大型设备吊装施工方案申报审批单

1．组织管理体系：Organizationmanagementsystem1.1现场吊装组织机构Suspendingorganizationonsite 吊装总指挥吊装总指挥技术供应质量安全吊装顾问组抬尾指挥主吊指挥起重班机械操作员测量人员其他工种设备铆工班现场吊装指挥SuspendingadvisorteamChiefcommanderofsuspendingTechnologysupplyfacilityqualitysafetySuspendingcommanderonsiteMainsuspendingcommanderliftingtrailcommanderLiftingteammachineoperatorothertypesworkerRivetworkerteammeasureworker1.2主要人员职责Dutiesforimportantpersonnel吊装总指挥对大件设备吊装工作的总体运行进行协调控制，提供资源保证，签发吊装令。Thesuspendingchiefcommandercorrespondandcontrolthewholesuspendingworkoftheheavyfacilities,alsosupplytheguaranteeofmaterialsandsignthecommandosuspending.吊装现场指挥负责组织吊装方案的实施。Suspendingcommanderonsitetakechargeoforganizingtopracticethesuspendingscheme.技术负责人负责编制吊装方案，参加技术交底，参加技术攻关工作，参与风险评估和吊装前的检查确认。Technologyprincipaltakechargeofwritingthesuspendingscheme,tellingthetechnologyintentions,attendingintacklingkeytechnologyproblemandriskevaluatingandaffirmingcheckingbeforesuspending.质量负责人负责审查、确认特殊作业人员上岗资格，参加到货设备的检查和验收，组织设备基础验收、检查确认施工质量。Qualitypricipalchargeinexaminationandaffirmthespecialworkermooountguardwithcertification,healsoattendincheckingandacceptthereceivedfacilities,organizetocheckandacceptthefacilitiesbasic,checkandaffirmtheconstructionquality.设备负责人负责对进场施工设备的状况进行核实确认。负责设备的日常维护管理，参与风险评估工作。Facilitypricipaltakechargeofvertifyandaffirmtheconditionsofconstructionfacilitiesonsite,dailymaintainingandmanagementoffacilitiesandattendingriskevaluating.安全负责人负责提出HSE实施计划，监督HSE管理的实施。SafetypricipaltakechargeofsupplyingHSEpracticeschemeandsupervisingHSEmanagementimplementation.供应负责人根据工程需要及时保质保量供应器材，组织到货设备验收。Supplypricipalpurveyequipmentswithqualityandquantityintimeaccordingtotheprojectrequirement,andorganizetocheckandacceptthereceivedfacilities.2．运输路线：（运输公司编制）Transportationroute:(workoutbytransportcompany)3．运输车辆的性能特点（运输公司编制）Functionsandfeaturesofvehicles(workoutbytransportcompany)4．卸车位置及方位Unloadingplacesandorientation4.1大型设备卸车、吊装顺序（详见大型设备吊装运行计划）Unloadingandsuspendingordersofheavyfacilities(seerunningplanofsuspendingheavyfacilities)4.2设备摆放所占的道路及时间：Roadandtimeoccupiedbyputtingthefacilities:1）10#路：摆放T-4001、T-4003安装平台、保温、管线03年10月15日11月6日；2月1日2月9日NO10Road:putT-4001duringOctober15toNovember6,2003;February1stto9,20042）8#路：1250t吊车组车04年2月1日2月9日。NO8Road:install1250tcranefromFebruary1stto9,2004.4.3设备卸车配合及支撑Cooperatingandsupportingofunloadingfacilities4.3.1卸车Unloading●预搭设支撑垛;●Buildthesupportingbuttressinadvance;●油压板车进入指定位置；●Entertheoilpressureplankmachinetotheappointedplace;●在卸车支撑处摆好卸车用的钢梁及鞍座；●Puttingtheunloadinggirderandbicyclesaddleintheunloadsupportingplace;●启动油压板车升降千斤顶，将设备顶起；●Startuptheliftinganddropingjackofoilpressuretopeakupthefacilities;●将卸车用钢梁及鞍座放置到支撑垛上；●Putunloadonthesupportingbuttressbythegirderandbicyclesaddle;●降下油压板车，将设备落到卸车鞍座上；●Downtheoilpressureplankandletthefacilitiesontheunload’sbicyclesaddle;●退出油压板车。●Exitfromtheoilpressureplank.4.3.2支撑处理Supportingdisposal设备下由2个支撑点4个支撑垛受力，每个支撑垛应满足受力要求，支撑垛与地接触面积为9平方米（每个支撑垛下面铺设δ30~40mm钢板，支撑垛由钢结构支架或道木垛组成）。Twosupportingpointsandfoursupportingbuttressunderthefacilitiestobeartheweight,eachbuttressshouldmeettherequirementsofbearing.Thecontactareabetweensupportingbuttressandgroundis5squaremeters(lay30~40mmarmorplateundereachbuttresscontainingofsteelstructureplankorcrosstiebuttress.)支撑示意图Supportingsketchmap4.3.3卸车原则上采用以下方法：Unloadingadoptthefollowingmeasuresinprinciple:1）充分考虑设备进入现场与其吊装时间的逻辑关系，尽量使用CC8800直接从拖车上卸货及吊装。Considerthelogicalrelationshipofenteringonsiteandsuspendingtimeforfacilitiessufficiently,trybesttouseCC8800tounloadandsuspenddirectlyfromthetrailer.2）大型设备根据合同由运输方直接运输至现场指定位置。Accordingtothecontract,heavyfacilitiesshouldbedeliveriedbytransportsidedirectlytotheappointedplaces3）较小型设备直接运输至现场后，采用M250型250吨履带吊直接卸车或吊装。Use250tonpedrailcraneModel250todeliveryorsuspenddirectlyafterthesmallerfacilitiesbeingdeliveriedonsite.4）如果设备卸于临时库房，则根据设备重量、规格尺寸等条件采用KMK5160型160吨汽车吊单车或160吨汽车吊与TG-1300型130吨汽车吊双车抬吊的方法将设备装车，封车后运输至现场，采用160吨汽车吊单车或160吨汽车吊与130吨汽车吊双车抬吊的方法卸车。Ifdeliverythefacilitiesinatemporarystoreroom,use160tonautosuspendingsinglevehicleModelKMK5160or160tonautosuspendingand130tonautosuspendingtwinvehiclesliftingtoinstallthevehicle,closethevehiclethendeliveryonsiteinaccordancewithconditionsoffcilities’weightandspecificationthenadoptthemeasuresofunloadingfacilitiesby160tonautosuspendingsinglevehicleor160tonautosuspendingand130tonautosuspendingtiwnvehicleslifting.5）说明:Narration设备支点用4个支撑垛支撑。每个支撑面积9平方米（每个支撑垛下面铺设δ30~40mm钢板）。Thefacilitiespivotsupportbythefoursupportingbuttress.Eachcansupporttheareaof5squaremeters(lay30~40mmstellplankundereachbuttress).支撑鞍座利用设备运输的鞍座。Usethedeliveryingbicyclesaddleofthefacilitiestosupportthesaddle.4.4设备摆放要求Requirementsforputtingthefacilities4.4.1T-4001●抬尾吊耳在正上面●Suspendingtrailholeinthemedianaboveplace●主吊耳在水平位置●Themainsuspendingholeinthehorizontalplace●主吊耳位置运到基础中心位置，方向按现场平面图位置摆放。Themainsuspendingholecarriedtobasiccenterplaceandputdirectionastheichnographyplaceonsite.●主吊及抬尾吊耳位置、方位按提供给上海医药工业设计院的条件执行。●AccordingtotheconditionssuppliedtoShanghaimedicamentindustryacademyofdesign,performtheplacesanddirectionsofmainsuspendingandtrailhole.4.4.2其它设备Otherfacilities抬尾吊耳在正上方Suspendingtrailholeinthemedianaboveplace按现场平面图位置摆放Putastheichnographyplaceonsite方向按现场平面图位置摆放。Putasthedirectionastheichnographyplaceonsite4.4.3大型设备摆放位置详见附图《大型设备吊装平面图》Seetheclosedformabouttheputtingplacesoftheheavyfaciilities序号RefNO设备位号NOofFacilities摆放要求备注Remarks塔头朝向DirectionofTowerHead塔头坐标CooperateofTowerHead两主吊耳方位OrientationsofthetwomainSuspendingHoles塔尾部吊耳方位OrientationofSuspendingHoleinTowerTrail1E-2001A塔头朝东EastE3624N3442水平放置Horizent抬尾吊耳向上up2E-2001B塔头朝东EastE3624N3423水平放置Horizent抬尾吊耳向上up3E-3004/3006/3007塔头朝北NorthE3650N3350水平放置Horizent4R-3001塔头朝西WestE3716N3314水平放置Horizent抬尾吊耳向上up5R-3002塔头朝西WestE3710N3332水平放置Horizent抬尾吊耳向上up6T-2001塔头朝东EastE3614N3423水平放置Horizent抬尾吊耳向上up塔体垫高1.4米1.4mhigherfortower7T-2003塔头朝东EastE3631N3448水平放置Horizent抬尾吊耳向上up塔体垫高1.4米1.4mhigherfortower8T-4001塔头朝西WestE3651N3448水平放置Horizent抬尾吊耳向上up塔体垫高1.4米1.4mhigherfortower9T-4003塔头朝东EastE3642N3451水平放置Horizent抬尾吊耳向上up塔体垫高1.4米1.4mhigherfortower10E-4003A设备头朝西NorthE3725N3342水平放置Horizent抬尾吊耳向上up11E-4003B设备头朝西NorthE3725N3348水平放置Horizent抬尾吊耳向上up12E-4003C设备头朝西NorthA3725B3354水平放置Horizent抬尾吊耳向上up13E-3009AA3725B3360水平放置Horizent14E-3009BA3725B3366水平放置Horizent5.吊车性能特点：Functionsandfeaturesofcrane5.1吊车分SSL、SVFL等6种工况，最大起重能力为1250t；SixconditionsforcraneofSSL,SVFLandsoon,themostliftingcapacilityis1250t5.2吊车长15米，宽12.5米，车高7.1米；Craneis15m(L),12.5m(W)and7.1m(H);5.3吊车的机动性能好，可载重行走；Goodflexibilityofcrane,whichcanwalkwithloadingaswell;5.4吊装能力优越，超起配重600t，超起半径最大25米。Excellentliftingofsuperlifting600tandthemostsemidiameteris25meter.6．吊车组装位置和移动位置以及各吊装作业位置：CoordinateoftheCC8800pedrailsuspendingstation车位序号CraneStationNo.E坐标CooperateEN坐标CooperateN所吊设备位号LiftedequipmentNo.1#3694.53433T-4003T-40012#36443432T-2001T-2003E-2001A/B3#36703351R-3001R-3002E-3004/3006/3007E-4003A/B/CE-3009A/B7.吊车站位及移动对场地的要求：Requirementsforliftingsitebycranestandingpositionandmoving:7.1影响吊车占车及行走的设备基础及施工时间要求:Requirementsforfacilitiesbasicandconstructiontimeofinfluencingcranebybeingoccupiedandmoved:1）吊车站位1:装置北界区外管廊、P-4013A/B/C、P-4016；基础03年11月24日后施工。Cranestation1:outerpipeporchofinstallationNorthboundaryP-4013A/B/C.P-4016;ConstructthebasicfromNovember24,2003.2）吊车行走：D-6005、P-6011、P-6004andP-6006；基础03年11月24日后施工。Cranemoving:D-6005,P-6011,P-6004andP-6006;ConstructthebasicfromNovember24,2003.3）吊车站位3：Z-6008、X-6010、P-6015、P-6016A/B；基础04年2月20日后施工。Cranestation3:Z-6008,X-6010,P-6015andP-6-16A/B;ConstructthebasicfromFebruary20,2004.4）吊车站位影响的地下管道在吊车退场后开始施工。北区：03年11月24日开始，南区：04年2月20日开始。Theundergroundpipelineinfluencedbythecranestationwillconstructafterexitofcrane,theNorth:November24,2003;theSouth:7.2吊车承载地基处理设计计算：（3公司负责）Designcalculationofloadingbasictreatment:(No.3companyinduty)7.2.1地基处理（由3公司提出）Groudworkdisposal8．吊装计算及依据：Calculationbasicforlifting8.1编制说明Explanationforcompiling8.1.1适用范围Applicablescope本方案适用于上海赛科石油化工有限责任公司50万吨/年乙苯/苯乙烯装置大型设备的吊装，涉及到重量在100t以上的设备共计17台。Thisschemeisapplicabletosuspendingheavyfacilities,whichinvolved17setsover100toneach,withinstallationof500,000t/yforEthylbeneze&StyreneofShanghaiSECCO-petroCompanyLimited.8.1.2编制依据Compilingreferences1）国家（行业）有关标准、规范；Therelativestandardsandregulationsofnation(trade);——《大型设备吊装工程施工工艺标准》SHJ515-90；TechnicsStandardsforConstructionofSuspendingandinstallingheavyfacilities,SHJ515-90——《石油化工施工安全技术规程》SH3505-1999；SafetytechnologyregulationsforconstructionofPetro-chemichal,SH3505-1999；——《建筑地基基础规范选编》中国建筑工业出版社1993年版；Chaptersfromarchitecturegroundworkbasicregulations,Chinaarchitectureindustrypublishingcompany,1993edition——《起重工操作规程》SYB4112-80；Operationregulationsforcraneman,SYB4112-80；2）SECCOIPMT提供的设备规格表（4月23日）及相关图纸，详见设备表；SpecificationformandrelateddrawingsoffacilitiessuppliedbySECCOIPMT(April,23),seeequipmentstablefordetails；3）上海项目工程部提供的50万吨/年乙苯/苯乙烯装置安装工程施工投标文件；Tenderdocuments,constructionof500,000t/yinstallationforEthylbeneze&StyrenePlant,supplybyShanghaiProjectEngineeringDepartment;4）上海项目工程部提供的图号为A110870-00010-J的装置平面布置图；IchnographyA110870-00010-JofinstallationsuppliedbyShanghaiProjectEngineeringDepartment;5）DEMAGCC8800型1250吨履带式吊车性能表。Capabilityformof1250tonpedrailcraneModelDEMAGCC8800.8.2总体吊装方案Wholelsuspendingscheme8.2.1工程概况Projectgeneral1）场地条件Siteconditions上海赛科50万吨/年乙苯/苯乙烯装置属于新建项目，整个装置作业面开阔。装置界区达180米×120米，因此场地环境较好，有利于进行大型设备的吊装作业。另外装置内道路按照设备进厂、DEMAGCC8800型1250吨履带式吊车行走及吊装对地面承载力的要求进行施工。ShanghaiSECCO500,000t/yEthylbeneze&StyrenePlantisapartofnewprojects,thewholeinstallationsiteiswideanditsboundaryis180m*120m,sotheenvironmentisbetterforsuspendingheavyfacilities.Otherwise,roadsinsideinstallationsiteconstructionisinaccordancewithfacilitiesenteringfactory,1250tonpedrailModelDEMAGCC8800movingrouteandrequirementsofgroundbearingforsuspending.2）工程特点Projectcharacteristics上海赛科50万吨/年乙苯/苯乙烯装置吊装工程大型设备较多，分布面广。其中100吨以上的设备17台：最大吊装重量的设备为乙苯蒸汽过热器/中间压力沸热换热器/低压沸热换热器（35—E—3004/3006/3007），重量达679吨吊装总负荷740吨；最高设备为EB/SM分离器（35-T-4001）高度为80.8米，为本次设备吊装的重中之重。SuspendingprojectofShanghaiSECCO500,000t/yEthylbeneze&StyrenePlanthasmanyheavyfacilitiesdistributedinawildarea.17setsofthesearemorethan100ton:theweighestsuspendingfacilityisEthylbenezesteamheatfilter/middlepressureboilingexchanger/lowerpressureboilingexchanger(35-E-3004/3006/3007),whichisabout679tonandsuspendingbearingof740ton;Thehighestfacility,alsotheheaviestinallfacilities,isEB/SMseparator.(35-T-4001)about80.8meter3）大型设备一览表Formofheavyfacilities序号RefNO设备位号Facilitynumber设备名称Name设备规格(mm)Standard设备重量

（Kg）Weight备注Remark1D-3001乙苯/蒸汽分离罐SteamseparatetankforEthylbeneze70001260010800024/4/2003SSEC设备表SSECfaxilityformofApri2E-2001A/B苯塔再沸器Benzenetowerreboiler8800024/4/2003SSEC设备表SSECfacilityformofApril,24,3E-3004/3006/3007乙苯蒸汽过热器/中间压力沸热换热器/低压沸热换热器Ethylbenezesteamheatfilterfor/middlepressureboilingexchanger/lowerpressureboilingexchanger550035000679000DrawingNo:20389734E-4009苯乙烯塔冷凝器Styrenetowercondensator10724024/4/2003SSEC设备表SSECfacilityformofApril,5R-1001烃化反应器Alkylationreactor2600256357590002329-00-907-11A6R-3001第一脱氢反应器Thefirstdehydrogenreator520029973268000DrawingNo:571A-22-017R-3002第二脱氢反应器Theseconddehydrongenreactor590035315500000DrawingNo:571B-22-018T-2001苯塔Benzenetower45004146514000002329-00-907-01A9T-2003乙苯塔Ethybenezetower30004480071530施工图EQ30-0093M10T-4001EB/SM分离器EB/SMseparator760080780560100施工图EQ30-009811T-4003苯乙烯塔Styrenetower480038480104410施工图EQ30-0100M12E-4003A/B/CEB/SM冷凝器EB/SMsplittercondenser360011641146700DrawingNo:203896913E-3009A/B冷却器TRIMCOOLER270014194123800DrawingNo:20389958.2.2总体方案概述Generalofwholescheme1）对于苯乙烯装置的设备吊装特点来说，采用机动性好的吊装机具能适用于重型设备多而分布较广的特点。同时为使吊装工期尽量缩短，国内最大起重能力的1250吨履带式起重机的引进，给我们用于上海赛科苯乙烯装置大型设备吊装的机具注入了新的内容。ForchatacteristicsofStyrenefacilitysuspending,usinggoodflexibilitysuspendingmachinerycanapplytofacilities’characteristicsofquantityanddistributeingwildly.Meanwhile,toshortentheworkingtime,1250tonpedrailcraneofthebiggestliftingabilityintroducedinChinainjectnewcontenttoheavyfacilities’suspendingmachineryofShanghaiSECCOStyrenePlant.2）经现场勘察和反复论证，兼顾了技术上的先进性，安全上的可靠性和经济上的合理性，在赛科苯乙烯装置大型设备的吊装工程中，我们决定采用大型移动式起重机作为主吊机具的总体方案，即DEMAGCC8800型1250吨履带式起重机主吊，M250型250吨履带起重机抬尾配合。Accordingtothereconnaissanceonsiteanddemonstrationrepeatedly,wepaidattentiontoadvancedtechnology,dependablesafetyandrationaleconomy,anddecidedtoadoptthewholeshcemeofheavyjennyasthemainsuspendingmachinery,inwhich1250tonpedrailcraneDEMAGCC8800isthemainsuspendingmachineryand250tonpedrailcraneModel250cooperatewithliftingthetrail.3）根据合同，所有大型设备应运抵FCC指定的吊装位置、方向、角度及高度卸车，并且直接利用设备出厂装车原支撑鞍座位置进行支垫。Accordingtothecontract,allheavyfacilitiesshouldbedeliveriedandunloadedtoappointedsuspendingplace,direction,angleandheightbyFCC,andunderlaydirectlyfacilitiesintheoriginalsupportingsaddlepointsasthefacilityleavingfactory.4）所有塔类设备尽量在地面完成附件安装（包括附塔管道、梯子、平台、绝热防腐）然后吊装，吊耳以上部分妨碍吊装绳索及设备摆放支撑处的附件在塔吊装后施工。Allthetowerfacilitiestrythebesttoinstallaccessoriesontheground（includingattachedtowerpipeline,ladder,platform,adiabatandantisepsis）beforesuspending.Thepartshigherthansuspendinghole,whereaccessoriesobstructsuspendinglinesandplacestoputsuppotingfacilities,shouldconstructaftersuspendingtower.5）T-4001塔顶部大口径管道因吊车的有效吊装高度所限，不能随塔吊装，在其吊装后，再用CC8800吊装此管线。T-4001bigcaliberpipelineislimitedinheightbecauseofitsavailablesuspendingheightandcouldnotsuspendwiththetowerfreely.Aftersuspendingit,useCC8800toinstallthispipecable.8.3大型设备吊装施工工艺Constructiontechncisofsuspendingandinstallationofheavyfacilities8.3.1设备参数表Parameterformoffacilities序号RefNo..位号No.名称Name规格（mm）Stardard设备吊装重量明细（t）Detailsofsuspendingweight本体Noumenon平台Platform绝热Heatinsulation配管Attachedpipe吊装重量Weight1D-3001乙苯/蒸汽分离罐Ethylbeneze/steamseparatetank7000126001080005521202E-2001A/B苯塔再沸器ReboilerofBenezetower880001410101223E-3004/3006/3007乙苯蒸汽过热器/中间压力沸热换热器/低压沸热换热器Ethylbenezesteamseparater/middlepressureboilingchanger/lowerboilingchanger5500350006790006794E-4009苯乙烯塔冷凝器Styrenetowercondesator1072401075R-1001烃化反应器Alkylationreactor2600256357590010971026R-3001第一脱氢反应器Thefirstdehydrogenreator5200299732680002687R-3002第二脱氢反应器Theseconddehydrongenreactor5900353155000005008T-2001苯塔Benzenetower4500414651400002325302189T-2003乙苯塔Ethybenezetower3000448007153014161611810T-4001EB/SM分离器EB/SMseparator76008078056010023141060511T-4003苯乙烯塔Styrenetower48003848010515202016012E-4003A/B/CEB/SM冷凝器EB/SMsplittercondenser36001164114670014670013E-3009A/B冷却器TRIMCOOLER270014194123800123800注：1)上表中设备的壳体重量依据详见2.1节中3）《大型设备一览表》。Remarks:seeFormofheavyfacilitiesinSection2.1,item3)aboutshellweightreferenceoffacilitiesintheaboveform..2)设备平台、保温、管线重量无图，为原标书中的估计值。Nodrawingsforflatroofofequipments,warmproofandpipelines,hereareapproximatenumbers.3)T-4001、T-4003、T-2001、T-2003的平台重量见医药工业设计院6月23日的函件WeightoftheflatroofofT-4001、T-4003、T-2001、T-2003,seeducomentdatedJune23ofShanghaiPharmacalIndustryDesignInstitute8.3.2吊车工况选择及主要性能指标choiceofcraneworkingconditionsandthemaincapabilitiesguideline序号RefNO设备位号NOoffacilities吊装重量（t）Suspendingweight主吊车MainCrane抬尾吊车Liftingtrailcrane车型/超起配重Model/bearingwieght工况Condition杆长Length(m)作业半径(m)Semidiameter额定起重能力(t)Testabilityofsuspending车型Model杆长(m)Lenght作业半径(m)Semidiameter额定起重能力(t)Testabilityofsuspending1D-30011252E-2001A/B152CC8800/1003E-3004/3006/3007740CC8800/400SSL4E-40091125R-10011336R-3001298CC8800/3007R-3002530CC8800/3008T-2001248CC8800/3009T-2003148CC8800/0SSL10T-4001653CC8800/50011T-4003190CC8800/20012E-4003A/B/C177CC8800/30013E-3009B154CC8800/10014E-3009A154CC8800/300注：上表中吊车载荷为设备的吊装重量+钩重+平衡梁的重量+绳索的重（详见吊装立面图）Remarks:theloadingofcraneinaboveformisthesummationofsuspendingweight,hookweight,balancegirderandcableweights.(seeverticaldrawingfordetails)8.3.3吊耳形式及吊索具使用一览表Formofusingslingmachinery抬抬绳扣ropebuckle使用方式UsingmeasureD-3001120φ60.52弯4股×1对40190E-2001A/B12261无图80T×2φ60.52弯4股×1对4019035T×2φ60.52弯4股×1根30190E-3004/3006/3007679φ2002×400t×36.5m73800E-4009107φ522弯4股×1对30140R-100110251板式80T×2φ60.52弯4股×1对3019035T×2φ60.51弯2股×1根1195R-3001268134管式φ60.53弯6股×1对7029080T×2φ2001×400t×4.5m9400R-3002500管式φ2002×400t×36.5m73800φ2001×400t×4.5m9400T-2001218109管式φ60.53弯6股×1对4029080T×2φ2001×400t×4.5m9400T-200311853板式80T×2φ60.52弯4股×1对3019035T×2φ60.51弯2股×1根1195T-4001560152管式φ2002×400t×36.5m73800100T×2φ2001×400t×4.5m9400T-400316075板式100T×2φ60.52弯4股×1对4019055T×2φ60.51弯2股×1根1195E-4003A/B/C14774管式φ60.52弯4股×1对4019055T×2φ60.52弯4股×1根11190E-3009A/B124φ60.52弯4股×1对40190注：1）无图的设备重心按设备长度的中心考虑2）φ60.5mm的破断拉力取190t，每两股绳取1.5，安全系数取6倍。Remarks:1)considebarycentersoftheseequipmenswithoutdrawingsasleightcenter2)φ60.5mmbrokenpulladopt190tandhave1.5fortworopes,andthesafetyfactoradoptssixtimes.8.3.4T-4001吊耳的形式、位置、强度校核：Checkform,positionandintensionoflugsforT-4001:a）吊耳的形式：管轴式Formoflug:tubeaxialb）吊耳的位置：从顶封头管嘴法兰下返26米Positionoflug:returndown26mfromtopcovertubeflangeФ1100×38mm300mm420mm250mmFc）强度校核：F=Q×1.2×1.5/2=605t×1.2×1.5/2=545tФ1100×38mm300mm420mm250mmFCheckintension:F=Q×1.2×1.5/2=605t×1.2×1.5/2=545t吊耳管的材质为16MnRбS=3200Kg/cm2[б]=бS/1.5=2133Kg/cm2Materialforlugtubeis16MnRбS=3200Kg/cm2[б]=бS/1.5=2133Kg/cm2A=π（D2-d2）/4=3.14×（1102-102.42）/4=1267.2cm2I=I1+I2+I3=π（D4-d4）/64+（b1h13/12）+（b2h23/12）=1788761cm4+178957cm4+69cm4=1967787cm4W=I/（D/2）=1967787cm4/（110cm/2）=35778cm3τ=F/A=545000Kg/1267cm2=430Kg/cm2σ=M/W=F×L/W=545000Kg×30cm/35778cm3=457Kg/cm2根据第四强度理论：σ'=（σ2+3τ2）1/2=494Kg/cm2〈[б]=2133Kg/cm2Accordigntothefourthintensiontheory:σ'=（σ2+3τ2）1/2=873.8Kg/cm2〈[б]=2133Kg/cm2∴吊耳强度有保障。Solughasintesionprotection.8.3.5平衡梁选用及校核：Choiceandadjustofbalancegirdera）平衡梁使用对照表Comparingformofchoiceofbalancegirder设备位号No设备直径（m）diameter设备吊装重量（t）liftingweight选用平衡梁长度（m）balancegirderleight备注(中间加短节)remarksD-30017.0120E-2001A/B122E-3004/3006/30075.5679E-4009107R-10012.6102R-30015.22685.9专用平衡梁specialbalancegirderR-30025.95006.9专用平衡梁specialbalancegirderT-20014.52184.9专用平衡梁specialbalancegirderT-20033.0118T-40017.66057.9专用平衡梁specialbalancegirderT-40034.8160E-4003A/B/C3.61473.9专用平衡梁specialbalancegirderE-3009A/B2.7124注：空白处的设备吊装不使用平衡梁Remark:thefaciltitesinblankdonotusebalancegirdertosuspendB）平衡梁的校核：Adjustbalancebeam设计条件Designcondition————吊装载荷610tLiftingload610t————平衡梁长度7900mmLengthofthebeam7900mm●平衡梁受压杆件结构部分受力计算Calculatepartbearingofbearingpolestructureofbalancebeam截面Π：钢板500×20mmSectionII:steelplate500×20mm截面Ι：H490×300×20×14mmSectionI:H490×300截面Π：钢板500×20mmSectionII:steelplate500×20mm截面Ι：H490×300×20×14mmSectionI:H490×300×20×14mmXY500mmX2）平衡梁组合截面几何性质计算Calculategeometricalcharacteristicsofassembledsectionforbalancebeam截面I：SectionI面积A1=30×2×2+45×1.4=183cm2AreaA1=30×2×2+45×1.4=183cm2惯性矩Ix=1/12×1.4×453+2/12×30×23+2×30×2×23.52=10631+40+66270=76941cm4InertialmomentIx=1/12×1.4×453+2/12×30×23+2×30×2×23.52=10631+40+66270=76941cm4惯性矩IY=1/12×45×1.43+2/12×2×303=10.29+9000=9010.3cm4InertialmomentIY=1/12×45×1.43+2/12×2×303=10.29+9000=9010.3cm4截面II：SectionII面积A2=50×2=100cm2AreaA2=50×2=100cm2惯性矩I2x=1/12×50×23=33cm4InertialmomentI2x=1/12×50×23=33cm4惯性矩I2y=2/12×2×503=41666.6cm4InertialmomentI2y=2/12×2×503=41666.6cm4组合截面：Assembledsection:ΣA=2（A1+A2）=566cm2ΣIx=2（I1x+I2x）+50×2×2×25.52=153948+130050=283998cm4ΣIy=2（I1y+I2y）+2×A1×252=101353.9+228750=330103.9cm4ΣWx=ΣIx/26.5=10716.9cm3ΣWy=ΣIy/40=8252.59cm3i=（ΣI（x-x）/ΣA）1/2=22.4cmλx=ui/i=1×790/22.39=35.2cmФx-x=0.951（查《钢结构设计手册》P594页）(seeP594ofSteelStructureDesignManual)i=（ΣI（y-y）/ΣA）1/2=24.14cmλy=ui/i=1×790/24.14=32.7cmФy-y=0.9573）平衡梁外力计算CalculateoutsideforceforbalancebeamFyG/2600FxFxF计算简图如下seefollowingFyG/2600FxFxF图中G=610t，F=G/2/sin60º=358tFx=Fcos60º=179tFy=47.963tIndrawing,G=610t，F=G/2/sin60º=358tFx=Fcos60º=179tFy=47.963t设平衡梁为轴心受压杆件，按压弯构件计算：Ifbalancebeamisaxialbearingpole,calculateaselbowcomponent:σ=N/（ψ×A）+βmxMx-x/Wx×（1-0.8N/Nex）（式中inwhich：Nex=π2EA/λx2=3.142×2.06×106×566/35.22=9.28×106βmx=1；N=Fx=179000KgA=566cm2ψ=0.951Wx=10716.9cm3Mx-x=0.5m×Fy=0.5×47963=2398150Kg·cm）原式original=179000/0.951/566+2398150/10716.9（1-0.8×179000/9.28×106）=627.6Kg/cm2<[σ]材质materialQ235AσS=2300Kg/cm2[σ]=1400Kg/cm2强度满足要求Intensionmeetsrequirements8.4设备制造图：Drawingofequipments8.5设备基础施工图Constructiondrawingforequipmentbasic8.6设备及工艺管道平、立面布置图Planformandverticaldrawingforequipmentsandtechnicstube8.7给排水管道施工图Constructiondrawingforsupplyinganddraintube8.8埋地及架空电缆施工图（无）Constructiondrawingsforundergroundburyandspancables(no)8.9梯子平台等相关专业施工图（无）Relevantspecialconstructiondrawingforladderflatroofandsoon(no)8.10机具及用料Machineriesandmaterials序号RefNo名称Name规格及型号MeasureandModel单位Unit数量Quantity备注Remarks1履带吊PedrailCraneCC8800型1250吨台s1吊装SuspendingM250型250吨台s1吊装Suspending50吨台s2吊装Suspending2汽车吊VehicleCrane160吨台s1吊装Suspending130吨台s1吊装Suspending50吨台s1吊装Suspending3拖车Trailer60吨台s1运输Transfer30吨台s1运输Transfer4钢板Armorplate8000×1800×40块m20250吨垫道250tonplankroad5道木Crossite2500×200×160块m800支垫设备Underlayfacility6专用垫道板Specialplank7000×2200×400块p30CC8800自带7钢丝绳RopeofsteelwireФ60-6×37+1米m300吊装绳扣BuckleofsuspendingropeФ47-6×37+1米m200吊装绳扣BuckleofsuspendingropeФ37-6×37+1米m300吊装绳扣BuckleofsuspendingropeФ28-6×37+1米m200吊装绳扣BuckleofsuspendingropeФ21-6×37+1米m300吊装绳扣BuckleofsuspendingropeФ200-米m146吊装绳扣Buckleofsuspendingrope8吊装带SlingofSuspending20吨，10吨对p各3吊装Suspending5吨，3吨，2吨对p各4吊装Suspending9卡扣Blockbuckle150吨个o各2吊装Suspending100吨，80吨个o各4吊装Suspending50吨个o各4吊装Suspending30吨，20吨个o各8吊装Suspending10倒链Backchain10吨，5吨个o各8吊装Suspending3吨，2吨，1吨个o各10吊装Suspending11平衡梁Balancegirder套s1吊装Suspending12麻绳HempropeФ20mm,Ф14mm米m各400溜拉绳Controlsliderope13H型钢ModelHsteelH250~200米m1000支撑垛Spportingbuttress14石子Rubble立sm7398地基处理Disposalofgroundwork9。风险评估和对策Suspendingorganizationconstruct9.1风险评估Riskevaluation1）大型吊车吊装作业（主吊车）Suspendingworkfortheheavyfacilities(the序号RefNO.作业活动Workingactivities步骤分解Analyzationofprocess潜在危险PotentialHazards涉及人员WorkersatriskS值P值R值控制措施Controlmeasures剩余危害Remainderrisk1行走路线的地面处理disposalofgroundsurfaceforwalkingroute挖土机作业workingbyrooter挖土机作业范围内人员伤害Personnelinjuryintheareaforrooter区域内人员Personelinthearea212人员应在挖土机作业半径以外PersonnelshoulsbeoutofthesemidiameteroftherooterL2机械破除地面Machinerydestroythegroundsurface碎石崩起人员伤害Personnelinjurybytheleapingdetritus区域内人员Personnelinthearea111人员与机械保持距离KeepspacesbetweenpersonelandmachineryL3临边防护Boundaryprotection不完善或未设置警示标志，导致人员伤亡Deathleadbyimperfectornocautionsign区域内人员Personnslinthearea212现场监督检查，落实责任SuperviseandcheckonsitetocarryoutthedutyL4施工用电Electricityforconstruction用电设备漏电，造成人员触电Personnelgetelectricshockbecauseofcreepageofelectricequipment区域内人员Personnelinthearea212使用前的检查以及用电维护CheckbeforeusingandmaintainelectricequipmentL5厂内运输与装卸Transportandunloadinthefactory人员伤害或撞坏生产设施Injurypersonnelandcrackuptheestablishmentforworking区域内人员Personnelinthearea212厂内机动车管理MangementofvehivleinthefactoryL6深度开挖Excavatedeeply边坡坍塌造成人员伤害Injurypersonnelbycollapseofborderslope区域内人员Personnelinthearea212根据施工要求进行边坡支护SupporttheborderslopeinaccordancewithrequirementsoftheconstructionL7渣土回填Backfillclinker小伤害Slightinjury区域内人员Personnelinthearea111机械回填应远离机械，人工回填应注意个体保护BackfillbymachineryshouldbeawayfrommachinerywhilebackfillbymanpowernoticetheprotectionforPersonnel.L8路基板铺设Layingofroadbedplank铺设过程中的起重伤害Injurybyliftingintheprocessoflaying区域内人员Personnelinthearea111执行起重吊装作业的管理规定PerformthemanagementregulationsofsuspendingworkbycraneL9对路面沉降的观察Observesettlementoftheraod突发的不均匀沉降会造成恶性事故Suddenasymmetrysettlementwillleadtobadaccident区域内人员Personnelinthearea3131、路面处理后铺设路基板2、吊车空载情况下，反复压实路面，专人观察路面沉降情况，发现问题及时报告1Layroadbedplankafterdisposalofgroundsurface2Tampgoundrepeatedlybycraneinconditionofempty.Specialpersonobservestheconditionofsettlementofroadandreportimmediatelyifthereisanyproblem.L10吊装准备Preparationforsuspending吊装绳索具的准备Preparationforsuspendingcables人力搬运中的伤害Injuryinconveyingbymanpower区域内人员Personnelinthearea111执行人力搬运的作业要