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吊装计划LiftPlan项目名称ProjectName0734锅炉房合同号ContractNo.编制人Compiledby洛江涛（LuoJiangtao）审核人Reviewby黄越(HuangYue)审批人Approvedby王胜（WangSheng）工作描述：在新厂，采用1台50T吊车将反渗透装置0726T-072603内脚手架吊出jobdescription:AtNGP,wearetousecranetoremovescaffoldingsfromtheinsideofanROequipmentno.0726T-072603.吊装日期LiftDate2015.6.13吊装时间LiftTime14:00基本资料GeneralInformation计量单位UnitofMeasure位置Position反渗透装置(ROvesselno.0726)CraneAPlantNo./type/capacity/QualifiedNo.checkedbyCDB吊车“A”的出厂代码/类型/起吊能力/CDB检查合格的编号吨tonLXGC40X9A009971/QY50K/50t//需要提前的吊装日期RequiredPriorToLiftingDateCraneBPlantNo./type/capacity/QualifiedNo.checkedbyCDB吊车“B”的出厂代码/类型/起吊能力/CDB检查合格的编号吨ton负载物描述DescriptionofLoad/脚手架Scaffoldings团队成员TeamMembers负载物质量MassofLoad吨ton0.2t名字Name/类别Category重心位置LocationofCenterofGravity/15mCraneAOperator吊车“A”的操作手郑勇（ZhengYong）负载物尺寸高度/宽度/长度DimensionsofLoadH/W/L毫米mm3/3/6CraneBOperator吊车“B”的操作手吊车数量NumberofCranes台Set1Rigger/DogmanNo.1(Signaller)索具装配员/1号指示员（信号手）代庆普（MaPing）吊车负载安全倍率LoadSafetyMultiplyingpowerofCraneA/B/N/A控制吊装的监督员SupervisorincontrolofLiftHold地面类型/稳定性/泥土值TypeofGround/Stability/SoilValue/泥土压实Claycompaction通讯Communications梁中平13982050782移动重物的距离DistanceLoadtobeMobiledMeters米14m无线电/鸣笛/信号Radio/Whistle/SignalInterphone+handsignals对讲机+手势风速WindSpeedm/s米/秒Pre-liftingMeasure(ratedvalue≤8ms/s)起吊前测定（限定值≤8ms/s）//天气状况WeatherConditions/Pre-liftingMeasure(forbiddenworkinginheavyflog,rainandsnowaswellasThunderstreak)起吊前测定（大雾、雨雪、雷电天气禁止作业）//最大吊装高度MaxHeightofLiftMeters米16m//需要的信息InformationRequired负载能力Capacity吊车“A”Crane“A”吊车“B”Crane“B”计算Calculations每辆吊车的安全工作负载表LoadChartSWLforeveryCrane/见附录ASeetoAppendixA总质量/负荷图里的安全工作负载=%吊车起吊能力TotalMass/LoadChartSWL=%CraneCap计算起重装置的安全工作负载量CalculatedSWLforLiftingGear吨Ton1.065负载质量+起重装置的重量=总质量MassLoad+Wtofliftinggear=TotalMass吊车的操作半径OperatingRadiusofCrane米Meter12超起配重/超起半径Exceededliftingweight/exceededliftingradius吨/米Ton/MeterN/A吊车吊杆/力臂的长度Boom/JiblengthofCrane米Meter18.05吊车吊杆角度BoomangleofCraneDegrees角度50°《移动式起重机吊装作业安全管理标准》CDB-0000-HES-PCD-SC2-000-00016-00吊索配置（比如吊篮）SlingConfiguration(eg.basket)/双肢DoubleLegs吊索工作情况参考WorkingStatusofSlingReference垂直Vertical锁吊LockLift双肢DoubleLegs吊索的安全工作负载量/角度SWLofslings/Angle吨Ton10T/60°/吊索的类型Typeofslings涤纶/2t/6米/扁形Polyester/10t/12m/Flat/吊索的数量/长度Quantity/Lengthofslings数量/米Quantity/Meter4/6m/吊梁的安全工作负载量LiftingBeamSWL吨Ton//卸扣的安全工作负载量/数量/类型Shackles-SWL/Quantity/Type吨Ton2t/4/D型/起重装置的总量TotalMassofLiftingGear吨Ton1.065说明：包括吊索、吊梁。Note:Itincludesslings,liftingbeam.负载质量+LG&HB的质量+平衡梁MassofLoad+MassLG&HB吨Ton0.25+0.1+0.515=0.865T吊装程序ProcedureforLift起重装置的布置LiftingGearArrangement特别注意：1.吊装前对起重装置和地面进行确认。2.架设每次至少两根吊索去承受重物的重量。3.由吊车操作手在起吊当日确认负载的质量。4.吊车操作手可以本着谨慎的目的改变起吊装置的配置，但是必须在实施吊装前提交并取得CDB管理部门审批。SpecialNotes:1.ChecktheLiftingGearandEarthBeforeliftingwork.2.Itisassumedthatatleasttwoslingsatanyonetimearetakingtheweightoftheload.3.MassofloadistobeconfirmedbyCraneOperatoronthedayoflift.4.TheCraneOperatormaychangetheLiftingGearconfigurationathisdiscretionbutmustsubmitandapprovedorrevisedliftplanformCDB.managementpriortolift.吊车的操作和移动CraneOperationandMovement50t吊车不移动。50tcranewillnotmove.如果操作手不清楚接到的指示，在澄清指示前不能移动吊车。Ifcraneoperatorisunclearofdirectionsgiven,nomovementistotakeplaceuntildirectionshavebeenclarified.注：遇到意外时，立即停止所有操作，并对情况进行评估。Note:Allfunctionaretostopandsituationassessedifanyunforeseenproblemarises.吊装步骤&评估LiftSteps&Assessment1吊装前，50t吊车进入现场接受Servtech和CDB的检查。检查合格后吊车到达吊装位置，吊装准备工作步骤如下：Beforelifting,the50TcraneonsitewillbeinspectedbyServtechandCDB.Afterthequalifiedinspection,thecranewillarrivedtheliftingposition.Theliftingthepreparationstepsareasfollows:（1）对吊装区域尤其是吊车站位的地面、吊装机工具和SP-17进行最后的检查确认。Forliftingarea,especiallythecranestancefloor,hoistingmachinetools,andSP-17forfinalcheck.（2）确认各类作业许可已经具备并通过相关部门、人员签字。警戒区域和看护人员已经设置。Confirmallkindsoflicensealreadyhaveallthehomeworkandbyrelevantdepartments,staffsignature.Andcaregivershavesetthealertarea.（3）对所有作业人员的状态进行检查，确定所有人员的身体状态、精神面貌适合进行作业。Checkstatusofallworkers,makesureallpersonnelstateofphysicalandmentaloutlookforhomework.2吊装前，召开工具箱会议，对本次吊装进行一次技术和安全交底，并让所有参与人员签字确认已熟悉施工方案和作业流程。Beforelifting,toolboxmeeting,fortheliftingofatechnicalclarificaitonandsafety,andletallparticipantssignhasbeenfamiliarwiththeprocessofconstructionschemeandwork.3检查吊车位置符合吊装要求，确定设备摆放位置平整夯实。Checkthepositionofcranetoensureitmeetsliftrequirements;confirmthelocationwheretheequipmentstandingisplaneandrammed.4吊装指挥人员最后确认所有准备工作已经就绪。Hoistingcommanderfinallyconfirmedallthepreparationworkisready.5CDB相关监督检查人员已经到场。CDBrelevantsupervisionandinspectionstaffhastobepresent.6上午9点整，施工经理罗栋梁下达吊装命令。At9o’clockam,ProjectmanagerLuoDongliang,constructionmanagergivestheordertostartlifting.7检查确认吊车、地面、吊装装置等是否异常，检查完毕后，进行作业。Checkandconfirmwhetherthereisanyabnoramlofthecrane,groundandhoistingunit.Proceedtheoperationonlyafterthechecking.8拆卸全部SP-17下部连接螺栓，取出柔性膨胀节，其上边的法兰螺栓拆卸只剩下180度对称2个。捆绑SP-17,再松最后2个，缓慢移除，慢慢处于垂直状态。DismantleallthebottomconnectingboltsofSP-17,takeouttheflexibleexpansionjointandremain2symmetricalflangeboltsonthetop.TietheSP-17andloosenthelasttwoboltsandremoveitslowlyinaverticalstatus.950t吊车起吊，吊车旋转，将SP-17，放置在安全区域。The50Tcranebeginstoliftandrotate,andthenmoveandset