中英文05设备吊装施工方案

精选优质文档-----倾情为你奉上精选优质文档-----倾情为你奉上专心---专注---专业专心---专注---专业精选优质文档-----倾情为你奉上专心---专注---专业拜耳异氰酸酯和聚醚项目TDI联合装置-基础设施BAYERISOCYANATE&PETPROJECTTDITRAIN–INFRANSTRUCTURE起重吊装施工方案WorkMethodofHoisting编制：Compiledby:王海峰WangHaifeng审核：Reviewedby:2009October22,2009目录Content一.概况Overview1.1工程概况ProjectOverview工程名称：拜耳异氰酸酯和聚醚项目TDI联合装置－基础设施变电站安装工程Projectname:BayerIsocyanateandPETProjectTDITrain-TransformerSubstationInstallation建设单位：拜耳（上海）聚氨酯有限公司ConstructionUnit:Bayer(Shanghai)PolyurethaneCo.,Ltd.总包单位：美施威尔（上海）有限公司ContractorUnit:M+WZander(Shanghai)Co.,Ltd.设计单位：浙江美阳国际石化医药工程设计有限公司DesignUnits:ZhejiangMeiYangInternationalPetrochemicalPharmaceuticalEngineeringDesignCo.,Ltd.项目地点：上海市漕泾开发区拜耳一体化基地ProjectLocation:ShanghaiCaojingBayerIntegratedSiteDevelopment1.2施工范围Scopeofwork拜尔异氰酸和PET项目试验基础设施TSS项目位于上海漕泾的上海化学工业园区内。BayerIsocyanateandPETProjectTrainInfrastructureTSSprojectlocateinShanghaiCaojing本项目工程涉及四个变电站，分别是220KV/35KVA472变电站、35KV/10KVB301变电站、35KV/10KVC581变电站、10KV/0.69KVB551变电站及C593发电机站。工作内容为四个变电站和一个发电机站的电气设备吊装、就位，设备包括柴油发电机、变压器、中压柜、低压柜、控制屏、FA/PA/DCS/ESD盘等。其中：Theprojectinvolvesfoursubstations,namely220KV/35KVA472substation,35KV/10KVB301substation,35KV/10KVC581substation,10KV/0.69KVB551substationandC593dieselgenerator.Workscopeiselectricalliftingandplacementoftheequipmentinfoursubstationsandonegeneratorstation,whicharetwosetsofdieselgenerator,transformers,MV&LVcabinets,controlpanel,FA/PA/DCS/ESDplate,etc.Ofwhich:1）220/35KV变电站A472吊装的主要设备有：Mainliftingequipmentof220/35KVsubstationinA472:1台35KV线路纵差屏。Onesetof35KVlinedifferentialpanel.2)35/10KV变电站B301S吊装的主要设备有：Mainliftingequipmentof35/10KVsubstationinB301S:7台10KV空气绝缘双母线柜；Sevensetsof10KVAISduplicatebusbarswitchgears;1台主变差动保护及有载调压控制屏;Onesetofmaintransformerdifferentialprotection&loadtapchangingcontrolpanel;1台转接屏；Onesetofmarshallingrack;1台主变端子箱；Onesetofmaintransformerterminalbox;3)35/10KV变电站B551和C581吊装的主要设备有：Mainliftingequipmentof35/10KVsubstationinC581andB551:20台10KV空气绝缘双母线柜；Twentysetsof10KVAISduplicatebusbarswitchgears;8台10千伏/0.7千伏3150KVA干式变压器;Eightsetsof10KV/0.7KV3150KVAdry-typetransformers;4台0.69千伏/0.4千伏800KVA干式变压器的安装；Foursetsof0.69KV/0.4KV800KVAdry-typetransformers;4台0.69千伏/0.4千伏500KVA干式变压器的安装；Foursetsof0.69KV/0.4KV500KVAdry-typetransformer;2台0.69千伏/0.4千伏250KVA干式变压器的安装；Onesetof0.69KV/0.4KV250KVAdry-typetransformer;7台110V直流电池屏；Sevensetsof110VDCbatterypanels;1台主控单元屏；OnesetofstationunitSICAMPAS;1台公共信号屏;Onesetofcommonalarmpanel;2台主变差动保护及有载调压控制屏；Twosetsofmaintransformerdifferentialprotection&loadtapchangingcontrolpanels;2台主变端子箱；Twosetsofmaintransformerterminalboxes;1台转接屏；Onesetofmarshallingrack;1台站用交流屏；OnesetofsubsationauxliaryACpowersupplypanel;239台690V及400V等低压开关柜；239setsof690Vand400Vlow-voltageswitchgears;75台FA/PA/DCS/ESD盘；75setsofFA/PA/DCS/ESDplate;47台VSD屏;47setsofVSDplate,1套230V直流UPS电池;Onesetof230VDCUPSbattery;2套230V交流UPS及配电盘;Twosetof230VACUPSanddistributionplate;1套24V直流UPS及配电盘;Onesetof24VDCUPSanddistributionplate;4）2台1300kVA690VAC柴油发电机。Twosetsof1300kVA690VACdieselgenerators二．编制依据CompilationBasis1）根据拜耳（上海）聚氨酯有限公司电气包招标文件及招标图纸编制而成。AccordingtoBayer(Shanghai)PolyurethaneCo.,Ltd.Electricpackagethetenderandtenderdrawings.2）在充分研究工程的客观情况和施工特点，结合我公司类似工程施工经验的基础上编制的。Basedonfullstudyonconstructioncharacteristicsandobjectivesituationandcombinedwithsimilarconstructionexperience.3）在本方案编制过程中，严格执行国家现行有关起重技术规范、标准、规定、规程，按《建筑施工起重、吊装安全技术》、《起重机械与吊装》Inthiscompilationprocess,strictlyimplementcurrentnationalhoistingtechnicalspecifications,procedures,standards,anddesignspecifications."Asconstructioncrane,hoistingsafetytechnology","LiftingAppliancesandLifting"4)施工现场特点、设备特殊情况及起重吊装技术要求。Constructionsitecharacteristics,specialcircumstancesandhoistingequipmentandtechnicalrequirements三．工程施工组织ConstructionOrganization项目经理GM耿文宝GengWenbao公司安全Safetyofficer程宗强ChengZongqiang班长（总指挥）Commander陈健ChenJian质量员Quality项目经理GM耿文宝GengWenbao公司安全Safetyofficer程宗强ChengZongqiang班长（总指挥）Commander陈健ChenJian质量员QualityOfficer吴雪飞WuXuefei班组成员Member熊向东XiongXiangdong班组安全员Safetymember钱根强QianGenqiang四.施工准备Preparation4.1技术准备Technicalpreparation1)组织工程技术人员吊装场地、施工区域及变压器和设备进出线路实地考察，确定吊装作业涉及范围，向甲方提出吊装作业范围清障要求；Organizeengineeringtechnicalpersonneltocheckhoistingandconstructionsiteandtransformerandequipmentroute,determineliftingrangeandasktheownertoclearuptheobstaclesintheliftingoperationarea;2)编制变压器和设备吊装工艺技术方案和质量保证措施，作业方案实行审批手续，符合工艺要求；Compiletransformerandequipmenthoistingtechnologyprogramsandqualityassurancemeasures.Operatingprogramshouldhaveapprovalproceduresandbeinlinewithprocessrequirements;3)按变压器和设备自重、吊装方法，确定选用卸车汽车吊吨位及变压器盘路、吊装、就位、调整施工机具规格；Asperthewightofthetransformerandequipmentandliftingmethod,determinethetonnageoftheunloadingcrane,transformerplate,placement,andadjustingconstructionequipmentsize.4)工种专业、熟悉工艺，持证上岗；配备工种齐全的施工人员，组织精干的施工班组，对施工人员进场进行三级安全教育Workersareprofessionalandfamiliarwiththeprocess,andhavecertificates;Providetypesofconstructionworkersandteams,andconductthreeclasssafetytraining;5)组织参与施工的全体人员进行施工及技术交底，熟悉技术方案，掌握吊装作业要点；坚持方案作业，环节无遗漏；严格执行交接手续；Organizeallpersonneltomaketechnicalclafication,befamiliarwiththetechnicalplan,andmainliftingpoints,adheretotheprogramwithoutomissionsandstrictimplementhand-overprocedures;6)按吊装作业的特点，制定针对性安全技术措施；Asperhoistingoperationandcharacteristics,formulatespecificmeasuresforsafetyandtechnology;4.2设备及材料准备Equipmentandmaterialpreparation1）配齐施工机具，做好进场前检查、保养，落实到位并有备案，严禁带病作业。Fullyserviceconstructionmachinery,inspectthedelivery,carryoutmaintenance,andmakerecords.Prohibitworkworkinspiteofillness.2）吊装施工的主要设备有：Themainhoistingequipment:100T起重机1台，25T起重机1台，12T起重机1台；Onesetof100Tcrane,onesetof25Tcrane,onesetof12Tcrane;25T配重运输车若干辆，5T工具运输车1辆，3T液压车2部；Some25Theavytransportvehicles,one5Ttooltransporter,two3Thydraulicvehicle;滑轮组1副，滑轮10只；Onesetofpulleyblock1,10pulleys;5T手拉葫芦3只；Three5Thandchainhoists;滚筒20根，6米20#工字钢4根，16＃工字钢双拼拖板1副，800*800*8000mm钢架3副；20rollers,four20#I-beamwhichis6mlong,one16#doubleI-beamextensionunit,3setsof800*800*8000mmsteelframe;100T吊车垫脚钢板4块，25T吊车垫脚钢板4块，12T吊车垫脚钢板4块，道木40根；4pcsof100Tcranepadplate,4pcsof25Tcranefootpadplate,4pcsof12Tcranefootpadplate,40pcsofroadwood;起道机4只，撬棒、钢丝绳若干；Fourtrackliftingjack,someprybar,wireropes;电锤1只；Onehammer;地锚3只，吊锁10副，大小头木塞10只。Threegroundanchors,tenliftingslings,tenstoppers.3）施工用料准备充分，并有应急措施；Constructionmaterialsarefullypreparedandhavecontingencymeasures;4.3作业环境准备Operatingenvironmentpreparation1）施工现场的绿化带处必须采用吊车专用垫脚钢板铺垫。道路旁边的排水沟应进行保护处理，确保吊机进入后的安全。所有变电站门口能停放大型汽车吊，且地面已按要求夯实、平整，能承受大型汽车吊作业。Thesitegreenbeltmustpadwithsteppingsteelplateofthespecializedcrane.Drainsadjacenttoroadsshouldbecarriedoutconservationtreatmenttoensurethecraneenteringsecurity.Allsubstationentrancescanparklargetruckcrane,andthegroundhasbeencompactedandleveledcanbearlargetruckcraneoperation..2）拆除进入施工现场的所有障碍物。主要是进入施工现场的门、基础近旁的小桩、基础外边沿等。确保地面作业通道无任何车辆及障碍物。Removeallobstaclestoenterthesite:Mainlythegate,pilesandedgesnearbyfoundationetc.Toensuregroundhandlingchannelhasnoobstaclesforvehicles.3）通道保持6米宽度，转弯处保持10米以上宽度，能满足设备运载车及大型汽车吊倒车、转弯不受障碍物影响。作业面拆出宽11米以上的通道，满足施工单位提出的要求，能使吊装作业顺利进行。Keepthechannel6mwideandtheturnabove10mwide,sothattheequipmenttransportationvehiclesandlargeautocranecanreverseandturnfreely.Demoliteachannelwith11meterswideonworksurfacemeettherequestofconstructionunitand4）变电站进设备的门有足够的高度。Thesubstationdoorforenteringequipmentishighenough.五.吊装主要施工工序和施工方法Themajorliftingconstructionprocessesandconstructionmethods5.1施工方法ConstructionMethods本期工程五个站分布在工业园区内，全部为地面建筑物。Fivesubstationsincurrentprojectarelocatedintheindustrialpark,allofwhicharetheground-levelstructures.根据吊装区域对面积的要求，结合我公司工程技术人员对吊装现场的实地考察，确定吊装区须有10M宽道路停车作业，卸车作业距离约10m。大型汽车吊能靠近变电站门口进行吊装作业。Accordingtotherequirementsoftheregionforliftingarea,combinedwiththefieldofhoistingsiteinspectionofthecompanyengineeringandtechnicalpersonnel,theloadingareamusthave10Mwide-streetforparkingoperations,adistanceofabout10mforunloadingoperations.Largevehiclecranecouldbeabletocarryoutliftingoperationsnearthedoorofthesubstation.C5931300kVA690VAC柴油发电机根据提供的资料表明长12米，宽2.4~2.5米，高2.2~2.3米，单台重23.5~24吨。Astheprovidedinformationshows,1300kVA690VACdieselgeneratorinC593is12mlong,2.4~2.5mwideand2.2~2.3highC58110KV中压柜室离地面约2500㎜，门口有一装卸平台。但此平台太小进电气设备需重新搭设一个能满足承放中压柜的工作平台。吊装2、3F的设备将搭设一个脚手架吊装平台。10KVMVcabinetroomshouldbeabout2,500mmfromtheground,aloadingplatformnearbytheentrance.However,thisplatformistoosmalltogetintotheelectricalequipment,whichshouldberebuiltanewworkingplatform,whichcansupporttheMVcabinets.Putupascadfordplatformforliftingtheequipmentin2FB30110KV中压柜室离地约2m，门口重新搭设一个能满足承放中压柜的工作平台。室内中压柜基础重新做加固措施。The10KVMVcabinetsare2mabovethegroundinB301.PutupaplatformwhichcansupporttheMVcabinets.Reinforcethebaseofthecabinets.中压柜宽800㎜、深3560㎜、高2050㎜，单台背靠背柜重1.4-2T。MVcabinetis800mmwidth,3560mmdepth,2050mmhigh,withasinglebacktobackcabinetweight1.4-2T.低压柜最大宽1000mm，长1600mm，高2200mm，单台重1.4-2T。Themaximumwiden1000mm,length1600mm,height2200mm.Theweightis1.4-2T.其他设备单台重。Otherequipmentweighs0.5-2Tpereach.依照我公司设备吊装的经验及施工现场所具备的条件，在确保吊装作业安全的前提下，确定：Accordingtomycompany'sexperienceonhoistingandtheconditionsconstructionsiterequired,underthepremiseofthesafetyofliftingoperations,decide:本工程中10KV3150KVA变压器采用25T汽车吊；中压柜采用12T汽车吊吊装卸车。落差处搭设平台，手拉葫芦牵引盘路，用走杆、拖板拖运的施工方法。低压柜等设备采用12T汽车吊吊装卸车，有吊装平台。Intheproject10KV3150KVAtransformeruse25Tcrane;MVcabinetuses12Ttounloadandhoist.Theplatformshouldbesetupwiththegapusingwoodandsteelframeandhandchainhoistforpullingplate,usingconstructionmethodofwalkingpole,extensionunits’haulage.LVcabinetsandotherequipmentuses12Tcranewithplatformputup.该吊装工艺具有施工进度快、安全可靠、经济合理的优点。Thehoistingprocesshasfast,safe,reliable,economicaladvantages.5.2吊索计算Slingcalculation在施工过程中，我们所使用的钢丝绳必须是有合格证的钢丝绳，此类钢丝绳的安全工作荷载已经被注明，但有些钢丝绳的合格证没有随钢丝绳到达工地，这样可以用以下的公式进行计算，或对有合格证的钢丝绳进行校核。Thesteelropemustbequalifiedonesandtheloadhasbeennoted.Whensomeofthesteelirons’cetificationhasnotgottenalready,wecanusethefollowingformulatocalculateandcheck.1）100T（柴油发电机）吊装采用4根Ø46㎜钢丝绳千斤单根钢丝绳破断拉力计算：Q≈54d2 Q≈54×46×46≈㎏ 钢丝绳的安全系数K取8 P≈÷8≈14283㎏每根吊索的受力(分支与水平线夹角取60°) S=24000㎏×(1÷sin60°)÷4=6960㎏单根受力6960㎏满足14283㎏要求。100T(Dieselgenerators)using4Ø46mmhoistingrope,

Asingleropebreakingtensioncalculation:Q≈54d2

Q≈54×46×46≈kg

SteelwireropesafetyfactorKtotake8

P≈÷8≈14283kg

Eachslingforce(theanglebetweenbranchandhorizontallinecantake60°)

S=24000kg×(1÷sin60°)÷4=6960kg

Asingleforce6960kgtomeettherequirements14283kg.2）25T（10KV/3150变压器）吊装采用4根Ø25mm钢丝绳千斤，单根钢丝绳破断拉力计算：Q≈54×25×25=33750kg钢丝绳安全系数取8P≈33750÷8=4218kg每根吊索受力（分支与水平线夹角取60°）S=8900㎏(变压器重量)×(1÷sin60°)÷4=2581㎏单根钢丝绳拉力S=2581kg,满足25T(10KV/3150Transformer)hoistingropeusefourØ25mmsteelropes,

Asingleropebreakingtensioncalculationasfollows:

Q≈54×25×25=33750kg

Wireropesafetyfactorcantake8

P≈33750÷8=4218kg

Eachslingforce(theanglebetweenbranchandhorizontallinecantake60°)

S=8900kg(transformerweight)×(1÷sin60°)÷4=2581kg

AsingleropetensionS=2581kg,tomeetthe42183）12T(10kv高压柜、低压柜及其它设备)采用4根Ø14㎜千斤吊装，单根钢丝绳破断拉力计算：Q≈54d2 Q≈54×14×14≈10584㎏ 钢丝绳的安全系数K取8 P≈10584÷8≈1323㎏每根吊索的受力(分支与水平线夹角取60°) S=2000㎏×(1÷sin60°)÷4=580㎏单根受力580㎏满足1323㎏要求。12T(10kvHV&LVcabinetsandotherequipment)use4Ø14mmhoistingsteelrope,

AAsingleropebreakingtensioncalculation:Q≈54d2

Q≈54×14×14≈10584kg

SteelwireropesafetyfactorKtotake8

P≈10584÷8≈1323kg

Eachslingforce(theanglebetweenbranchandhorizontallinecantake60°)

S=2000kg×(1÷sin60°)÷4=580kgAsingleforce580kgmeetstherequirementsof1323kg在实际工作中，我们再把各配套钢丝绳放大一号，确保安全系数。Inacturalwork,enlargeonesizeofthesteelropetosecurethesafetyfactor.5.3施工方法及步骤Constructionmethodandprocedures5.3.110KV/0.7KV干式变压器的吊装10KV/0.7KVdry-typetransformerhoisting1）临时运输平台的搭设set-uptemporarytransportplatform变压器基础离地面约40㎝，在落差处用道木、工字钢铺搭设与基础齐平的临时平台至门外。临时运输平台可保持一个小坡度。Transformerisawayabout40cmfromtheground-based,putupatemporaryplatformflushedwiththebasewiththegapusingwoodsandI-beamsteeltooutside.Keepslopeonthetransportationplatform.在平台上放置滚筒和专用拖板。Placerollersandspecialextensionunitsontheplatform.2）吊车就位craneinplace

3150KVA/10干式变压器吊装选用25T汽车吊，汽车吊进入现场最理想处展开吊装作业。Use20Tcarcrane3150KVA/10usedry-typetransformerhoisting,craneconductsliftingoperationswhencranegetintotheperfectsite.吊车站位时应尽量靠近路边，支腿处的绿化地上，必须先铺垫吊车专用钢板。Thecraneshouldbeclosetotheroadside,youmustfirstputspecialliftingplateonthegreengroundofholdinglegs.然后再进行吊机支腿安装。Theninstallthecranelegsthereafter.

吊机进入工作状态，安装好吊装索具。Cranegetintooperation,theninstallhoistingrigging.3）起吊Lifting设备运载车倒入吊装作业半径范围，吊装指挥人员指挥汽车吊吊钩定位在变压器上空；Equipmentdeliverytruckgetintotheradiusofliftingoperations,commandingstaffinstructthecrane’shookmovetoplacelocatedabovethetransformer;由吊装工作人员将变压器吊索挂上吊钩，指挥人员指挥汽车吊缓缓上升；Thestaffhangstransformer’sslingsontohook,commandingstaffcommandsvehiclecranetoriseslowly;待变压器升至离运载车10㎝左右停止，检查汽车吊及吊索各个环节，确认无误落钩；Whentransformerriseupto10cmorsoawayfromthedeliverytruckthenstopandcheckallpartsofvehiclecraneandslingstoconfirmoffhookcorrect;反复试吊三次，确认无误后，设备运载车开出。Repeatthreetimes,whenconfirmcorrects,theequipmenttransportationvehiclesdrivesout.将变压器吊到拖板上空，由工作人员对好相位侧定位再缓缓落钩。HangoverTransformertotheplaceoverextensionunitandthestaffmeasurephaseandlocationandthenoffthehookpositionslowly.4）本体就位Transformerinplace在变电室内安置一台5T手拉葫芦，在土建基础上划线，以便随时检查在移动过程中是否出现偏差，并准备好减速用大小头木塞，穿滑轮组将平台上的变压器以不超过5m/min的速度拉到变电站内，工作人员利用千斤顶将变压器就位。Placea5Thandchainhoistinthetransformerroom,Snaplinetoavoiddeviationonmovingandpreparestopperforreducingspeed.Useapulleytopullthetransformerontheplatformtosubstationwiththespeednomorethan5m/min,thestaffusejacktoputtransformerinplace.5.3.21300kVA690VAC柴油发电机的吊装1300kVA690VACdieselgeneratorlifting柴油发电机吊装选用100T汽车吊，在柴油发电机运送到指定的位置后，利用汽车吊将柴油发电机吊运到C593土建的发电机基础上，然后地面工作人员通过和吊车的配合再进行微调，挪动发电机至指定位置。100Tautocranewillbeavailabletoliftthedieselgenerators,whichwillbeliftedtothesetfoundationleftfromthecivilcontructioninC593.Workwiththecraneoperatortoadjustslightlyuntilthegenetatorisplacedcorrctly.5.3.3中压柜、低压柜和其它设备的吊装LiftingofMVandLVcabinet中压柜、低压柜和其它设备吊装选用12T汽车吊，中压柜在变电站门口搭设与原来平台齐平，面积适合放置中压柜的作业平台，利用12T汽车吊及专用吊框（见附图）将设备依次吊入平台，在平台上放置滚筒，用滚筒将设备运入变电站内就位。就位时用门字架将设备运送到位后，调整位置，慢慢放下，减少摩擦后移动。低压柜及其它设备在C581和B551有设备吊装平台，吊装在平台上后在运输到变电站内。MV,LVcabinetsandotherequipmentsuse12Tcrane,MVcabinetsinthesubstationentranceareevenwiththeoriginalandsuitforMVcabinet,usethe12Tcraneandthespecializedliftingframe(seeattacheddrawing)tolifttheequipmentsintotheplatforminturn,placerollersontheplatform,userollerstotransportequipmentintothesubstationinplace.Usegantrytomovetheequipmentinplace,adjusttheposition,andmoveslowlytoreducefriction.LifttheequipmenttotheplatformandmovetothesubstationinC581andB551.B301是现有运行中的变电站，中压柜吊装选用12T汽车吊，在变电站门口搭设一个能承放中压柜的作业平台，利用12T汽车吊及专用吊框，将设备依次吊入平台，在平台上放置滚筒，用滚筒将设备运入变电站。内部地面为架空地板，在搬运时小心注意，必要时铺设夹板；在搬运过门时，门槛门框特别加以保护。在中压柜基础下面再重新加固，就位时将设备运送到位后，调整位置，慢慢放下，减少摩擦后移动到位。B301isanexistingsubstationinoperation.PutupaplatformwhichcansupporttheMVcabinetsandputrollersonit.Lifttheequipmentby12Tcraneandrollthemtothesubstationroom.Theinternalgroundiselevatedfloorandneedcarefulattentiononremoval,ifnecessary,layingplywoodandprotectthethresholdandframes.ReinforcethebaseoftheMVcabinets,adjusttheposition,reducethefricationandplacetheequipment.5.3.4控制、信号屏的吊装Control控制、信号屏吊装选用12T汽车吊，在变电站门口搭设与原来平台齐平的作业平台，利用12T汽车吊将设备依次吊入平台，在平台上放置滚筒及起道机、拖板，按不同重量的设备采用不同工具将设备运入变电站内就位。Control,signalscreenliftinguse12Thoistingcrane,putupoperatingplatformflushwiththeoriginalplatformatthesubstationentrance,use12Tcranetoliftintotheplatform,thenplacerollersandtowingboardontheplatform,whichwillbeusedtomovetheequipmentintothesubstationroom.5.4安全技术措施SafetyMeasures1)凡参加施工人员必须执行上级颁发的各项安全制度，严格执行厂内施工的有关规定，坚持“安全第一、预防为主”的原则，服从现场统一指挥。Theworkingstaffmustimplementahigherlevelofthesecuritysystemissuedbyhigherauthorities,implementstrictlytherelevantprovisionsoftheplantconstruction,andadheretothe"safetyfirst,precautioncrucial"principle,subjecttoon-siteunifiedcommand.2)变压器本体安装以前，对参加施工作业的人员应进行一次针对性的培训，对设备的情况、安装程序、吊装工艺、安全技术措施进行全面交底，做到人人心中有数，确保施工的顺利进行。Priortotransformerbodyinstallation,trainoperationalpersonnel,andconductacomprehensivecorrespondentforequipmentsituation,installationprogram,liftingtechniques,safetytechnicalmeasures,sothateveryoneknowseverything,toensuresmoothconstructionprogress.3)施工过程中，施工人员必须经过具体分工，明确职责。在整个吊装过程中，要听从指挥，熟悉指挥信号，不得擅自离开工作岗位。Duringtheconstructionprocess,constructionworkersmustgothroughaspecificdivisionoflabor,definedresponsibilities.Throughouttheliftingprocess,obeyandfamiliarthecommandsignal,leavetheirjobswithoutreasonisnotallowed.4)所有吊装机具在使用前，都必须经过检查，确认处于完好状态，方可投入使用。Beforeuseallhoistingequipments,becheckedtoconfirmingoodconditionbeforeputintouse.5)吊装必须进行试吊，经检查后方可正式起吊。Hoistingtestmustbedone,afterchecktheformalliftingcancontinuetoproceed.6)使用滚杆时严禁戴手套操作，同时注意转向角度尽量减少锤击。Nowearinggloveswhenuserollbar,payattentiontosteeringangle,andtrytoreducehammering.7)不允许在雨、雪天、夜间、雾天和六级风以上的情况下进行吊装作业。Don’tallowtodohoistingoperationsunderrain,snow,night,fogandmorethansixgradeswindscircumstances.8)严格执行安全操作规程，不允许违章操作，不允许吊机超载使用及斜拉重物。Enforcesafetyrulesstrictly,illegaloperationsisnotallowed,donotallowoverloadingandusingcable-stayedheavyobject.9）B301等带电运行的变电站内，电气防护安全特别注意。Takegoodcareofelectricprotectiononsubstationchargedoperation.六.安全生产、文明施工要求和措施Safetyproduction,civilizedconstructionrequirementsandmeasures6.1起重吊装作业安全Craneliftingoperationsafety1)设备卸车、吊装前认真检查汽车吊、索具是否完好，检查现场防护设施，准备必要的辅助工具，确认设备落点位置、符合吊装要求。Checkwhethertrunkcraneandriggingareintactbeforeunloadingandlifting,andsiteprotectivefacilities.Preparesupplementarytoolsifnecessaryandconfirmequipmentplacementtomeettheliftingrequirements.2)挂钩索具时明确机组上部吊点，千斤长度6m确保吊装夹角符合要求。Onhooktherigging,cleartheupperhangingpointswithjack6mlongtoensurethatliftinganglemeetsrequirements.3)吊装千斤遇有棱角、凹凸时，应垫木板、轮胎、麻袋等物保护。Putwoodpad,tires,sacksandotheritemstoprotectthejackonanglesandbumps.4)吊装过程由起重指挥统一明确信号，无起重指挥明确信号不得操作。Duringliftingprocess,commandshouldbeclear.Donotoperatewithoutsignals.5)起重工必须戴好安全帽、防护手套，在高处作业时，系好安全带。Wearhelmet,protectiveglovesandthesafetybeltonworkingatheight.6)起重工须根据设备吊装过程，选择安全位置，以确保在设备起吊、摘钩时的安全。Liftingworkersshouldchoosepositiontoensureliftingandhookpickingsafetyasperhoistingequipmentprocess.6.2起重司机驾驶安全作业要点Cranedriverssafetyoperationpoints1)汽车吊操作工必须由持有《特种作业操作证》。Automobilecraneoperatorhave"specialoperationsoperatorcertificate."2)吊装前进行空钩试吊，由吊钩落钩点复核汽车吊停车位置，检查汽车吊各撑脚地面的承载、钢垫板及垫块的设置是否符合要求；空钩回转汽车吊伸臂检查有无障碍，检查汽车吊安全装置是否安全可靠。Carryoutliftingtestfirst,recheckthevehiclecrane’sparkinglocationbyhook-fallingposition.Checkifgroundloadbearingofarmbrace,steelplatesandthepadssettingareinlinewithrequirements;whetheremptyhookrotatingcraneextensionbarrier-freearmhavemalfunction,cranesafetydevicesarereliable.3)与起重指挥进行信息交流，了解吊装程序、作业要点，汽车吊动作前，应先鸣警示信号，禁止机组从人上方驶过。Exchangeinformationwiththeliftingcommander,understandliftingproceduresandoperatingpoints,andgiveawarningsignalbeforelifting.Forbiddriveabovepeople.4)当空钩试吊至地下最低位置时，汽车吊卷扬绳筒上所存钢丝绳不得少于三圈，否则加长吊装千斤长度。Whenanemptyhookliftstothelowestposition,cranewireropewinchdrumisnotlessthanthreecircles;otherwiselengthenthejack.5)设备挂钩后应先进行试吊，即在不超过距运输汽车底板10cm高度起落一次，检查汽车吊的稳定性；整个吊装过程司机和地面指挥人员须全程监护汽车吊的稳定性。Conductatestafterhanginghook,riseandfallonetimeattheheightofnomorethan10cmawayfromthefloor.Checkcranestabilityandtheentirehoistprocessdriversandgroundcommandersshouldhavefullinspection.6.3起重机司机的“十不吊”Cranedrivers"10No"1)超载或被吊物重量不清不吊；Nooverloadingorunclearweightofsuspendedobjects;2)指挥信号不明确不吊；Noliftingwhenthecommandsignalisnotclear;3)捆绑、吊挂不牢或不平衡可能引起吊物滑动不吊；Nohangingunstablebundling,hanging,orslidingdripcausedbytheimbalance;4)被吊物上有人或浮置物不吊；Noliftingwhenpersonsorfloatingobjectattachedtotheliftedsubject;5)结构或零部件有影响安全工作的缺陷或损伤不吊；Noliftingstructuresorpartsaffectsafety;6)遇有拉力不清的埋置物件不吊；Noliftingunclearembeddedobjects;7)工作场地错暗，无法看清场地、被吊物情况和指挥信号不吊；Noliftingindarknessunabletoseeliftedobjectandsignal;8)重物梭角处与捆绑纲丝绳之间未加垫不吊；Noliftingobjectswithoutpadsbetweentheheavyobjectcornerpositionandbindingwires;9)歪拉斜吊重物；易燃易爆物品不吊。Liftobjectsonincorrectdirectionorinflammableandexplosiveitems.6.4安全措施、文明施工Securitymeasuresandcivilizedconstruction1)施工人员登记造册，报总包方备案；Constructionpersonnelmakerecordsandreporttothecontractor.2)严格遵守现场规章制度，服从总包方管理；Strictadherencetothesiterulesandregulations,subjecttothecontractor’smanagement;3)搞好文明施工，做到落手清；Makecivilizedconstructionandfinishworkintime;4)对职工进行三级安全教育，进行安全技术交底；Dothreeclasssafetytrainingandclarification.5)特殊工种持证上岗；Specialtypesofworkhavecertificates;6)吊装作业区域用红白三角带围护，非作业人员严禁入内；LiftingoperationsregionenvelopeswithredandwhiteV-belt,andnon-operatingpersonnelisstrictlyprohibitedentry;7)施工用电一机一闸一保险；Theconstructionelectricitymakessurethatuseonemachineonegateandoneinsurance;8)施工机具做到班前检查，班后整理、保养；Constructionequipmenttodopre-examination,andmaintenance;9)按规程操作，严格执行奖罚制度Operateaspertheworkingprocedure,andmakeastrictimplementationofrewardandpunishmentsystem.七.应急预案EmergencyPlan建立组织机构,成立专门的应急领导组织结构，做到项项吊装应急突发事件有专人负责。Establishorganizationandsetupspecialemergencyleadershipstructuresothateverysingleemergencyliftingincidentshouldbespeciallytakencareof.应急预案响应程序:发生紧急事故时，发现人应立即向应急组织机