围的任务如期、后,我们有充分的信心保证高质量、First of all, we would honestly express: we will serve the Client whole-heartedly and obeythe administration by the Client and the Supervisor, execute the project with the design unitand the various sub-contractors. Having seriously studied the tender documents and all therelevant drawings and data, physically visited the project site, fully analyzed the factors ofthe surrounding environments and our internal conditions and the characteristics of theproject, we are fully confident to guarantee the timely completion of all the work with highqualities stated in the tender documents.一旦我们中标,我们一定会全力以赴,做好施工前期准备工作,并做好各项施工方案的审定工作。
我们一定发挥我公司的管理优势、技术优势、队伍优势、材料设备等资源优势,科学组织施工,配置足够的管理力量、技术力量和劳动力,强化计划管理、质量管理,在规定的合同工期内高质高速完成本工程,具体措施如下:We will go all out to makepre-construction preparations and the examinations of all the schemes for the projectexecution if we win the bid. We are sure to exert our advantages in administrations,technologies, workforces, materials and equipments, organize the execution scientifically;deploy ourselves with adequate administrative personnel, engineers and technicians, andlabor forces; stress the administration in the well-planned execution and the quality controlPage 2 of 93办公楼工程施工组织设计NEW OFFICE BUILDING PROJECTOrganizational Arrangement For Construction so as to timely complete the project with high qualities set by the contract. The detailedmeasures are as follows:1.1.1把本项目列为我公司的重点项目,委派具有丰富现场管理经验和施工实践经验的项目经理担任项目部经理,配备施工经验丰富、技术素质高的管理人员组成项目管理班子,进驻现场施工;We will view the project as the major one of our company and accredit aproject manager with full site management and construction experiences as the ProjectManager; deploy the Site Project Management with a strong team of engineers andadministrative staff who are with rich construction experiences and good at projectmanagement.1.1.2施工中采用四新技术,以科技进步保证项目目标的实现;Four new techniques willbe applied to guarantee the successful completion of the Project;1.1.3为保证工程质量、节省粉刷材料的人工费用,本工程拟采用新型模板体系:结构施工采用木胶合板模板体系(清水模板);We plan to apply the new mould system in order toguarantee the work quality and save the labor cost for the plastering work; we will apply theplywood-mould system for the structure work with fair face.1.1.4钢筋一般情况下水平方向纵向受力钢筋的接头主要采用闪光对焊连接,部分采用冷绑扎搭接;Reinforcement steel bar are generally connected by welding for those subject tohorizontal extension, and other than these, by seam binding.1.1.5地面及屋面工程采用美国MBW公司生产的F36-4B内燃汽油磨光机原浆压光机施工工艺,即节省了大量的人工和材料费用,又提高了楼地面的质量,提前了工期;Flooring androofing work will be executed with the technique of the press-smooth-surface by F36-4Bgrinders (generated with petrol engine) manufactured by MBW Co. Ltd in USA so as toPage 3 of 93办公楼工程施工组织设计NEW OFFICE BUILDING PROJECTOrganizational Arrangement For Construction save the labor and material cost, to improve the quality of the floor surface and to shortenthe completion time.1.1.6强化质量管理,严格按照建设部颁发的有关文明施工标准以及上海市建委关于施工现场标准化管理的具体规定组织好现场文明施工,确保达标,实现文明工地;Strengthen thequality control and strictly carry out the civilized-construction standards promulgated by theMinistry of Construction and the detailed stipulations regarding standardized sitemanagement issued by Shanghai Bureau to organize the site civilized production.1.1.7工程施工采用信息化管理:施工过程中,按阶段采集施工信息,对施工操作过程进行摄像记录。