Method Statement for Steel Structure Lifting Operation

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环形加热炉安装施工方案

环形加热炉安装施工方案

环形加热炉安装施工方案Document Title:Erection Method Statement for Mechanical & Steel Structure of Rotate Hearth Furnace (RHF)AMTPJSaudi ArabLIU JUNHONG YAO YONG LU HAITAOINTRODUCTION本方案根据RHF的设备图纸和LOI(天津)提供的安装说明(Erection manual)编制的,安装标准采用DIN标准。

AMTPJ Rotate Hearth Furnace(RHF)是钢坯连续加热炉。

RHF床绕炉中心旋转,被加热件从进料炉门装入并在炉内分阶段加热后,从出料炉门处取出。

进、出料炉门相邻,在炉膛内两门以隔墙相隔。

RHF由转动炉底和固定炉墙、炉顶组成。

结构上沿炉子圆周方向上共分9个区段,自出钢机端依次为:装出料区(12°)、热回收段(46.25°)、第一预热段(35°)、第二预热段(35°)、第一加热段(35°)、第二加热段(55°)、第三加热段(55°)、第一均热段(35°)、第二均热段(32.5°)。

RHF基本尺寸:中径:Φ4500 mm炉膛宽度:6228 mm炉底有效宽度:5780 mm预热段、第一、二、三加热段炉膛高度:2800 mm第一、二、三加热炉膛高度:2200 mm;第一、二均热段炉膛高度:1500mm RHF设备安装范围包括:环形旋转炉床,炉底支承辊、定心辊、驱动装置,炉体钢结构,加热烧嘴,进、出料炉门,水封装置以及其他辅助设备。

施工方法和具体步骤1.1. 施工工序流程图设备基础验收中心标板和标高基准点设置安装工艺垫板施工内、外支承辊、定心辊、驱动装置安装下层炉底钢结构安装内、外立环柱安装上层炉底钢结构安装炉底机械部分试运转耐火材料砌筑水封槽安装1.2. 平面布置图见附图1.3. RHF中心标板、基准点的埋设布置1.3.1.永久中心标板和永久标高点: 制作样式如下:永久中心标板永久标高点1.3.2.环炉区域临时中心标板:不等边角钢75×50×5,长度150mm。

钢结构工程质量检测试验计划

钢结构工程质量检测试验计划

钢结构工程质量检测试验计划 Inspection and Testing Plan for Steel StructureINSPECTION AND TESTING PLAN FOR STELL STRUCTUREPREPARED BY目录TABLE OF CONTENTS1.本工程应执行的标准、规范3............................................................ Applicable Codes and Standards2.本工程质量控制点6Quality Control Point....................................................................3.本工程质量控制表格、交工资料表格及质量评定表格目录9................... Applicable forms for quality control, turnover document, and quality evaluation1.本工程应执行的标准、规范 Applicable Codes and Standards监理规范Code on Supervision:《建设工程监理规范》GB 50319-2000Code on Supervision of Construction Project, GB50319—2000交工技术文件规定 Regulation on Technical Turnover Document:SH/T 3503-2007《石油化工建设工程项目交工技术文件规定》Completion of Petrochemical Industry Project, Regulation of Technical Document for ConstructionSH/T3503—2007GB/T 50328-2001《建设工程文件归档整理规范》Regulation on Documentation and Filing up for Construction of Petrochemical Industry Project, GB/T 50328-2001GB/T 50326-2006《建设工程项目管理规范》Code on Project Management of Engineering Construction, GB/T 50326-2006施工技术标准及验收规范 Codes and Standard of Technology and Acceptance:《钢结构工程施工质量验收规范》GB50205-2001Code on Construction Quality and Acceptance Inspection of Steel Structure GB50205-2001《空间网格结构技术规程》JGJ 7-2010Technical specification for space frame structures,JGJ 7-2010《建筑钢结构焊接技术规程》JGJ 81-2002Specification on Welding of Building Steel Structure JGJ 81-2002《钢结构高强度栓连接的设计、施工及验收规程》JGJ 82-2011Specification on Engineering and Construction and Acceptance Inspection of High Strength Bolt Connection of Steel Structure JGJ 82-2011《焊接H型钢》YB 3301-2005Welding on H Steel ,YB 3301-2005《石油化工特殊钢结构工程施工质量验收规范》SH/T 3507-2011Acceptance Specification for Construction quality of steel structure in petrochemical industry,SH/T 3507-2011《钢结构焊缝外形尺寸》GB10854-1989Outline Dimension of Steel Structure Weld GB10854-1989《压型金属板设计施工规程》YBJ216-1988》YBJ216-1988 《Specification on Engineering and Construction of Pressed Metal Plate《钢结构防火涂料》GB 14907-2002,GB 14907-2002Fire resistive coating for steel structure《建筑工程施工质量验收统一标准》GB50300-2001》 《Unified Standard of Construction Quality and Acceptance Inspection of Building Work AGB50300-2001《涂覆涂料前钢材表面处理 表面清洁度的目视评定》GB 8923-2011《Preparation od steel substrates before application of paints and related products - Visual assessment od surface cleanliness》GB 8923-2011《涂料产品分类和命名》GB/T 2705-2003》GB/T 2705-2003《Classification and nomenclature for coating products《漆膜附着力测定法》GB 1720-1979《Adhesive Force Measurement of Lacquer Film》GB 1720-1979《涂料粘度测定法》GB/T 1723-1993《Paint Viscosity Measurement》 GB/T 1723-1993《涂料遮盖力测定法》GB/T 1726-1979《Paint Covering Power Measurement》 GB/T 1726-1979《漆膜、腻子膜干燥时间测定法》GB/T 1728-1979《Lacquer Film and Lacquer Putty Dry out Time Measurement》 GB/T 1728-1979《漆膜颜色的测量方法》GB 11186-1989》 GB 11186-1989《Methods for measuring the colour of paint films《非合金钢及细晶粒钢焊条》GB/T 5117-2012》GB/T 《Covered electrodes for manual metal arc welding of non-alloy and fine grain steels5117-2012《热强钢焊条》GB/T 5118-2012》 GB/T 5118-2012《Covered electrodes for manual metal arc welding of creep-resisting steels《熔化焊用钢丝》GB/T 14957-1994《Fusion Welding Steel Wire》 GB/T 14957-1994《气体保护电弧焊用碳钢、低合金钢焊丝》GB/T 8110-2008》,GB/T 8110-2008《Carbon Steel and Low Alloy Steel Welding Wire in Shielded Arc Welding《碳钢药芯焊丝》GB/T 10045-2001《CS Solder Welding Wire》,GB/T 10045-2001《低合金钢药芯焊丝》GB/T 17493-2008》 GB/T17493-2008《Welding Wire of Low Alloy Steel Solder《埋弧焊用碳钢焊丝和焊剂》GB/T 5293-1999《Solder and Wire for Submerged Melt Welding》 GB/T 5293-1999《埋弧焊用低合金钢焊丝和焊剂》GB/T 12470-2003》 GB/T12470-2003 《Low-alloy steel electrodes and fluxes for submerged arc welding《氩》GB/T 4842-2006《Argon》GB/T 4842-2006《焊接用二氧化碳》HG/T 2537-1993《Welding Carbon Dioxide》HG/T 2537-1993《钢焊缝手工超声波探伤方法及质量分级法》GB/T 11345-1989》GB11345-1989 《Manual Ultrasonic Inspection and Quality Classification of Steel Weld《金属熔化焊焊接接头射线照相》GB/T 3323-2005《Radiographic examination of fusion welded joints in metallic materials》GB/T 3323-2005 《无损检测 焊缝磁粉检测》JB/T 6061-2007》JB/T 6061-2007《Non-destructive testing-Magnetic particle testing of welds《无损检测 焊缝渗透检测》JB/T 6062-2007》JB/T 6062-2007《Non-destructive testing-Penetrant testing of welds2.本工程质量控制点 Quality Control Point序号 质量控制点 控制内容 控制方法等级参 加 单 位控制表格验收表格评定表格总承包商监理业主政府部门1 技术准备 施工单位应具备相应资质;有相应的施工技术标准;有键全的质量管理体系;有施工质量控制和质量检验制度;有经审核批准的施工组织设计或/和施工技术方案;检测仪器经检定。

Method Statement For Railway Crossing Construction and Cable Protective Pipe Installation (3)

Method Statement For Railway Crossing Construction and Cable Protective Pipe Installation (3)

Aktogay Copper Project Sulphide PlantMethod StatementFor Railway Crossing Construction andCable Protective Pipe Installation11250-ZB-NFC-0000-MS-G-0056C01-Nev-2015Issued forCommentXia Chunyu Liu Baoguo Guan ChengmingB01-Nev-2015Issued forCommentGou Xing Ge Wanjia Guan ChengmingA16-April-2015Issued forApprovalXia Chunyu Liu Baoguo Sun Yuanpeng Rev#Date Reason for Issue Prepared by Reviewed by Approved byContents1.Start of work (3)2.Work completion phase (3)3.Environmental protection measures (4)4.Health,Safety and Environment(HSE)Management System (4)5.Risk analysis (6)Attachments: (8)1.Start of workThe Contractor starts to work after KAZ Minerals representative approves and confirms the drawings and the other contractors permit the Contractor’s access to the construction site.Obtain necessary permits to work on railway.Isolation of rail to prevent trains on track while working on track2.Work completion phaseAll work must fully comply with the current applicable editions of the documents issued by the Customer,including,without limitation to,drawings, technical services,manufacturers'recommendations,and standards and norms.The construction will be carried out according to the following stages:2.1Removal of the existing upper structure of the railwayDismantling of the various parts composed of railway sleepers.Manual digging of the gravel layer.Provide sketch drawing for road rerouting,road traffic requirement signs2.2Foundation pit excavationBuilding of a crane platform to facilitate the crane’s operation.Excavation of the cable trench to the design elevation of the casing foundation, and leveling and tamping of the foundations.2.3Installation of hot dip galvanized(HDG)steel pipesLaying of sands at the bottom.Installation of hot dip galvanized steel pipes.Laying of sands on the upper layer.Placing of cable protective covers.Backfilling of cable trench.Setting up of plastic signs.2.4Construction of the roadbed(a)When the soil layer's thickness is more than0.5m,carry out both soil tamping layer by layer and backfilling of the trench.(b)When the soil layer's thickness is not more than0.5m,carry out construction of the railway’s roadbed.2.5Installation of the upper structure of the railwayWhen the number of sleepers per1km is1600(1440),use R65-type rails whoselength y rails and concrete sleepers on the roadbed.Laying of gravels on the roadbed.Levelling of the roadbed.3.Environmental protection measures1)Environment protection should be carried out on the construction site.If,due to the construction,we have to excavate the road and stop the supply of water and electricity,we must make application and get approval in advance.We will repair the excavated roads and ditches timely,remove the site waste materials and rubbish as soon as possible,level the site,make good drainage for the site.When the construction is finished,the site shall be clean without any waster materials.2)The soil from trench excavation will not be piled up on the road and shall be transported out of the site.During transportation,the soil shall be prevented from coming off the trucks,so as to keep the roads clean.3)Remove all isolations and close the permits when the work finished.4.Health,Safety and Environment(HSE) Management SystemAn HSE administration system shall be set up.HSE management manuals and procedure work documents should be prepared,and records should be taken.4.1HSE management goalNo construction accidents,no injuries,no environmental pollution accidents.Put an end to production death accidents,huge fire hazard accidents and traffic accidents.Construction sites are standard and clean,and environmental protection meets the requirements of Kazakhstan standards.All the people engaged in special work have the related certificates and be authorised to work on railways.The designed safety and technical measures are all taken.4.2HSE management measures.Necessary permits obtained to work on rail,positive isolation of track eg.lock on track noise(expossive)devices to warn of approaching trainFor the selection of the construction temporary camp,fire-proof,anti-explosion, and windproof conditions should be considered,so as to choose a good place.The rubbish and waste water produced in the temporary camp should be concentrated and then discharged,and they should not pollute the environment andwater resources.The health and safety of the personnel on the construction site should be fully considered.The construction site should be cleaned in advance so that it will be neat.The roads should be unblocked to facilitate the transportation and installation.People should set up warning boards,warning tapes,alarm lamps,guardrails, and banners when there is cutting or excavation on the main roads.In order that the roads will not be blocked,the construction should be carried out only on half part of each road.Red lights must be set up at night.During the cable trench excavation,pay attention to the protection of the underground fiber optical cables,water supply and drainage pipes,and cables and other facilities.The workers entering the construction site must wear the uniform personnel protection equipment(PPE),and the people engaged in special work should use the PPE according to the relevant regulations.Necessary permits obtained to work on rail,positive isolation of track eg.lock on track noise devices to warn of approaching train5.Risk analysisNO..Hazards ConsequenceHazardAnalysisControl MeasuresRemaininghazardanalysis Conclusion Likelihood Consequence Risk Rating Control Measures Action BY Action When Likelihood Consequence Risk Rating1No safetymeasures,notraining,nowork permitCause fatalityor injury358Prepare well forsafety,no training,no workingSupervisors,riggers andoperatorsBeforeactivity1122InadequatesupervisionAccident goesworse due todelayed actions268Assign dedicatedsupervisors tomonitor all the timeSupervisors,riggers andoperatorsDuringactivity1233Defects ofequipmentEquipmentdamage andpersonnelinjury347Do inspection beforelifting to make surelifting equipment issafe in conditionSupervisors,riggers andoperatorsDuringactivity2134Cutting injury Personnelinjury246Distance betweenrebar tool handle andcutting machine cutshould be more than200mmSupervisors,riggers andoperatorsDuringactivity2135"No smoking"and"no fire"signs notavailable inactivity areaFire257Smoking notallowed,erectsmoking areaSupervisors,riggers andoperatorsDuringactivity1126Random cableextending andattaching torebarElectrical hurt246Electricians checksite regularly,intensify trainingSupervisors,riggers andoperatorsDuringactivity2137Unsafe voltageof lighting indamp areaElectrical hurt257Apply safe voltage indamp area,such as36V,24V,12VSupervisors,riggers andoperatorsDuringactivity1128No protectionfor working atheight,no bodyharness usedFalling358Must wear bodyharness whenworking at heightSupervisors,riggers andoperatorsDuringactivity2139Scaffolding isnot proper,notcertifiedOther injuries448Scaffolding must beerected by certifiedscaffolding workers,before use,must beinspected by HSEdepartment and tagoutSupervisors,riggers andoperatorsDuringactivity11210No proprietaryswitch cabinet,not followingregulationsElectrical hurt246Stationary typeequipment useproprietary switchcabinet,and followregulationsSupervisors,riggers andoperatorsDuringactivity11211The sling is notattached to overthe center ofgravity of theload;noprotection whensling has to betied to underthe center ofgravity of theloadLifting accident268The sling attaches toover the center ofgravity of the load;provide protectionwhen sling has to betied to under thecenter of gravity ofthe load,arrangequalified andcertified riggersSupervisors,riggers andoperatorsDuringactivity12312Riggers andoperators notunderstandliftingprocedures,cranefunction,signals and safetyrulesLifting accident369Riggers andoperators understandlifting procedure,equipment functions,signals and safetyregulations.Supervisors,riggers andoperatorsDuringactivity213Attachments:1、Cable trench location diagram2、The conduit layout for cable trench across the railSIZE SCALEPROJECT No 11250LLP NFC KazakhstanTITLEAKTOGAY COPPER PROJECT DRAWING CHECKED DESIGNED01-04-15Yuan Jianfu Xiao Peng01-04-1510010010010010045010015010023001002170PLASTIC MARKER TAPE RED EMBOSSEDWITH(DANGER-ELECTRICAL CABLES)CABLE PROTECTION STRIP HI-IMPACT PVC,ORANGETHE CONDUIT LAYOUT FOR CABLE TRENCHACROSS THE RAIL150 HDG CONDUITSRAILRAILWAY BASEBEDDING SANDSELECTED FINECOMPACTED BCAK FILLSIZESCALE PROJECT No 11250LLP NFC KazakhstanTITLEAKTOGAY COPPER PROJECT DRAWING CHECKED DESIGNED01-04-15Yuan JianfuXiao Peng01-04-15。

欧标油漆施工方案 REV-1

欧标油漆施工方案 REV-1

Bozshakol Copper ProjectClay PlantMethod Statement of Pipe Surface Protection 11373-BD-NFC-0000-MS-OOO-P-0001-REV-1ContentI、Construction Procedures (03)II、Risk Assessment (11)III、Safety Plan (17)Construction Procedures1. GeneralThe project is pipe surface protection project of Kazakhstan Bozshakol CopperProject-Clay plant. This method of statement is developed for pipe surface protection for pipe surface protection of the entire Sulphide Plat.2. ReferencesApplicable Codes, Standards and Specifications (Kazakhstan)●11373-BD-120270-ES-405 Specification for surface protection●11373-BD-12027-LLI-001 Piping line list●ISO 14001, ISO 14064 and the local government HSE regulations Forconsideration to Health and Safety●GOST 14202-69 Facility Pipelines, Identification Coloring, Preventive Signsand Marking Screens●GOST 12.4.026-2001 Signal Colors, Safety Signs and Signal Marking,Purpose and Rules of Application●ASTM A123/A123M-12 Stand Specification for Zinc(Hot-Dip Galvanized)Coatings on Iron and Steel Products●SSPC-SP 2, SSPC-SP 3 For hand tool cleaning or power tool cleaningAll work shall comply with the requirements of the latest issues of relevant Local and/or International codes and standards.3. Construction Preparation3.1 Technique preparationStudy the design and construction drawings to clear the construction scope of project requirements, and familiarize with the relevant national regulations and specifications; mobilize the construction materials according to schedule and construction sequence; on-site construction personnel shall be familiar with the construction process and the related technical requirements, and work to the QA/QC and schedule requirements. A method statement shall be prepared and submitted for approval before construction. Determine reasonable construction sequence and construction methods, to ensure that work is done in sequence.3.2 Allocation of Labor ResourcesMobilization of personnel shall be arranged according to installation tasks and construction period, and personnel requirement should be mobilized immediately toadhere to construction schedule. Preliminary arrangements of operating personnel are as following table:3.3 Construction Tools, Equipment PreparationThe type of Construction tools and equipment are as following table. Before approaching and coming into use, Machinery and equipment shall be checked by safety department and certified.According to the test ledger, before the construction check the measuring instruments and metering equipment for calibration by relevant departments,make sure that during the construction period the construction paint work progress will not be affected due to the expired calibration certificate of measuring instruments and metering equipment.4. Pipe Surface Protection Process4.1 Material for InspectionAll materials arrived on site must go through inspection and accepted by KPBV. Only those materials approved for acceptance can be applied in this project.4.1.1 Painting Pipe Acceptance●All materials used in the works shall be new and conform to the latestrevision Pipe Material Specification, 11373-BD-12027-ES-602_1 and11373-BD-12027-ES-405_5 Engineering Specification Surface Protection.●All materials shall be supplied complete with the full materialcertification,MSDS(Material Safety Data Sheet ) and the full traceability ofthese materials shall be maintained through the life of the project.●All piping materials shall be without any existing defects such as crack,enfoldment, isolated layer and scar.4.1.2 Pa in t Acceptance●All materials used in a particular paint system shall be products of onebrand name supplied by one manufacturer, with MSDS.●Product data det ailing manufacturer’s application instructions shall beobtained by the Supplier, and made available for reference at each point ofapplication.●All paint materials shall be delivered to the shop or site in themanufacturer’s original containers with label s and seals unbroken.4.2 Surface TreatmentIt shall adopt the method of Power Tool cleaning for surface treatment, for where Power Tool cleaning is not applicable, the method of hand tool cleaning shall be used as per SSPC-SP2 or NACE equivalents.4.2.1 Power Tool Cleaning●The Power Tool cleaning shall be used as per SSPC-SP3 or NACEequivalents●All rust cleaning surfaces will be accordance with Pipe Coating SystemTable 2●A minimum of 100mm around the edge of the rust cleaning area shall be leftun-primed unless adjoining a coated surface.●Rust cleaning shall be performed in an area away from painting operationsand freshly coated surfaces.●Make acceptance for abrasive blasted surface after finishing blasting.4.3 Coating ApplicationAs per the specification of 11373-BD-12027-ES-405 Revisuor 9, the pipes in Grinding Building shall apply for the colour codes shown Table 1 and the coating system displayed in Table 2 below:Pipe Colour Codes Table 1Pipe Coating System Table 24.3.1 Coating technique●Protect special parts such as signboard and screw thread before painting.●Above-ground stainless and galvanised carbon steel piping serviceidentification(e.g.fire mains) to 100°operating temperature, Colourbanding should be in accordance with Pipe colour codes shown in Table 1and the coating system displayed in Table 2 below.●The pipe material shall be painted by adopting the method of spraying.Coatings shall be brushed or rolled on areas which cannot be properlysprayed. Shop and field application shall be by brush, roller or spray. Asmooth uniform film shall be applied to the surfaces to be coated. Thepainting and paint application methods shall be in accordance with therequirements of SSPC-PA1, the applicable alternative Russian /Kazakhstan Standards, the manufacturer’s latest published instructions.●Field weld margins: Areas to be field welded shall be masked after blastingto leave a 50 mm um-primed margin. A further 50 mm of primer shall bemasked before top coating to facilitate final touch up of field welds.4.3.2 InspectionRecordsWe will maintain written records of the work so that complete traceability of all work and materials. Regularly, Coating inspection request(RFI) to be raised and verificafion of coating thickness to be inspected at site.The records shall be maintained on a daily basis and submitted to the KPBV or nominated inspector when requested.the reports will include appropriate information concerning the following:●Job identification (work area)●Surface preparation performed and equipment used●Painting applied and equipment used●Material utilized, batch number, color and thinner●Application details including area covered, which coat was applied, wet filmthickness and dry film thickness, film continuity●Weather conditions, including temperature of air and surface duringapplication; relative humidity and wind conditions (if work done outside)and general weather conditionsCorrection of Defects and DeficienciesThe parts with defects or deficiencies shall be coated by using paints of the correct type, class and colour conforming to Pipe Colour Codes Table 1 and Coating System Table 2. Damaged or defective areas shall have the surrounding paint edges feathered back for 50 mm beyond the damaged area before application of the touch-up system.4.4 Storage and Handling of Finish Coated Items4.4.1 Storage●Coating materials shall be stored in their original containers with theiroriginal labels visible and readable.●Date of manufacture and length of shelf life shall be shown on containerlabels. Materials which have exceeded the manufacturer’s recommendedshelf life shall not be used. Materials shall be used on a first-in, first-outbasis to prevent out of date materials being used.●Materials which have deteriorated in storage shall not be used.Deterioration is indicated by formation of a surface skin, by gelling, bysettling of solids which cannot be mixed into a smooth consistency, or asotherwise defined by the manufacturer.●Paint shall be stored in the manner recommended by the manufacturer.This should include the paints, catalysts and thinners being stored in awell-ventilated building free from excessive heat, sparks, flames and directsunlight. Paints stored for short periods on the job site/construction yardshall be protected from direct sunlight and frost/freezing as required.●Containers of paint, catalysts, thinners or other components shall not beopened prior to use except for spot inspection, after which they shall betightly re-sealed.4.4.2 Handing●Slings used for the handling of the finished coated steelwork shall becovered with a rubber hose or similar soft material.●Wooden supports in contact with coated steel during transport and storageshall be covered with a soft material such as rubber to minimize damage to the coating. Hessian sacks and bags or equivalent shall be used between coated steelwork as well as hold down chains to prevent damage to the coating during transportation.Risk Assessment Pipe Surface Protection Risk AssessmentSafety Plan1. Compile method statement (MS) for steel hoisting and make all participants involved in this task have full understanding with the MS and safety plan.2. Operating area should be clearly defined with conspicuous signs (in all common languages used on site); Only authorized personnel are allowed for entrance; For extremely dangerous site, monitoring person need to be arranged for security.3. The lifting and rigging work shall be carried out by competent certified workers. Only the well trained and competent certified personnel shall be allowed to carry out the specific works4. The ground commander must instruct hoisting work during the whole operation and he cannot hold other job, watch lifting vehicles and ensure the operator get the clear and exact command.5. Ensure that the lifting work and outdoor aerial work are not carried out under adverse weather conditions, like under rain, snow, fog and wind more than 11m/s circumstances are not allowed. Outdoor aerial man-basket lifting is forbidden when wind exceeds 7m/s.Rigger and aerial work operators shall have daily alcohol test, only qualified trained personnel can be used.6. Lifted objects shall not rest in the air for a long time. Standing under the jib or hanging objects shall be strictly forbidden. Cranes cannot be used for lifting person.7. Ensure no person working at height without safety harness. Safety harness should be tied higher than person.8. Effective slip-resistant measures must be taken when working at height in rainy days. Water or frost in the work area and components must be removed timely. After typhoon or storm, safety facilities should be checked one by one and repair immediately when any loose, deformation, damage or drop off is found.9. Ladders for climbing high must be firm and the ladder foot should not be blocked up. The upper end of the ladder should be fixed. Vertical ladder's working angle to75 °±5, the space between steps should be 30cm.10. At the height where cannot use ladder or scaffold platform, use qualifiedman-basket with operators of fixed number; as per harness hangingrequirements ,hang harness to fifth sling of man-basket; before start of aerial lifting, check sling; operators must tighten the harness, otherwise no lifting work.11. Grinding work shall conform to following requirements :11.1 Grounded tools must be plugged into an outlet properly installed and grounded in accordance with all codes and ordinances.11.2 Never remove the grounding prong or modify the plug in any way.11.3 Do not use any adaptor plugs.11.4 If the tools should electrically malfunction or breakdown, grounding provides a low resistance path to carry electicity away from the user.11.5 Don’t exposed power tool to rain or wet conditions.11.6 Water entering a power tool will increased the risk of electric shock.11.7 Do not abuse the cord.11.8 Never use the cord to carry the tools or pull the plug from an outlet.11.9 Keep cord away from heat, oil, or sharp edges or moving parts11.10 Damaged cord increased the risk of electric shock.11.11 Secure hotworks permit prior to job execution.11.12 Inspect work area and identify all the possible hazards to prevent the cause of fire and injury to workers by clearing the work area of any combustible materials especially any flammable chemicals that may cause sudden fire.11.13 Identify a clear access and egress and provide suitable ladders for use if any emergency situation.11.14 Provide welding masks, welding gloves, welding aprons and welding respiratory protection whenever possible.11.15 Provide fire extinguishers to areas where exposed to ignition sources.11.16 Provide containers for the welding butts and waste bin for metal scraps for proper waste segregation.11.17 Provide one (1) fire watcher to each area where hotworks will occur.11.18 Never comtinue any hotwork activity where no fire watcher will be on site.11.19 Fire watcher must be present always and if the assigned fire watcher leaves for any reason, one trained fire watcher should do the task11.20 The fire watcher must remain in the work location for thirty (30) minutes after the work has finished.11.21 Never work on the area with only one worker on site.11.22 Comply the buddy system when doing a critical activity.12 . Antiseptic painting works shall follow below requirements :•Conduct training, briefing / Information dissemination.•MSDS should be available and follow the instruction in how to handle such materials•Translation of these MSDS should also available at site to ensure understanding of these hazardous materials12.4 Chemical risk assessment must be in place and discussed during the start of job each day12.5 Provide special protection while handling chemicals. Always wear suitable PPE such as ,respirator, safety glasses,gloves etc.12.6 Each container in the area should be clearly labeled with at least the name of the product identification number, and any appropriate hazard warning.12.7 Flammable Material; and 'No Smoking;'No naked Light' etc displayed, Access and other roadwyas must be kept freefrom obstruction due to emergency12.8 Keep the suitable fire extinguishers in ready condition.12.9 Do not eat or smoke wearing a paint soaked coverall / gloves12.10 Ensure the equipment / tool to be used for spray painting (such as Spray Paint Gun, Hoses, pump etc) are free from blemish.12.11 The spray paint gun & hose are adequately bonded to preventaccumulation of electrostatic charge.12.12 Store the paint & thinners in safe & designated location awayfrom source of ignition12.13 Keep away from ignition sources, no smokin where painting is done.12.14 Ensure proper ventilation of the area.gg12.15 Dispose used paint to a proper disposal area.If you find any container without label, or cannot identify the contains. Carry out the following:•Seal the container and tag it as a potential hazardous material. Mark it “do not open, do not use”.•Store the container in a secure area until it can be identified and labeled or disposed of. Keep it from other chemicals.•Notify the appropriate people.•Document your actions13. Ground operators must wear helmets.14. Tools and parts used at heights should be kept in tool bag, and do not throw down arbitrarily.15. Measures should be taken to prevent injuries by falling sparks while gas cutting or welding cutting at height.16. Enclose the hoisting area and set as restricted, only authorized personnel are allowed to enter in.17. Lapping wires is not allowed. All appliances must install leakage protection, switches, sockets and other facilities which are firmly fixed. Protective cover should be set to prevent from touching and leakage. Only professional personnel are allowed to operate the electrical equipment.。

Method Statement for Road Works (道路施工方案英文)

Method Statement for Road Works (道路施工方案英文)

METHOD STATEMENT FOR ROAD WORKSTABLE OF CONTENTS1.0 SCOPEThe purpose of this Method Statement is to describe the Methodology involved in construction of Road Works in accordance with project technical specifications, international standards and codes, local rules and regulations (QCS-2010). This method statement will cover the following works:❖Earth Works Preparation to Road Formation❖Granular Sub-base Preparation Works❖Asphalt Works2.0 PERMITS AND LICENSESThe Permits and License required for commencement of the work shall be obtained prior starting any site activities, the permits and license shall be obtained from the Following:❖Electricity and Water Authority❖Tel-communication Operator❖Municipality Government❖Ministry of Environment❖Public Work Authority (Roads)3.0 SEQUENCE OF WORKS FOR ROADS3.1 Site preparation❖Prior to commencement of work, the contractor shall obtain the relevant work permits from Client❖The contractor shall under take clearing of site in order to remove any existing vegetation; steel, concrete, unused buildings identified for demolition, piping debris, loose windblown sand and other foreign materials.❖All existing structures, foundations, etc. as indicated above shall be entirely demolished, removed, transported and disposed of by the contractor to a debris yard designated by Client. All soft spots left shall be filled with suitable material and compacted as perspecification.❖Excavated material, if any, and suitable and approved by Client for backfilling shall be transported and placed in fill areas within the limits of the work.3.2 Survey and Setting Out3.2.1 Survey Markers❖Survey Markers shall be durable, appropriate to location and intended use.❖Survey Markers shall be clearly identifiable and protected from construction traffic. For installation of a Survey Marker into reinforced concrete, the JV's will ensure that steel reinforcement bars are to be avoided.❖Either removable anchors or epoxy adhesive shall be used as the methods of fixing Benchmarks are a particular type of Survey Markers used in the control of elevation.❖Benchmarks shall have a domed surface for unambiguous staff placement. Primary Benchmarks shall comprise a stainless steel bolt securely placed vertically into aconcrete slab, or horizontally into a column.❖The protrusion shall not pose a safety hazard. Survey Markers used for horizontal control shall have an unambiguous point above (or below) which a survey instrument can be precisely centered.❖The point shall comprise either a punch mark or the intersection of 2 lines forming a cross. Cross-headed road nail (75mm long) complete with a colored washer shallgenerally be used as a Survey Marker.3.2.2 Control Observation, Adjustment and Presentation❖Homogeneous horizontal and vertical survey control is required prior to any setting out.Survey control shall evolve from the whole to the parts. Where practical, all survey points within a horizontal survey control network shall be occupied and observed from.❖Forced centering techniques shall be used throughout. A round of angular observations shall comprise the mean of observations taken on both faces of the total station. A minimum number of 4 rounds of horizontal and vertical angles shall be observed at each instrument set up.❖For control work, the angular spread of horizontal angles shall not exceed 3’’ of arc.Distances shall be measured in both directions. All raw data pertaining to each set up shall be electronically recorded. Survey control shall include redundant observations.Observation networks shall be processed using the method of least squaresadjustment and the resulting residuals to the observations shall be inspected formagnitude.❖Any large residuals or error ellipses shall be examined and appropriate remedial action shall be taken. Precise leveling shall be double run using equal back and fore sights at each instrument set up. Leveling sights shall never exceed 30 meters. On the ground surface, the Contractor shall establish stable bench marks adjacent to the site so that the distance between adjacent benchmarks does not exceed 250 meters.❖Height datum transfer accuracy shall be better than 2mm in a 30m deep shaft. The transfer of height datum shall be by various independent means. azimuth transfer from surface to underground shall be better than 3“ of arc and point transfer shall beaccurate to within 2mm. Such transfers shall be by various independent means.❖ At 3 month intervals, the Contractor shall conduct a complete survey of all existing survey control. A bound, A4 size survey control report shall be submitted to theEngineer for acceptance within 2 weeks of completing the field work.❖The convention adopted shall comprise Station Name, Easting, Easting, Northing and Elevation reading from left to right report shall contain the following information report shall contain the following information: dates of survey, fixed survey control and values, specification of instrumentation used, calibration status of instrumentation used,observational acceptance criteria, list offinal adjusted co-ordinates findings andconclusion.❖Attached to the report shall be the observations (A4 print out of electronic booking sheet or customized spread sheet), adjustment with residuals and station error ellipses, table of differences in mm from previous co-ordinates and elevations (if applicable),a drawing clearly showing layout of scheme and measured quantities and final co-ordinates in tabular form.3.2.3 General Setting Out❖The Contractor shall carry out a comprehensive level survey of the Contract area before any work commences on the site that may alter original ground levels.❖Pre-computation shall be carried out prior to any setting out. For rail projects, the effects of cant and throw shall be incorporated into pre-computation wherever relevant.❖ All pre-computation shall be readily available in a spread sheet format for use on site.The method of setting out for each particular element of the work shall commensurate with the required accuracy, the method of construction, and shall be appropriate for site conditions.❖In the setting out process, all elevation transfer conducted by leveling shall start on an established benchmark and finish on a different benchmark. If a significant disclosure is detected, the reason shall be determined and the necessary corrective action taken.❖After the erection of the formwork and prior to concreting, a survey check shall be carried out on the formwork to ensure that the setting out has been done correctly.❖ A spreadsheet shall be used in all instances to tabulate the difference (or offset) in mm between the actual set out (or as-built) co-ordinates from the design co-ordinates. In cases where the design is an alignment, offsets to the alignment shall be computed for each surveyed point.3.3Earth Works3.3.1Earthwork General❖The JV will carry out all earth work in such a manner as to prevent erosion or slips and shall limit working faces to safe slopes and height.❖The JV will ensure that all surfaces have at all times sufficient gradients to enable them to shed water without causing erosion.❖Hauling of material from cuttings or the importation of fill material to the embankments or other areas of fill shall proceed only when sufficient compaction plant is operating at the place of deposition to ensure compliance with the requirements of Client.❖Construction traffic other than that required for the excavation and trimming shall not use the surface of the bottom of a cutting unless the cutting is in Rock or the Contractor maintains the level of the bottom surface at least 300 mm above formation level.❖Any damage to the sub-grade arising from such use of the surface shall be made good by the Contractor at his own expense with material having the same characteristics as the material which has been damaged.❖The JV will arrange for the rapid dispersal of water shed on to the earth works or completed formation during construction, or which enters the earth works from any source❖The JV will provide where necessary temporary water courses, ditches, drains, pumping or other means of maintaining the earth works free from water❖The JV will take special care that naturally occurring materials within the site are not rendered unsuitable by his method of working. Areas of cuttings and excavation shall be so worked that rainfall is conducted rapidly away from the exposed material and at times of expected heavy rain that the cutting areas are protected by appropriatemethods of working and drainage provisions.3.3.2Classification of Earth Work MaterialThe following definitions of earth works shall apply to this and other clauses of the Specification in which reference is made to the definitions:❖ Top Soil' shall mean the top layer of soil that can support vegetation.❖ Suitable Material' shall comprise all that is acceptable in accordance with the Contract for use in the works and which is capable of being compacted in the manner specified in project Technical Specifications to form a stable fill having side slopes as indicated on the drawings.❖ Not Suitable Material' shall mean other than suitable material and shall include :•Material from swamps, marshes or bogs;•Peat, logs, stumps or other organic matter and perishable and toxic materials;•Material susceptible to spontaneous combustion.•Clay of liquid limit exceeding 80 and/or plasticity index exceeding 55.❖‘Rock' shall mean hard material found in ledges or masses in its original position,which would normally have to be loosened either by blasting or by pneumatic tools, or if excavated by hand, by wedges and sledge hammers. ‘Rock’ shall also includeall solid boulders or detached pieces of rock exceeding 0.10 m 3 in size in trenchesor exceeding 0.20 m 3 in general excavation.3.3.3 Excavation❖Excavation will be carried out to the dimensions, lines, levels and slopes as indicated on the IFC Drawings.❖If the JV excavates deeper than the depths shown on the Drawings or as instructed by the Client, then he shall fill in such excessive depths with acceptable materials to the satisfaction of the Client.❖The bottom of all excavations shall be free from mud and water, trimmed clean, protected from the effects of weather and thoroughly compacted and consolidated❖The JV will be responsible to excavate to the top of soft or defective soil below the formation level and backfill with Suitable Material. Such backfill will be well compacted in layers of accepted thickness by approved manners and means.3.3.4Cuttings and Cut Slopes❖Unless otherwise specified, no portion of the earth cutting shall vary from the specified or ordered formation level by an amount exceeding 150mm.❖In the case of cut slopes, no portion of the completed slope shall vary by an amount exceeding 100mm (measured at right angles to the slope).In all cuttings, whether in earth or rock, undulations in the general plane of the slope will not be permitted.Unless otherwise specified, excavation in rock shall extend to at least150mm below the specified formation level and backfilled with approved materials.❖Any overhanging, loose or unstable material shall be removed. The excavation shall be so arranged that the working areas are adequately drained throughout the period of construction.❖In cutting where the strata consists of earth overlaying rock which is required to be cut to a slope of 1 (H): 2 (V) or steeper, the face of the rock shall be given its appropriate slope up to the junction of the rock and earth and the latter shall be stripped to form a bench 900mm wide and sloped to the gradient as specified.3.3.5Maintenance of Excavated Area❖ Continuously monitor the dimensions / level of excavation to avoid over Cutting if any accidental over cutting takes place, fill and compact with Suitable material to thedesired level.❖ Remove any undesirable material (vegetation, organic soils etc.)Encountered duringexcavation and fill with approved granular material.❖ Take necessary measures to keep the excavation free from water by De-wateringwherever required.❖ Arrange shoring so that it does not interfere with the progress of work andFunctioning of nearby facilities as work proceeds, remove the shoring carefullywithout causingany danger to the excavation.❖ If any accidental slips or settlement occurs in the excavated area, Properly fill byselected fill or with mass concrete.3.3.6Sloping the Sides of Excavation❖ Wherever there are chances of sliding, properly slope sides of Excavation.❖ Trim the slopes by hand to uniform batters as shown on the IFC Drawings.❖ Trim any rock or boulder appearing in the face of the slope, and remove italtogether, if it seems unstable.❖ If any rock is removed, fill the resulting void with compacted material.❖‘Imported Rock Fill' shall be clean well-graded quarry waste provided by the Contractor from sources outside the Site. It shall be resistant to weathering, to the acceptance of the Client.❖ The maximum size particles in the material shall pass through a rigid 200mm square grid and the largest dimension of any particle shall not exceed 300 mm. The material shall not have more than 10% of its particles passinga0.75 mm BS sieve.❖‘Fill Material' shall mean Suitable Material for backfilling with the exc eption of Rock and Imported Rock Fill❖‘Special Fill Material’ shall mean Suitable Material of which at least 95 per cent shall pass a 125mm BS sieve and at least 90 percent shall pass the 75mm BS sieve. Up to 5 per cent of the material may be made up from isolated boulders of maximum dimensions not exceeding half the thickness of the layer of material being placed.Liquid limit not exceeding 35❖plasticity index not exceeding 12(h) ‘Selected Fill' shall be well graded granular natural sands, gravel, crushed rock, crushed concrete, well burnt shale or othermaterialsaccepted by the Client. The material passing a 425 micron BS sieve, when tested inaccordance with BS 1377, shall have a plasticity index of less than 6%.❖‘Imported Fill Material' shall be Fill Material supplied by the Contractor from a source outside the Site and accepted by the Client's.3.3.7 Compacting and Levelling the Fill❖ During compaction, maintain the M.C of fill material, usually +/- 3 Percent of OMC. If Required, add clean water to the fill material in order To maintain the necessary M.C❖ Achieve minimum density of specified M.D.D. of soil, by using roller / Plate compactor or any other approved equipment.❖ Around new (or existing remaining) concrete foundations or other Substructures do Not compact by rolling. Instead, use mechanical Rammers or plate compactors to Compact the space in vicinity of Concrete structure.❖ After compaction, level the surface free from undulations using suitable Equipment.3.4 Materials forSub-base3.4.1Fine Aggregate for Sub-Base❖Fine aggregate (Passing the 4.75 mm sieve) shall consist of crushed mineral aggregate and/or natural sand.❖The fine aggregate shall be clean and free from organic matter, clay — balks and other extraneous or detrimental materials.❖The ratio of aggregates passing the 0.075 ram sieve shall not exceed 66% of the portion passing the 0.425 mm sieve.❖The material passing the 0.425 mm sieve shallhave a maximum liquid limit of 25% and the plasticity index shall not exceed 6%.Where the source of fine aggregate does not meet the above requirements, with the Engineer's approval, add fine aggregate and filler to correct the gradation or to change the characteristics of the material passing the 0.42 mm sieve so as to meet the requirements. Such additional material shall be added in a manner which ensures a completely homogeneous material3.4.2Coarse Aggregate for Sub-Base❖Coarse aggregate (retained on the 4.75 mm sieve) shall consist of crushed stone crushed gravel with minimum of 50% by weight having at least one fractured face.❖The flakiness index of the aggregate shallnot exceed 35% when tested in accordance with BS 812.❖The Los Angeles Abrasion Loss, as defined by ASTM C131/C535, shallbe 40% maximum.❖The aggregate type for the sub-base shall be crushed limestone.170-7.5.66 ❖The coarse aggregate shall be hard and durable and free from organic matter, clay and other extraneous or detrimental materials.❖Coarse aggregate shall have a maximumloss of 20% by the magnesium sulphate soundness test when performed as per ASTM C88 for 5 cycles.❖The minimum CBR value obtained when preparing samples of aggregate base and aggregate Sub-base at optimum moisture content and at 100% relativecompaction and soaking them for 4 days shall be 80% and 60%; respectively. The maximum permitted swell shall he 0.5% and 1.0%; respectively3.4.3 Mix Design for Sub-base❖ Aggregates sub-base shall consist of crashed mineral aggregates or natural mineral aggregates of the designated gradation and thickness.❖The maximum dry density and the Optimum moisture content of the material shall ascertained as per the test procedure given in CML 12- 97 andthis shall beused to assess the degree of compaction of the mix after rolling❖The pavement layer designated as sub-base, the material shall conform to Class B or Class C❖The particle size shall be determined by the washing and sieving method of BS 812: Part. 103.❖Fine and coarse aggregates for sub-base shall be combined gradation of material that meets the requirements of the specification for density and other properties,❖The aggregate bases shall conform to the class A or class B gradation and the aggregate sub-base shall conform to the class C gradation, as given in the following Table:❖Immediately comply with such instructions without being entitled to any indemnities or extensions as a result of such instructions. Any equipment or plant shall not be used beforeobtainingthe approval of the Client and to engage skilled And trained operators, mechanics and labour to carry out the works.3.5 Plant Generally❖ The machinery and tools used in constructing the various items involved in asphaltworks shall be in good workingcondition and free of oil and fuel leaks This variousitems shall be maintained and preserved for the whole duration of the work. TheClient shall approve the machinery and tools before works begin and supply of such machinery with adequate quantities in order to execute the work with due speed and precision.❖ For the Client if required, the manufacturer's catalogues, specifications and other published data for the equipment and machinery shall be supplied.❖ On first erecting a batching plant and at least once each three months thereafter, the plant shall be calibrated by a calibration service organization approved by theCentral Materials Laboratory. Production shall not be permitted if the weigh batch calibration does not comply with the requirements of BS 5328.❖ The Client shall have the right to stop the use of any equipment or plant which he deems to be inferior to the quality required or detrimental to the permanent works and to instruct the removal of such equipment and to have it replaced by suitable equipment❖Immediately comply with such instructions without being entitled to any indemnities or extensions as a result of such instructions. Any equipment or plant shall not be used beforeobtainingthe approval of the Client and to engage skilled. And .trained operators, mechanics and labor to carry out the works.3.6 Inspection and Testing Control❖For verification of plant weights and measures, character of materials used in the preparation of the mixes, testing and other quality control requirements, the Engineer shall at all times be provided access to all portions of the mixing plant, aggregate plant, storage yards, crushers and other facilities used for producing and processing the materials of construction❖The Engineer shall have authority to take samples and perform tests on any material supplied to the site from any source whatsoever in order to establish complianceandtoaccept or reject as he deems necessary. Samples shall also be taken from completedwork to determine compliance. The frequency of all sampling and testing shall be asdesignated by the Engineer.❖Suitable facilities at the quarry or plant shall be provided to carry out all necessarytests on the raw materials and mixes.❖For obtaining specimens of materials and samples taken from stockpiles shall be arranged, including the provision of any necessary equipment and plant. This work shall be performed in the presence of the Engineer if so directed by the Engineer.❖Materials that are not in compliance shall be rejected and removed immediately from the site of the works times otherwise instructed by the Engineer.❖Where defects in the material or the completed work have been corrected, until approval has been given by the Engineer subsequent work shall not proceed.❖Materials which require drying before performing any of the designated tests shall be dried out at temperatures not greater than 100 OC.3.7Installation Procedure for Sub-base❖Before commencing the construction of the sub-base, written approval for the Engineer must be obtained thatthe sub-grade is in compliance.❖Before starting the sub-base all the structures have to be installed like kerbs, dropped kerbs, barrier’s foundations, median b arriers, channel block andgully's pre-cast concrete part with road gully pot.❖If the naturalmoisture content is less than the optimum moisture content, the necessary amount of water must be added to obtain the optimum content.❖Allowance shall be made for the quantity of moisture which may be lost by evaporation in the process of raking, leveling and compacting, depending on atmospheric temperature❖The compacted layer shall have moisture content within. ±2% of the optimummoisture content.❖The moisture content shall be uniform in all parts of the section where the work is being carried out and in the various depths of the layer thicknessCompaction shall start immediately afterthe material has been laid.❖Work on the sub-base courses shall not continue during rainy weather.❖Material shall be spread as 2 layers to a thickness that would result in layers not more than 150 mm thick after compaction❖The course shall not be rolled when the underlying material is soft or yielding or when the rolling causes a wave like motion in this course.❖When the rolling develops irregularities, the irregular surface shall be loosened, then refilled with the same kind of material as used in constructing the course and again rolled.❖Rolling must continue until a relative density of not less than 100 % of the maximum dry density has been obtained as determined by the moisture density relationship in CML 12-97❖Care shall be taken so that layers already compacted under the layer being executed are not damage, or that the formation is not damaged❖Any such damage resulting in mixing the various layers constituting the different sub-grades and sub- base courses shall be carefully made good by our own expense and to the satisfaction of the Engineer.❖Any material that fails to meet test requirements shall either be reworked or removed and replaced and then retested to check for compliance. Also the corrective actions and protection shall be done accordance with QCS section 6 parts 4.7 and 4.8.❖All testing shall be can-led out in accordance with AASHTO T96, AASHTO T104 and the relevant parts of BS 1377 or CML Standard Methods of test❖The sub-base shall be compacted and tested for acceptance in accordance with SML 12-97 and BS 1377 to attain a minimum density of 100 % of the maximum city density ofthe material. Two tests every 500 m2 shall be carried out unless otherwise directed bythe Engineer.❖Whenever the degree of compaction is found to be less than required, the area of sub-base involved shall be satisfactorily corrected.❖The gradation of the placed material shall be checked by taking samples from an area0.5x0.5 m from the full depth of the layer for every 1000 m3 of laid material. Thegradation shall be tested in accordance with BS 812: Part 101❖Wherever the gradation is found to be outside the designated limits, the area of sub-baseinvolved shall be scarified, removed or reworked to provide a gradation incompliance.❖The final surfaces of the sub-base shallbe tested by means of a 4 meter long straightedge. And no rises or depressions in excess of 10 mm shall appear inthe surface.❖The finished surface shall be checked by dips or spot levels and shall be constructed to the designated grade levels to within ± 10 mm.❖Where these requirements are not met, the full extent of the area which is out of tolerance shall be determined and shall make good the surface of the course by scarifying to a minimum depth of 75 mm or4 times the maximum particle size. Whichever is greater, reshaping by adding or removing material as necessary, adding water if necessary and re-compacting.3.8 Protection of the Surface❖The sub-base course shall be protected sothat it shall be maintained sound during work progress, after its completion and before receiving the bituminous layers orbefore laying the surface overlay thereon.❖Any damage caused to the layer if exposed to traffic or natural conditions resulting in damage to its surface shall be made good according to the satisfaction of theEngineer.❖The Engineer has the right to stop all hauling over completed or partially completed sub-base course when there is any proof such hauling is causingdamage.❖Following the completion of the sub-base course, all maintenance work necessary shall be performed to keep the course in a condition for priming.3.9 Materials for Asphalt Work❖Fine aggregate is that portion of the mineral aggregate passing the 2.36 mmBS Sieve.❖Fine aggregate shall be non-plastic and chemically stable.❖Unless permitted elsewhere in the contract, the aggregate type for the wearing and intermediate courses shall be Gabbro.❖Fine aggregate shall be clean and free from organic matter, clay, cemented particles and other extraneous or detrimental materials.❖Sampling of fine aggregate shall be in accordance with BS 598 part 100.6❖Fine aggregate shall be consist of crushed hard durable rock and shall be of such Gradation that it will meet the required gradation Wadi beach or dune sand won't be Used.❖Individual stockpiles of crushed -fine ag g re g ate shall have a sand equivalent of not less than 30.❖The loss by the magnesium sulphate soundness test, as determined by ASTM C88, shall be a maximum of 18 %❖The maximum acid-soluble chloride content shall be 0.1% and the maximum acid- soluble sulphate content shall be 0.5 %.❖The fine aggregate shall havea maximum plasticity index of 4 % when sampled form stockpiles and shall be non-plastic when sampled from hot bins.3.10 Coarse Aggregate for Asphalt Work❖ Coarse aggregate is that portion of the mineral aggregate retained on the 2.36 mm BSSieve. Coarse aggregate shall consist of crushed natural stones and gravel. Crushedparticles shall be cubic and angular in shape and shall not be thin, flakyor elongated.❖ The source of crushed aggregate is considered to the crushing site from which it is produced. Sampling of coarse aggregate shall be in accordance with BS 598 : part 100.❖Coarse aggregate shall be clean and free from organic matter, clay, cemented particles and other extraneous or detrimental material The degree of crushingshallbe such that a minimum of 99 % by weight of aggregate (each stockpile) having at least one fractured face and 85 % having at least two fracturedfaces. No rounded or sub-rounded particles shall be used_ The flakinessindex (of each stockpile) shall not exceed 25 % for wearing course and 30 % for intermediate and base courses and the elongation index (of each stockpile) shall not exceed 25 % for the wearing course and 30 % for the intermediate and base courses.❖The loss by magnesium sulphate soundness test, as determined by ASTM C88, shall be a maximum of 10 % for aggregate used in wearing and intermediatecourses and a maximum of 15 % for aggregate used in base course.。

Method Statement

Method Statement

2.10.1 Method StatementBrief Outline of the Proposed Method:Immediately following notification of the award..1) Preconstruction Activities:1. Agree site possession date with the Employer2. Confirm all contact names and details. This covers emergency services and facilities, utilities contacts, local and highways contacts.3. Arrange insurances and bonds as required.4. Confirm release of the Advance Payments as Clause 13.2of the Contract.5. Agree site specific control documentation.6. Undertake complete Topographical and Geotechnical surveys of the site, commence photographic record.7. Proceed with detailed design of the Works, with priority to first phase civil and structural elements. Submit details for approval.8. Submit first phase materials for approvals.9. Submit site establishment details for approval, including safety equipments.The details cover facilities for Client Representative, Design and Construction supervision and approval, Contractors facilities covering in-house and subcontract design, staff and labor offices and messing facilities, laboratory and testing facilities, plant and equipment parking and maintenance facilities, and secure materials and equipment storage areas. Also covered are on site production facilities andsecured sample rooms for submittals and approved materials.Details of construction and equipment to be on and off site are attached in a separate schedule; however we are able to provide all the plant and equipment necessary for the complete execution of the Works.10. Agree access and security perimeter details. Obtain necessary permits to start Works.2) Preliminaries:11. Take possession of the site. Jointly confirm beacons, dimensions, and access limits.12. Establish and secure access points as agreed.13. Provide materials and establish secure perimeter, including signworks.14. Clear, prepare, and secure site establishment areas, including services.15. Prepare site establishment facilities and mobilize equipment and manpower as agreed.16. Prepare Contract Programme and update Method Statement. Submit for approvals.17. Provide safety induction courses for staff and workers. Update as required.18. Prepare co-ordinated procurement programme, to highlight specific approvals deadlines. (Note that ‘procurement’ includes design, plant, subcontracts, and manpower as well as materials and equipments for incorporation into the Works) 19. Prepare schedule of existing conditions and submit for approval. Identify wherethe conditions encountered require changes in the initial design assumptions, and advise the Employer accordingly.20. Establish production/supply facilities, for concrete, asphalt, stone, sand, water; rebar, formworks, additives, curing compounds, protection methods. submit samples and obtain approvals.3) Site Works:22. Foundation pit supporting and drainage engineering safety constructionIf the foundation pit supporting adopts steel sheet pile or the reinforced concrete prefabricated piles for pit wall supporting, it has to accord with the following rules:(1)Decrease the influence as far as possible when piling on nearby buildings and structures.(2)When the soil is bad, appropriate USES tooth jewels sheet pile(3)If adopting the reinforced concrete piles, Excavation starts after the pile body meets the design strength of concrete.(4)When digging nearby pile body, it can't influencepile body.23. If adopting Steel sheet pile or reinforced concrete pile for pit wall supporting together with the Anchor bolt, it has to accord with the following rules:(1)Anchor bolt should choose steel rebar.Remove grease and rustbefore using it, to strengthen the binding force and avoid accidents.(2)Anchor fixing part should be set in soil or rock with good stability, and the length should be greater than or equal to the calculation regulations.(3)Drilling should not damage environment, the existingcable or other buried content(4)Measure the stretching resistance of Anchor bolts before the construction. (5)Anchor bolt part should be perfused by cement mortar. Check the anchor head tighten and soil conditionsaround the bolts.24. Artificial precipitationArtificial precipitation means burying a certain number of filter tube or well in advance before the pit excavation, drawing water by the drawing equipment to make ground water level below the pit bottom, and meanwhile keeping drawing water while excavating the foundation pit, so as to make the soil keep dry and prevent radically the fine sand and powder soil resulting in flow sand phenomenon.Artificial precipitation methods includeLight well point, injection well point, casing well point, deep well pumps and electricity into well points and so on. According to the permeability coefficient of soil, reduction the depth of the water level, the features of the project and equipment conditions, we should choose the most appropriatemethod.25. Secure and divert the main surface water outfall from the existing Airport at the entry point to the new site. The outfall is to be taken clear of the working area, and if instructed a new alignment established outwith the area of the Phase II works.26. Clear site of obstructions, strip and retain top soil as directed.27. Undertake building ‘fit’ check and submit details to the Employe r for approval.28. Set out the Works and establish clean access to all first stage works.29. Establish a control grid for level and location of all elements of the Works.30. Excavate unsuitable materials such as black cotton soil from the roads, hard standings, and building areas and remove to a place of deposit.31. Establish formations for first stage works, submit for approvals.32. Prepare formation for subgrade on proposed rail line. Upfill with hardcore to provide Phase I temporary access running surface and access to the site establishment areas.Underpass section of the line is to be deferred until permanent drainage is installed.33. Provide dewatering equipment and excavate for basement areas at the Terminal Complex.34. Confirm formation conditions and submit for approvals. Set-out and install underslabservices and penetrations.35. Provide for underground connections to the existing JKIA installations. Either by use of a reserve or duct, or by incorporation of a pc box. The decision will relate to the sensitivity of the services connection, and timing requirements.36. Prepare formations for basement slabs and protect with blinding concrete.37. Submit concrete pour procedures for approval.38. Re-establish control grids, set out and prepare basement slabs, including approved waterproofing installation. Incorporate reinforcement, inserts and penetrations as detailed. Offer for inspection and approval prior to delivery of concrete.39. Concrete will be supplied in transmixer trucks from our approved off-site batching facility. A smaller ‘make-up’ plant will be retained on site for use when necessary, with the material being subject to the same approval processes as are applied to the main supply facility.Following approval of the prepared areas concrete will be supplied and placed in position in accordance with the approved procedures, and subject to the normal supervisory control. Samples will be taken in accordance with the requirements of the Contract and subject to the set preparation by our on-site laboratory prior to testing to confirm compliance.Concrete placement will be by skip via cranes, by pump direct to the work area, or direct from the transmixer, depending on the access available. The concrete will be placed, compacted, floated, and protected in accordance with agreed and approved procedures.The procedures here will be repeated for all of the in-situ concrete works.40. Following approval of the work done and the procedures proposed, preparations will commence for construction of the basement walls with cleaning and scabbling ofconcrete surfaces at wall kickers, fixing of reinforcement, formworks and services inserts and penetrations. When the preparatory work is approved, forms closed and secured and access platforms positioned, the concrete pour can proceed.41. The pour procedure for casting of the intermediate columns, downstand beams, and basement roof slab follows the general procedure as noted above. Again the control of services co-ordination, procurement, and approvals will define progress of the Works.When the columns, beams, and slab are completed and the work approved, the specifiedwaterproofing membrane will be fixed to the external faces of the basement walls, together with its protective board, all in accordance with the Manufacturer’s instructions and backfill between the walls and the excavated surfaces can commence using approved granular material compacted in layers as specified.42. Recheck the set-out grids to ensure that the control points remain unchanged.Set out for structural bases and strip footings in the area of the new Terminal building.Here the locations are defined by access considerations, where casting of bases must permit sufficient separation to ensure that green concrete does not suffer shock. Request approval for the proposed pour pattern.Excavate through compacted murram for the specific bases, prepare formations and compact, submit for approval, and lay blinding concrete on approved formations.Prepare bases and associated strip footings, fix formwork and reinforcement, checkservices requirements and incorporate inserts and penetrations as required, submit for approval and cast following approval.43. Prepare for substructure columns and walls on the bases noted above. Incorporate services as required and cast following approvals. When cured, prepare for and backfill in layers to specified grade. Protect exposed elements.44. Establish set-out grids for the grade separated roundabout linking the existing airport to the new terminal. Agree the work sequence and safety measures required to protect airport traffic and minimize interference. Prepare and submit a programme covering access timetable and pour pattern for approval.When approved set up signage and security measures and excavate for column foundations, prepare formations and submit for approval.Lay blinding concrete on approved formations.Proceed as described in items 38 and 39 above, with the proviso that measures to protect the public are necessary due to the proximity of the bases to the road.45. Prepare for substructure columns and/or abutments as noted. Provide deviations where necessary to permit traffic movement. Where access issues demand specialmeasures it may be necessary to request approval for night work.When approved set up signage and security measures and cast concrete columns and abutments as noted.The physical constraints present at this work area indicate that the bridge deck must be precast, which will greatly reduce the time required on site and eliminate the need for extensive falsework. Again it is expected that the decking will be delivered and placed in position by mobile crane during night hours when there will be least interference with traffic. At this stage it has not been decided whether the decking will be precast on or off site. Once details are available these will be submitted for approval.46. When the grade separated roundabout is advanced the access lanes will be introduced, the intention being to complete both elements at the same time and hand over for beneficial use. Construction of the lanes will require that part of the existing road be allocated to permit space for the new works to proceed. The details will form part of a submittal for approval, as will the signage, furniture, surfacing, and finishes.Here the roundabout and the slip roads are required to accept traffic from the existing airport, while the extended road provides access to the new terminal.The construction and approval process will follow the established pattern as noted, with the further exception that the works will be the first section of the project to be commissioned and handed over, and will be a test piece for that exercise.47. The split nature of the overall project requires that allowance be made on site for introduction and capping of services under the ground slab. The capped lines will be activated when phase two of the project proceeds, and similar allowance is needed when elements of the curtailed structure are affected. Such details are not available now but will be provided and submitted for approval prior to the need on site. A specific example is the direct fuel supply system, from hydrants under pressure in a ring main.48. Introduce tower cranes on rails to serve upper levels and roof structures.49. Structural works continue with preparation for incorporation of services within the area of the ground floor slab in the terminal building. Here box-outs and penetrations are needed, and inserts where services are incorporated. A submittal will be provided for the pour pattern to suit the cast-in anchors for conveyors and other equipments, and to provide continuity for services continuing in the superstructure. Again the approval procedure will apply to areas prepared for concrete.50. By this stage in the construction programme the design details for the roof and support structures will be available. It is assumed that the roof structure is galvanized sheeting on fabricated beams which spring from the second floor area. The loads from the roof structure are transferred to the ground through heavily reinforced in-situ concrete beams/columns hence the roof work commences at the ground floor or lower.Details of the system will be submitted for approval early enough to ensure thatthe anchorages are provided in time and that orders are placed for the steelwork.51. The grid control system is now transferred into the building and set to permit verticality checks through use of riser shafts and external elements.Support scaffold is introduced to suit formworks for the suspended floor slabs and inserts and voids provided to suit services requirements. The sequence of slab/column or wall and slab again is followed with allowance for services inserts and box-outs as needed.In each case the items are submitted for approval prior to pouring concrete.52. As the areas become available concrete works can proceed with the access ramps and dropping areas, with the transit hotel, and other fixed structures. In all cases the works are confirmed by the services team , and submitted for approval prior to casting.53. Steel work for the roofing structures is supplied to site with identification tags and site protection as specified. The material is checked against the delivery schedule and when approved is laid out at the work area.The method statement is confirmed and the support equipments, craneage, and scaffold approved prior to commencing erection of the steelwork. The erectors are required to have safety equipments including personal harnesses. As the steelwork is likely to be unstable until purlins and sheeting are fixed turfers are needed to hold the sections in position. The steel fabricator will confirm the temporary anchor positions.54. The approved roof sheeting is delivered in flat packs on pallets. The roof er’s safety procedures are confirmed and approved before the materials are raised into position for fixing. The sheets, hook bolts, nuts, washers and profiled joint sealant are set on the deck and lifted by the roofers. The fixing sequence is approved in advance to avoid uneven loading of the structure. Elements of the lightning protection system can now proceed.55. First and second fix of services and finishes has proceeded in the structure where the works involve inserts and brackets, or the materials are safely concealed underground or out of reach. Works which can safely proceed without building enclosure can continue. Architectural finishes such as screeds and plaster and fixings for ceilings can proceed.56. Installation of the approved curtain walling can commence once the heavy lift items have been moved inside the terminal. The areas are large and the walling will be supported on a steel sub-frame to avoid distortion. The method statement and access arrangements will be provided for approval by the specialist supplier. Details of protection measures will be issued and implemented to minimize the likelihood of damage.57. Fixings and finishings form a substantial part of the works, much of which cannotproceed before the building is watertight and secure. A security team will be deployed in the building with zonal responsibility and the ability to lock areas off, with access by permit only. The phasing of the works is not included here, however tiling, painting, metalworks, rails, doors, etc can commence as areas become available. Surface mounted electrical and plumbing items, lighting units, security units, mineral fibre tiles and other climate sensitive items cannot however be installed until later.58. Supply and distribution of furnishings. As and when approved by the Employer. This is a last minute exercise.59. Work on the hard standings, aprons and taxiways has proceeded in tandem with the installation of services. Here the services cover main drainage culverts, water supply, and power, together with the specialist services for the airport. The works are scheduled in sections and the team signs off on areas before closing with concrete or asphalt. As noted the in-house testing process is continuous and no area is closed without undertaking continuity checks, water checks, or whatever is appropriate. 60. Landscaping works cover the areas between taxiways and specifically decorative areas at the terminal building. When areas are sufficiently clear to permit landscaping access we prefer to introduce this work to enable the plants to grow and soften the lines. It is not possible to be specific about the extent of this exercise at this time.61. External works are partly covered in earlier items of this statement. Signworks, kerbs and other edge markers, lighting poles, gulley covers, manhole covers surface drains, perimeter fencing, security gates etc.The incomplete work on the railway alignment can proceed.62 Start formal commissioning programme. Obtain commissioning documentation from the suppliers and the specialist contractors and personalize for the project. The Employer will introduce his commissioning team and we will attend to carry out the tests and they will record results.As all items are examined and several of the tests are exhaustive the period allowed will be needed.4) OccupationalHealth , Safety Control& SecurityWe will fully comply with the requirements of the Health, Safety, Security and Environment management and Coordination Act.All the activities of the construction work shall comply with our Safety and Health Policy. Also, all the staff and site activities will comply with Employer’s Security Requirements.Health during the construction of project is also influenced in large part by decisions made during the planning and design process. Some designs or construction plans are inherently difficult and dangerous to implement, whereas other, comparable plans may considerably reduce the possibility of accidents. For example, the operator of thedumping equipment and the crane clear understand and obey the safety order during the construction period can greatly reduce the possibility of accidental occasions. Workers shall constantly be alert to the possibilities of accidents and avoid taking unnecessary risks.In addition to providing, equipping and maintaining adequate first aid stations throughout the Works in accordance with the Laws of Kenya, the Contractor shall provide and maintain on site during the duration of the Contract, a fully equipped dispensary. The dispensary shall be staffed with a qualified Clinical officer/ Nurse. Safety largely depends upon education, vigilance and cooperation during the construction process. The Contractor shall take an active role in civic and public health education to his employees and the community in general. To this end the Contractor shall initiate and coordinate a HIV/ AIDS awareness program. Such as the Contractor will display AIDS awareness posters in all buildings frequented by workers employed on the contract, where such buildings fall under the control of the Contractor. AIDS awareness shall also be included in the orientation process of all works employed on the contract. The following Measures to reduce the risk of HIV Virus will been taken: Conduct seminars to workforce on preventive measures; Provided protective gadgets to work force; Preach the word of God during free time.5) Protection of the EnvironmentWe will be responsible for the following measures to protect the environment in accordance with the Environmental Management Plan as defined in the Environmental Impact Assessment prepared by the Client. We shall work closely with the Client’s representative for supervision.Compliance with national and local statutes and regulations relating to protection of the environment, the Contractor will be responsible for familiarizing himself with all existing national and local legislation in this regard.All construction activities shall be carried out using the best possible means to reduce environmental pollution such as noise, dust and smoke. All vehicles and plant shall be regularly serviced in accordance with the manufacturer’s recommendations to ensure that they operate efficiently and without excessive noxious emissions. The Engineer will have the authority to instruct the Contractor to temporarily cease operations and/or remove from the site vehicles or plant which do not comply with this requirement, until such time that he is satisfied that best practicable means to reduce environmental pollution to a minimum are being used.We shall at all times maintain all sites under his control in a clean and tidy condition and shall provide appropriate and adequate facilities for the temporary storage of all waste prior to disposal.We shall be responsible for the safe transportation and disposal of all waste generated as a result of his activities in such a manner as will not give rise to environmental pollution in any form, or hazard to human or animal health. In the event of any thirdparty being employed to dispose of waste, the Contractor shall be considered to have discharged his responsibilities under this clause from the time at which waste leaves sites under his control, providing that he has satisfied himself that the proposed transportation and disposal arrangements are such as will not give rise to pollution or health hazard.We shall be responsible for the provision of adequate sanitary facilities for our workforce, and that of our sub-contractors, at all construction and ancillary sites. We shall not allow the discharge of any untreated sanitary waste to groundwater or any surface watercourse.Prior to the mobilization of the workforce the Contractor shall provide details of proposed sanitary arrangements to the Engineer for approval, such as will allow him to assess whether or not the proposed facilities are adequate and are unlikely to pollute water resources, and also that the facilities will be properly operated and maintained.All concrete and asphalt plants shall be operated and maintained in accordance with the original manufacturer’s specifications and manuals, and in such a manner as to minimize emissions of hydrocarbons and particulates. If, in the opinion of the Engineer, the operation of such plant is causing, or is likely to cause nuisance or health problems to site staff or the general public, the Contractor shall carry out such work as is necessary to reduce emissions to an acceptable level within a time-scale agreed with the Engineer.We shall regularly dowse with water all exposed dirt surfaces to reduce dust levels. The Contractor shall take all reasonable measures, at all sites under his control, to prevent spillage and leakage of materials likely to cause pollution of water resources. Such measures shall include, but not be limited to the provision of bunds around fuel, oil and bitumen storage facilities, and provision of oil and grease traps for servicing and fuelling areas. Prior to construction of such facilities, the Contractor shall submit details of pollution prevention measures to the Engineer for his approval.We shall be responsible for ensuring that exposed surfaces are re-vegetated as construction progresses, all to the satisfaction of the Engineer.The removal of trees shall be kept to the minimum necessary to accommodate the Permanent Works. Prior to the removal of any trees the Contractor shall inform the Engineer of the intended operation and obtain the permission of the Engineer for the removal of the trees.We shall ensure that fires, except for controlled fires for burning rubbish, do not start within the Site or in the environs thereto as a result of the works or from the actions of his employees. The burning of waste, such as vehicle tires causing noxious emissions is prohibited. We shall have available at all times trained fire-fighting personnel provided with adequate fire-fighting equipment to deal with all fires. We shall additionally at all times provide sufficient fire protection and fighting equipment local to parts of the Works which constitute particular fire hazards.6) Testing and CommissioningTesting of the services and installed equipment will be carried out as the services installations are completed. Final testing and commissioning will be carried out prior to handing over of the completed works. Brochures and operation manual of various installations as well as a set of As-built drawings for the installations and the building works will be complied and submitted at the handing over of the works. Also Manuals and brochures of Equipment will be handed over to the Employer during the project hand over.。

钢结构清理及补漆施工措施方法

Construction method statement for Steel Structure cleaning up and touch up钢结构清理及补漆施工措施方法A.Description工作描述This method statement is prepared for cleaning up the dust、scrap iron and rust iron remained on steel structure during transport before.此方案主要是针对前期运输(海运)过程中残留在钢结构上的灰尘、铁屑、铁锈等的清理工作制定的。

B.Manpower人员计划The following is for one group and can be adjusted by adding manpower according to actual site condition when constructing.Painter 4, mainly responsible for steel structure cleaning and painting .Watcher 1, for preventing unauthorized people from entering.以下人员为一个班组人员配置,施工时可以根据现场实际情况适当增加施工人员及施工班组。

油漆工4人,主要负责钢结构清理及涂漆刷漆。

现场监护1人,主要监护非施工人员禁止进入。

C.Preparation施工准备1. To verify with each discipline if there are still constrution personnel enter intothe area to be cleaned and the platform below it, to avoid working at the same time.向各个专业确认即将清理的区域及清理区域的下一层平台是否还有施工人员进入,尽量避免交叉作业。

Method Statement of B5 steel strut(钢支撑拆除方案英文版)

Material: Steel Strut Steel Plate Welding electrode
‹#›
2.TOOLS & MATERIAL
SANY STC250 Specification
R
Arm Length
The weight of steel strut is 4 ton ,the lifting radius is 12m so , according to the table , STC250 can be used to install steel strut.
‹#›
1.INTRODUCTION
Concrete beam
Follow for construction drawing, it is required to install steel strut on south and north ramp.
‹#›
2.TOOLS & MATERIAL
Tools: Mobile Crane Chain Block Welding tools Marking/ survey tools
‹#›
Байду номын сангаас
4.QUALITY CONTROL
NO
Description
Criteria
1
Method Statement
To submit for approval prior to construction
2
Control Work Quality
To make sure the quality of work satisfied the standard
‹#›
5.SAFETY CONTROL

CONSTRUCTING METHOD FOR STEEL-FRAME STRUCTURE

专利名称:CONSTRUCTING METHOD FOR STEEL-FRAME STRUCTURE发明人:MINAMIUMA YASUHISA,ITOYOSHITOMO,KISHIDA YOSHIAKI申请号:JP18027489申请日:19890714公开号:JPH0347323A公开日:19910228专利内容由知识产权出版社提供摘要:PURPOSE:To execute construction in the good environment of a stable scaffolding, and improve the precision of quality, and shorten the term of the construction by connecting steel frame columns for providing column members with projections, to each other, after column legs are connected to base plates and underground beams are formed between the column legs to be back-filled. CONSTITUTION:To the base plates 7 of respective base foundations (n), column legs 1 are respectively connected with anchor bolts 8 via wing plates 3, and underground beams 9 are formed between the column legs 1 and after that, excavated sections are back-filled with surplus soils. After that, respective column members 2 shorter than a second floor are provided with projections 4a for connecting the steel frame beams 5 of each floor to specified sections, and steel frame columns 4 with inserting holes 4b bored through lower end sections are connected to each other via connecting members 6, the inserting holes 4a, and high tensile bolts. Then, between the projections 4a, the steel frame beams 5 are erected, and upper section structures (a) are constructed in order. As a result, the foundation sections and the upper section structures are separated fromeach other and can be constructed, and while the foundation sections are constructed, the steel frame columns and the like can be manufactured in a factory.申请人:TODA CONSTR CO LTD更多信息请下载全文后查看。

二次灌浆施工程序(中英)

1.找平层采用无收缩水泥;Choose non-shrink cement for leveling.2.垫块制作前应先凿毛基础顶面,并洒水湿润;Chisel the foundation top and wet it before leveling.3.使用无收缩水泥搅拌成粘塑性状态,直接在基础顶部制成方形垫块,并一次性找平至钢结构底脚板下表面;Cast a quadrate block directly on top of the foundation by using the mixeddope-like non-shrink cement, and level to the bottom surface.4.垫块放置部位见附图1;Position of the block refers to attached sketch 1.5.在水泥初凝后应用麻袋覆盖,并及时浇水养护;Apply sack for curing with enough and timely water after the initial setting time of the cement.6.钢结构安装在形成空间刚度单元及完成焊接并精确找平紧固螺栓后,及时对柱底板和基础顶面的空隙,用无收缩水泥二次浇灌。

Pouring to the space between the bottom surface of the column and foundation top by non-shrink cement after installing and welding the steel structure with accurate alignment and fastening the bolts.7.灌浆前清除柱底板和基础顶面空隙间的杂物和积水。

Clean out the sundries and seeper at the bottom surface of the column and foundation top prior to pouring.8.在柱头四周支模(见附图2),在模板间隙处用弹性胶皮连接,形成可折叠固定式的专用灌浆模板,便于周转使用。

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Aktogay Copper Project Sulphide PlantMethod Statement for Steel StructureLifting Operation11250-ZB-NFC-3000-MS-S-0046B01-Dec-2015Re-Issued for Review/CommentYang DezhuangGe WanjiaGuan ChengmingA 28-Mar-2015 Issued forReview/CommentShi Yajun Chen Shehua Sun Yuanpeng Rev# Date Reason for IssuePrepared byReviewed byApproved byTable of ContentsI. Purpose (3)II. Work Condition (3)III. Scope of Work (3)IV. Material and Equipment (3)V. All the Personnel for the Project (3)VI. Operation Process (4)VII. Risk Assessment (7)VIII. Health and Safety (10)I. PurposeThis project is a newly-built project invested by Kazakhmys Copper Company, handling ores 25,000,000 tons / year. This method statement is used to describe the construction method for Kazakhmys Copper Concentrate Project’s steel structure hoisting operation.II. Work Condition1) The crane must have a reasonable position.2) The lifting operation should consist of three parts: the crane driver, the rigger and the lifting personnel, and special types of workers must hold certificates and qualification certificates of local place.3) The crane must have passed the annual verification and meet the requirements.III. Scope of WorkThis construction scheme includes the required personnel and the procedures which the workers need to observe in the process of lifting operation.IV. Material and Equipment4.1 The project includes 2 260-t crawler cranes, 1 TCT7527-20-type tower crane, 1 100-t auto crane, 2 80-t auto cranes, 2 70-t auto cranes, 4 55-t auto cranes, 6 25-t truck cranes. All types of cranes are equipped with corresponding slings, fixtures, etc.4.2 Inspection and maintenance:All lifting equipment shall be inspected monthly.A register of all lifting equipment is to be maintained slings, chains, hooks and shackles will be stamped with the approved load limitation. Lifting equipment that is damaged must be destroyed by cutting.V. All the Personnel for the ProjectThe operation staff of preliminary arrangement is shown in the table below:VI. Operation Process1)Crane operator and rigger must hold a job card ;each crane must be equipped with a fixed crane driver, and other people are not allowed to operate.2)Crane drivers must be trained, understand the structure and use of machinery, must be familiar with the mechanical maintenance and safe operation, and personnel not for installation or maintenance are not allowed to climb the tower crane without permission. The normal operating temperature of crane is -20 ~ 40 ℃, and the wind speed is less than 13 m/s. In case of thunderstorms, heavy rain, fog and other weather, the crane should stop working. Lifting job can only be carried out after the adjustment of unloaded, static, dynamic load tests and a variety of safety devices. Static load test hoist is 125% of the rated load, dynamic load test hoists with 110% of the rated load. After the crane stops working, we should check and ensure that the jib can rotate freely with the wind.3)Carefully check that the lifting hooks, rigging, etc are intact, and after they are confirmed to be reliable, normal operation can be carried out.4)Tower cranes,crawlers crane and under truck crane must be with good electrical ProfessionNumber of personsProfessionNumber of personsDecision-making layer Administrativestaff1Operation layerLifting worker18Executive layerTechnician1Crane worker 36The qualityengineer 1 Car driver18 Safety officer2Total77a tower crane or near the standard section is not permitted.5)Tower crane machines should be implemented with given set of people and a one-machine-one-person personal responsibility system, and non-crew personnel are not allowed to enter the driver’s cab without permission; when we deal with electrical hazards, there must be two or more full-time maintenance staff members.6)The crane driver should cooperate closely with the command staff, setting the same channel when using walkie-talkies, gently lifting up and down with noted signal, and preventing impact, drag or dumping.7)When lifting, please gently fetch up and put down, reduce noise and prevent the impact on the surrounding residential environment.8)After getting the command signal, the crane driver can start to operate. Before operation, the crane driver must whistle and concentrate attention when operating.9)Ten principles for not lifting of cranes: ①Hanging objects over the mechanical properties of the allowable range should not be hung;② When command signal is not clear; ③ There are people under the objects being hung; ④ When there are people standing on the objects being hung; ⑤Substances buried in the ground; ⑥Cable stayed and oblique pull; ⑦Fragmented small objects without container; ⑧Not strong and loose materials; ⑨Hanging weight is unknown, utensils hanging pull with non-compliance. ⑩When there are level 6 or stronger winds.10)Crane drivers must be in strict accordance with the magnitude of the crane characteristics specified in the table from the weight of the work, and should not be used with overload.11)Cranes shall not be operated with cable-stayed or oblique hanging items, and a similar ban for pulling piles operation.12)When a crane works, people are not permitted on the tower ladder, and adjustment or repairing machinery and other operations are not allowed during work.13)When a crane works, non-authorized person are not permitted to approach the range of activities for the crane.15)When a crane works and rotates, using brake to stop the crane is forbidden.16)When a crane works, swing mechanism is with a two-speed motor without disc brake. Operation should be manipulated by stalls, and shift can only be operated after a first speed stability. If reverse operation is needed, we must use handle to back to zero, and then by stalls. Disc brake is only for fixing the jib of tower crane under windy condition operation.17)The stress strength of all the poles, steel wire ropes, lifting power and anchoring facilities that bear force should be checked, and the safety coefficient should not be less than 3.0. The safety coefficients of wire ropes should be confirmed according to the use situation: the coefficient for wind cable ropes is 3.5, that for cable cranes and load-bearing machines is 3.75, that for manual lifting equipment is 4.5, that for motorized lifting equipment is 5-6, that for no-bending slings is 6-7, and that for bundled hoisting is 8-10 (due to abrasion or breaking, the stress strength of steel wire ropes should be reduced according to the standard until the steel wire ropes are discarded as useless.)18)All drag ropes (cable wind ropes) require more than φ12 mm wire ropes, and need to be set up with a dedicated ground anchors. They are not allowed to be bolted on electrical poles, trees or scaffolding. Anchors must be buried according to the standard size of the force with an appropriate position. The angle between drag ropes and the ground should not be greater than 45 °. If in a limited condition, anchors should be properly buried in deeper so as to increase the pressure in the vertical direction.19)Lifting steel ropes can be clamped, clip direction should be consistent, spacing should be 5-6 times, U-bolt is fastened at the tail end of the rope, and pressure plate should be pressed on the force rope.20)When we are using a few ropes for rigging or when we are lifting heavy objects with a rope rolled into several branches, every piece or each branch wire should be with a uniform stress, and the angle between the rope and the ground shall not be less than 45 °.21)The contact point between the rigging and heavy sharp edges should be filled by using sacks, rubber, wood and washer others, and we should reduce the breaking force according to the deformation of wire rope angle(breaking force is calculated according to the provisions) .22)The personnel who bundle up heavy weights and pull hooks should pay attention to the hook and see whether the wire rope are in a good condition. The objects being hung should be tied securely, the hook should be on the center of gravity, the objects being hung should be vertical, and oblique hanging or cable stayed are not permitted. When objects are being lifted, nobody is allowed to stand on top of or under the objects being hung.23)When the tower cranes, crawlers crane and under truck crane is in non-working condition, slewing gear brake must be loosened. When hook rises, the car stops at the end of the boom, which is the most significant place.24)Pay attention to the construction environment, and check whether there are hazardous locations, overhead power lines and other obstructions within the operating range. If necessary, we should set up forbidden zones and arrange special persons to watch and guard, and workers should wear and use protective equipment or appliances according to the regulations.25)Crane drivers should strengthen the routine maintenance on equipment to maintain good performance of the crane and keep it in a normal operation and should keep the body of the machine clean.26)The crane rental units should arrange technical personnel to check the tower cranes,crawlers crane and under truck crane every month. If problems are found, repair the machine timely. Operation with machines in a bad working condition is not permitted, and pay attention to material savings when doing the maintenance.27)Pay attention to those objects that can easily cause dust during lifting, prevent damage and pollution to the surrounding environment, stop the crane when there is a great wind(greater than or equal to level 6).28)When people are working at night, the tower cranes,crawlers crane and under truck crane itself should have lighting equipment, and the construction site should also be equipped with adequate lighting equipment. At night, whether the tower crane is in operation or not in operation, power supply for obstruction lights should be connected.There must be a construction permit at night.VII. Risk AssessmentWork Scope WorkPhaseIdentified RiskLikelyConsequenceControl MeasuresLiftingFailure to obtainpermits for liftingwork according to theregulationsOperatingagainst theregulations tocause accidentsApply for permit of work prior to every lifting work inaccordance with the regulations.Insufficient personalprotective equipment(PPE)Incidents andinjuriesWorkers should be equipped with PPE, safety belt,hamlet and life vest, and thorough checking shall becarried out.Operators are nottrained with safetyregulationsInjury to personsWorker training prior to lifting work and site trainingaccording to the regulation.Inadequate monitoringand supervisors not inpositionDealing withincidents nottimely, resultingin seriousaccidents.Constant monitoring by well trained personnel andoverall examination before start working.BeforeliftingInadequate fireequipment andimproper emergencyrescue measuresThe accidentbecomes moreserious, causinginjury to persons.Verify emergency supplies, such as fire equipment andmedicines are in place, make the authorized rescue plan,once accident happens, carry out the rescue work by theplan.Steel rope strings arebadly damaged, orsafety factor of theropes is unqualifiedFalling fromhigh positionsand injury topersonRegularly check the wire rope every month, if qualified,color coding according to different months, if anydamage is found, forbidden to use.Defective or Damagedmaterials and toolsThe accidentbecomes moreserious, causinginjury to persons.Overall examination before using strictly in accordancewith the regulations.No safety distancewith power facilities,operation site does notmeet the requirement.Injury to personsThe ground must be firm and reliable for operation andparking, and the operation site must has a safe distancewith the power lines.Lack ofcommunication withthe site, unclear signaland incorrectcommanding.Injury to personsand damage topropertiesEstablish contact with appointed person and commandusing unified signals.No safety cordons orwarning signs.Injury to persons Delineate cordons and set warning signs. Non-constructionpeople enter into construction site Injury to personsDesignate person to monitor and safeguard, or put upwarning signs.Lifting BeforeliftingNot strictly enforcethe lifting jobs "tenno-liftings"Injury to personsComply strictly with:Do not lift with unclear signals or incorrectcommanding;Do not lift overloads or when weights cannot be sure;Do not lift stayed weights;Do not lift under dark situation;Do not lift when persons stand under or on the weights.Do not lift buried objects;Do not lift when weights are not fastened, or ropes knot;Do not lift sharp-edged objects without cushions;Do not lift when safety equipments do not work;Do not lift when wind speed reaches 11m/s.Make the buildings orstructures as stresspoints of liftingInjury to persons Obtain the check and approval from authorization.Lift improperlyInjury to persons Do a short pre-lift with low angle.Lifted weights stay inthe air for certaintime.heavy objectsbreak ormachinerycollapseWell-training to operators, and violators must bepunished.Process the liftedheavy objectsInjury to persons Provide constant monitoringAdjust or repair thecranes in the lifting.Falling fromhigh positionsand injury topersonOverall examination to the cranes and make records.Leakage of hazardousmaterial or otherabnormalitiesInjury to persons Stop working and withdraw the personnel.AftercompletionNot clean up the site Injury to persons Clean up the site timelyVIII. Health and Safety1) All staff should comply with the provisions of HSE management plan.2) All construction personnel all should pass the physical examination, and special workers should have a special type of working certificates.3) The tools and equipment used in construction should be careful inspected before we use them, and they only can be used after being qualified, The tools and equipment need to check every month.4) The scaffolding used in construction shall be erected and dismantled by special personnel.5) We must carefully check whether the lifting eye’s welding is firm before lifting and check whether the rigging and shackle meet the requirements.6) Workers can work only after all the trial lifting of the cranes without mistakes before lifting.7) Environment protection is everyone's responsibility.8) The personnel entering into the construction site should correctly wear safety helmet, and wearing slippers and sandals, high-heeled shoes, or shoes with nails is strictly prohibited.9) Before construction, we must tell the real situation about the safety technical, and then we can start work.10) Entering into the construction site after drinking or quarrelling and fighting noisily on the construction site is strictly prohibited.11) There should be a special person responsible for connecting power supply for the construction. Connecting power source without permission is strictly prohibited, so as to prevent electric shock accidents.12) Irrelevant personnel are not allowed to go through the crane working radius or stay inside it. Warning ropes should be set up around the construction zone.walkie-talkie command crane, the crane should be equipped with spare batteries, the hook must have anti-unhooking device, the size of steel wires must be decided according to the object’s size. During hoisting, the wire ropes must undergo angle wrapping handling (or use the snap rings).14) When working at heights, we must use safety belts correctly. Safety ropes must be set up inside a flue, and they shall be firm and reliable. Safety belts are connected to the safety rope. The working position of the personnel should be lower than the connection points between the safety belts and the safety rope.15) When working at heights, we shall neither sit on the platform or edge of holes, nor ride on the railing, nor stand outside of the railings to work or by virtue of rail lifting objects.16) When we are working at heights, the objects of spot welding shall not move at will.17) The holes and groove channels around the construction site should be covered with a cover plate or enclosure, and warning signs should be set up.18) We should reduce the cross operation in construction as possible. When cross operation must be carried out, we should erect tight, firm protective isolation facilities between the layers.19) The channels of cross workplace should be kept clear; if there is a risk of entry and exit, a fence or warning signs should be set up.20) The crane must be equipped with the required fire fighting equipment and first-aid boxes.21) When the lifting operation is conducted at night, lighting should be adequate. It is necessary a work permit to use a crane at night.22) Smoking on the construction site is prohibited. We should keep the site clean and tidy, and do a good job in the way of civilized construction.23) When the wind is above level 6, no outdoor lifting operation is allowed.24) When there is fog or a thunderstorm, we should stop lifting operation.25) Access to areas where lifting operation are carried out shall be restricted.26) Areas where cranes and other lifting equipment operate which may endanger otherpersons shall be clearly demarcated and sign-pasted.27) Accessible areas within the swing radius of the rotating superstructurecounterweight of a crane will be fenced to prevent personnel being struck or crushed by the counterweight.28) In all lifting operations a single person shall have overall responsibility for the task.29) The lifting of persons shall only be done in a approved certified designated work box or basket, securely attached to the crane. A safety harness shall be used at all times for work platforms.30) The cranes must have in the work place the following documents:1. Crane passport;2. Inscription in the region (oblast).3. Operation and maintenance manual.4. Load chart.31) Crane operators must have certification for the type crane used.32) Riggers must show receipt certification by accredited company.33) Man lifts must have maintenance log.34) Man lifts operators must show receipt certification by accredited company.35) Lifting equipment must have valid inspection certification from a reputablecompany, include cranes, man lifts, forklifts etc.。

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