1．組織管理體系：Organizationmanagementsystem1.1現(xiàn)場吊裝組織機(jī)構(gòu)Suspendingorganizationonsite 吊裝總指揮吊裝總指揮技術(shù)供應(yīng)質(zhì)量安全吊裝顧問組抬尾指揮主吊指揮起重班機(jī)械操作員測量人員其他工種設(shè)備鉚工班現(xiàn)場吊裝指揮SuspendingadvisorteamChiefcommanderofsuspendingTechnologysupplyfacilityqualitysafetySuspendingcommanderonsiteMainsuspendingcommanderliftingtrailcommanderLiftingteammachineoperatorothertypesworkerRivetworkerteammeasureworker1.2主要人員職責(zé)Dutiesforimportantpersonnel吊裝總指揮對(duì)大件設(shè)備吊裝工作的總體運(yùn)行進(jìn)行協(xié)調(diào)控制，提供資源保證，簽發(fā)吊裝令。Thesuspendingchiefcommandercorrespondandcontrolthewholesuspendingworkoftheheavyfacilities,alsosupplytheguaranteeofmaterialsandsignthecommandosuspending.吊裝現(xiàn)場指揮負(fù)責(zé)組織吊裝方案的實(shí)施。Suspendingcommanderonsitetakechargeoforganizingtopracticethesuspendingscheme.技術(shù)負(fù)責(zé)人負(fù)責(zé)編制吊裝方案，參加技術(shù)交底，參加技術(shù)攻關(guān)工作，參與風(fēng)險(xiǎn)評(píng)估和吊裝前的檢查確認(rèn)。Technologyprincipaltakechargeofwritingthesuspendingscheme,tellingthetechnologyintentions,attendingintacklingkeytechnologyproblemandriskevaluatingandaffirmingcheckingbeforesuspending.質(zhì)量負(fù)責(zé)人負(fù)責(zé)審查、確認(rèn)特殊作業(yè)人員上崗資格，參加到貨設(shè)備的檢查和驗(yàn)收，組織設(shè)備基礎(chǔ)驗(yàn)收、檢查確認(rèn)施工質(zhì)量。Qualitypricipalchargeinexaminationandaffirmthespecialworkermooountguardwithcertification,healsoattendincheckingandacceptthereceivedfacilities,organizetocheckandacceptthefacilitiesbasic,checkandaffirmtheconstructionquality.設(shè)備負(fù)責(zé)人負(fù)責(zé)對(duì)進(jìn)場施工設(shè)備的狀況進(jìn)行核實(shí)確認(rèn)。負(fù)責(zé)設(shè)備的日常維護(hù)管理，參與風(fēng)險(xiǎn)評(píng)估工作。Facilitypricipaltakechargeofvertifyandaffirmtheconditionsofconstructionfacilitiesonsite,dailymaintainingandmanagementoffacilitiesandattendingriskevaluating.安全負(fù)責(zé)人負(fù)責(zé)提出HSE實(shí)施計(jì)劃，監(jiān)督HSE管理的實(shí)施。SafetypricipaltakechargeofsupplyingHSEpracticeschemeandsupervisingHSEmanagementimplementation.供應(yīng)負(fù)責(zé)人根據(jù)工程需要及時(shí)保質(zhì)保量供應(yīng)器材，組織到貨設(shè)備驗(yàn)收。Supplypricipalpurveyequipmentswithqualityandquantityintimeaccordingtotheprojectrequirement,andorganizetocheckandacceptthereceivedfacilities.2．運(yùn)輸路線：（運(yùn)輸公司編制）Transportationroute:(workoutbytransportcompany)3．運(yùn)輸車輛的性能特點(diǎn)（運(yùn)輸公司編制）Functionsandfeaturesofvehicles(workoutbytransportcompany)4．卸車位置及方位Unloadingplacesandorientation4.1大型設(shè)備卸車、吊裝順序（詳見大型設(shè)備吊裝運(yùn)行計(jì)劃）Unloadingandsuspendingordersofheavyfacilities(seerunningplanofsuspendingheavyfacilities)4.2設(shè)備擺放所占的道路及時(shí)間：Roadandtimeoccupiedbyputtingthefacilities:1）10#路：擺放T-4001、T-4003安裝平臺(tái)、保溫、管線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吊車組車04年2月1日2月9日。NO8Road:install1250tcranefromFebruary1stto9,2004.4.3設(shè)備卸車配合及支撐Cooperatingandsupportingofunloadingfacilities4.3.1卸車Unloading●預(yù)搭設(shè)支撐垛;●Buildthesupportingbuttressinadvance;●油壓板車進(jìn)入指定位置；●Entertheoilpressureplankmachinetotheappointedplace;●在卸車支撐處擺好卸車用的鋼梁及鞍座；●Puttingtheunloadinggirderandbicyclesaddleintheunloadsupportingplace;●啟動(dòng)油壓板車升降千斤頂，將設(shè)備頂起；●Startuptheliftinganddropingjackofoilpressuretopeakupthefacilities;●將卸車用鋼梁及鞍座放置到支撐垛上；●Putunloadonthesupportingbuttressbythegirderandbicyclesaddle;●降下油壓板車，將設(shè)備落到卸車鞍座上；●Downtheoilpressureplankandletthefacilitiesontheunload’sbicyclesaddle;●退出油壓板車?！馝xitfromtheoilpressureplank.4.3.2支撐處理Supportingdisposal設(shè)備下由2個(gè)支撐點(diǎn)4個(gè)支撐垛受力，每個(gè)支撐垛應(yīng)滿足受力要求，支撐垛與地接觸面積為9平方米（每個(gè)支撐垛下面鋪設(shè)δ30~40mm鋼板，支撐垛由鋼結(jié)構(gòu)支架或道木垛組成）。Twosupportingpointsandfoursupportingbuttressunderthefacilitiestobeartheweight,eachbuttressshouldmeettherequirementsofbearing.Thecontactareabetweensupportingbuttressandgroundis5squaremeters(lay30~40mmarmorplateundereachbuttresscontainingofsteelstructureplankorcrosstiebuttress.)支撐示意圖Supportingsketchmap4.3.3卸車原則上采用以下方法：Unloadingadoptthefollowingmeasuresinprinciple:1）充分考慮設(shè)備進(jìn)入現(xiàn)場與其吊裝時(shí)間的邏輯關(guān)系，盡量使用CC8800直接從拖車上卸貨及吊裝。Considerthelogicalrelationshipofenteringonsiteandsuspendingtimeforfacilitiessufficiently,trybesttouseCC8800tounloadandsuspenddirectlyfromthetrailer.2）大型設(shè)備根據(jù)合同由運(yùn)輸方直接運(yùn)輸至現(xiàn)場指定位置。Accordingtothecontract,heavyfacilitiesshouldbedeliveriedbytransportsidedirectlytotheappointedplaces3）較小型設(shè)備直接運(yùn)輸至現(xiàn)場后，采用M250型250噸履帶吊直接卸車或吊裝。Use250tonpedrailcraneModel250todeliveryorsuspenddirectlyafterthesmallerfacilitiesbeingdeliveriedonsite.4）如果設(shè)備卸于臨時(shí)庫房，則根據(jù)設(shè)備重量、規(guī)格尺寸等條件采用KMK5160型160噸汽車吊單車或160噸汽車吊與TG-1300型130噸汽車吊雙車抬吊的方法將設(shè)備裝車，封車后運(yùn)輸至現(xiàn)場，采用160噸汽車吊單車或160噸汽車吊與130噸汽車吊雙車抬吊的方法卸車。Ifdeliverythefacilitiesinatemporarystoreroom,use160tonautosuspendingsinglevehicleModelKMK5160or160tonautosuspendingand130tonautosuspendingtwinvehiclesliftingtoinstallthevehicle,closethevehiclethendeliveryonsiteinaccordancewithconditionsoffcilities’weightandspecificationthenadoptthemeasuresofunloadingfacilitiesby160tonautosuspendingsinglevehicleor160tonautosuspendingand130tonautosuspendingtiwnvehicleslifting.5）說明:Narration設(shè)備支點(diǎn)用4個(gè)支撐垛支撐。每個(gè)支撐面積9平方米（每個(gè)支撐垛下面鋪設(shè)δ30~40mm鋼板）。Thefacilitiespivotsupportbythefoursupportingbuttress.Eachcansupporttheareaof5squaremeters(lay30~40mmstellplankundereachbuttress).支撐鞍座利用設(shè)備運(yùn)輸?shù)陌白sethedeliveryingbicyclesaddleofthefacilitiestosupportthesaddle.4.4設(shè)備擺放要求Requirementsforputtingthefacilities4.4.1T-4001●抬尾吊耳在正上面●Suspendingtrailholeinthemedianaboveplace●主吊耳在水平位置●Themainsuspendingholeinthehorizontalplace●主吊耳位置運(yùn)到基礎(chǔ)中心位置，方向按現(xiàn)場平面圖位置擺放。Themainsuspendingholecarriedtobasiccenterplaceandputdirectionastheichnographyplaceonsite.●主吊及抬尾吊耳位置、方位按提供給上海醫(yī)藥工業(yè)設(shè)計(jì)院的條件執(zhí)行。●AccordingtotheconditionssuppliedtoShanghaimedicamentindustryacademyofdesign,performtheplacesanddirectionsofmainsuspendingandtrailhole.4.4.2其它設(shè)備Otherfacilities抬尾吊耳在正上方Suspendingtrailholeinthemedianaboveplace按現(xiàn)場平面圖位置擺放Putastheichnographyplaceonsite方向按現(xiàn)場平面圖位置擺放。Putasthedirectionastheichnographyplaceonsite4.4.3大型設(shè)備擺放位置詳見附圖《大型設(shè)備吊裝平面圖》Seetheclosedformabouttheputtingplacesoftheheavyfaciilities序號(hào)RefNO設(shè)備位號(hào)NOofFacilities擺放要求備注Remarks塔頭朝向DirectionofTowerHead塔頭坐標(biāo)CooperateofTowerHead兩主吊耳方位OrientationsofthetwomainSuspendingHoles塔尾部吊耳方位OrientationofSuspendingHoleinTowerTrail1E-2001A塔頭朝東EastE3624N3442水平放置Horizent抬尾吊耳向上up2E-2001B塔頭朝東EastE3624N3423水平放置Horizent抬尾吊耳向上up3E-3004/3006/3007塔頭朝北NorthE3650N3350水平放置Horizent4R-3001塔頭朝西WestE3716N3314水平放置Horizent抬尾吊耳向上up5R-3002塔頭朝西WestE3710N3332水平放置Horizent抬尾吊耳向上up6T-2001塔頭朝東EastE3614N3423水平放置Horizent抬尾吊耳向上up塔體墊高1.4米1.4mhigherfortower7T-2003塔頭朝東EastE3631N3448水平放置Horizent抬尾吊耳向上up塔體墊高1.4米1.4mhigherfortower8T-4001塔頭朝西WestE3651N3448水平放置Horizent抬尾吊耳向上up塔體墊高1.4米1.4mhigherfortower9T-4003塔頭朝東EastE3642N3451水平放置Horizent抬尾吊耳向上up塔體墊高1.4米1.4mhigherfortower10E-4003A設(shè)備頭朝西NorthE3725N3342水平放置Horizent抬尾吊耳向上up11E-4003B設(shè)備頭朝西NorthE3725N3348水平放置Horizent抬尾吊耳向上up12E-4003C設(shè)備頭朝西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.吊車性能特點(diǎn)：Functionsandfeaturesofcrane5.1吊車分SSL、SVFL等6種工況，最大起重能力為1250t；SixconditionsforcraneofSSL,SVFLandsoon,themostliftingcapacilityis1250t5.2吊車長15米，寬12.5米，車高7.1米；Craneis15m(L),12.5m(W)and7.1m(H);5.3吊車的機(jī)動(dòng)性能好，可載重行走；Goodflexibilityofcrane,whichcanwalkwithloadingaswell;5.4吊裝能力優(yōu)越，超起配重600t，超起半徑最大25米。Excellentliftingofsuperlifting600tandthemostsemidiameteris25meter.6．吊車組裝位置和移動(dòng)位置以及各吊裝作業(yè)位置：CoordinateoftheCC8800pedrailsuspendingstation車位序號(hào)CraneStationNo.E坐標(biāo)CooperateEN坐標(biāo)CooperateN所吊設(shè)備位號(hào)LiftedequipmentNo.1#3694.53433T-4003T-40012#36443432T-2001T-2003E-2001A/B3#36703351R-3001R-3002E-3004/3006/3007E-4003A/B/CE-3009A/B7.吊車站位及移動(dòng)對(duì)場地的要求：Requirementsforliftingsitebycranestandingpositionandmoving:7.1影響吊車占車及行走的設(shè)備基礎(chǔ)及施工時(shí)間要求:Requirementsforfacilitiesbasicandconstructiontimeofinfluencingcranebybeingoccupiedandmoved:1）吊車站位1:裝置北界區(qū)外管廊、P-4013A/B/C、P-4016；基礎(chǔ)03年11月24日后施工。Cranestation1:outerpipeporchofinstallationNorthboundaryP-4013A/B/C.P-4016;ConstructthebasicfromNovember24,2003.2）吊車行走：D-6005、P-6011、P-6004andP-6006；基礎(chǔ)03年11月24日后施工。Cranemoving:D-6005,P-6011,P-6004andP-6006;ConstructthebasicfromNovember24,2003.3）吊車站位3：Z-6008、X-6010、P-6015、P-6016A/B；基礎(chǔ)04年2月20日后施工。Cranestation3:Z-6008,X-6010,P-6015andP-6-16A/B;ConstructthebasicfromFebruary20,2004.4）吊車站位影響的地下管道在吊車退場后開始施工。北區(qū)：03年11月24日開始，南區(qū)：04年2月20日開始。Theundergroundpipelineinfluencedbythecranestationwillconstructafterexitofcrane,theNorth:November24,2003;theSouth:7.2吊車承載地基處理設(shè)計(jì)計(jì)算：（3公司負(fù)責(zé)）Designcalculationofloadingbasictreatment:(No.3companyinduty)7.2.1地基處理（由3公司提出）Groudworkdisposal8．吊裝計(jì)算及依據(jù)：Calculationbasicforlifting8.1編制說明Explanationforcompiling8.1.1適用范圍Applicablescope本方案適用于上海賽科石油化工有限責(zé)任公司50萬噸/年乙苯/苯乙烯裝置大型設(shè)備的吊裝，涉及到重量在100t以上的設(shè)備共計(jì)17臺(tái)。Thisschemeisapplicabletosuspendingheavyfacilities,whichinvolved17setsover100toneach,withinstallationof500,000t/yforEthylbeneze&StyreneofShanghaiSECCO-petroCompanyLimited.8.1.2編制依據(jù)Compilingreferences1）國家（行業(yè)）有關(guān)標(biāo)準(zhǔn)、規(guī)范；Therelativestandardsandregulationsofnation(trade);——《大型設(shè)備吊裝工程施工工藝標(biāo)準(zhǔn)》SHJ515-90；TechnicsStandardsforConstructionofSuspendingandinstallingheavyfacilities,SHJ515-90——《石油化工施工安全技術(shù)規(guī)程》SH3505-1999；SafetytechnologyregulationsforconstructionofPetro-chemichal,SH3505-1999；——《建筑地基基礎(chǔ)規(guī)范選編》中國建筑工業(yè)出版社1993年版；Chaptersfromarchitecturegroundworkbasicregulations,Chinaarchitectureindustrypublishingcompany,1993edition——《起重工操作規(guī)程》SYB4112-80；Operationregulationsforcraneman,SYB4112-80；2）SECCOIPMT提供的設(shè)備規(guī)格表（4月23日）及相關(guān)圖紙，詳見設(shè)備表；SpecificationformandrelateddrawingsoffacilitiessuppliedbySECCOIPMT(April,23),seeequipmentstablefordetails；3）上海項(xiàng)目工程部提供的50萬噸/年乙苯/苯乙烯裝置安裝工程施工投標(biāo)文件；Tenderdocuments,constructionof500,000t/yinstallationforEthylbeneze&StyrenePlant,supplybyShanghaiProjectEngineeringDepartment;4）上海項(xiàng)目工程部提供的圖號(hào)為A110870-00010-J的裝置平面布置圖；IchnographyA110870-00010-JofinstallationsuppliedbyShanghaiProjectEngineeringDepartment;5）DEMAGCC8800型1250噸履帶式吊車性能表。Capabilityformof1250tonpedrailcraneModelDEMAGCC8800.8.2總體吊裝方案Wholelsuspendingscheme8.2.1工程概況Projectgeneral1）場地條件Siteconditions上海賽科50萬噸/年乙苯/苯乙烯裝置屬于新建項(xiàng)目，整個(gè)裝置作業(yè)面開闊。裝置界區(qū)達(dá)180米×120米，因此場地環(huán)境較好，有利于進(jìn)行大型設(shè)備的吊裝作業(yè)。另外裝置內(nèi)道路按照設(shè)備進(jìn)廠、DEMAGCC8800型1250噸履帶式吊車行走及吊裝對(duì)地面承載力的要求進(jìn)行施工。ShanghaiSECCO500,000t/yEthylbeneze&StyrenePlantisapartofnewprojects,thewholeinstallationsiteiswideanditsboundaryis180m*120m,sotheenvironmentisbetterforsuspendingheavyfacilities.Otherwise,roadsinsideinstallationsiteconstructionisinaccordancewithfacilitiesenteringfactory,1250tonpedrailModelDEMAGCC8800movingrouteandrequirementsofgroundbearingforsuspending.2）工程特點(diǎn)Projectcharacteristics上海賽科50萬噸/年乙苯/苯乙烯裝置吊裝工程大型設(shè)備較多，分布面廣。其中100噸以上的設(shè)備17臺(tái)：最大吊裝重量的設(shè)備為乙苯蒸汽過熱器/中間壓力沸熱換熱器/低壓沸熱換熱器（35—E—3004/3006/3007），重量達(dá)679噸吊裝總負(fù)荷740噸；最高設(shè)備為EB/SM分離器（35-T-4001）高度為80.8米，為本次設(shè)備吊裝的重中之重。SuspendingprojectofShanghaiSECCO500,000t/yEthylbeneze&StyrenePlanthasmanyheavyfacilitiesdistributedinawildarea.17setsofthesearemorethan100ton:theweighestsuspendingfacilityisEthylbenezesteamheatfilter/middlepressureboilingexchanger/lowerpressureboilingexchanger(35-E-3004/3006/3007),whichisabout679tonandsuspendingbearingof740ton;Thehighestfacility,alsotheheaviestinallfacilities,isEB/SMseparator.(35-T-4001)about80.8meter3）大型設(shè)備一覽表Formofheavyfacilities序號(hào)RefNO設(shè)備位號(hào)Facilitynumber設(shè)備名稱Name設(shè)備規(guī)格(mm)Standard設(shè)備重量

（Kg）Weight備注Remark1D-3001乙苯/蒸汽分離罐SteamseparatetankforEthylbeneze70001260010800024/4/2003SSEC設(shè)備表SSECfaxilityformofApri2E-2001A/B苯塔再沸器Benzenetowerreboiler8800024/4/2003SSEC設(shè)備表SSECfacilityformofApril,24,3E-3004/3006/3007乙苯蒸汽過熱器/中間壓力沸熱換熱器/低壓沸熱換熱器Ethylbenezesteamheatfilterfor/middlepressureboilingexchanger/lowerpressureboilingexchanger550035000679000DrawingNo:20389734E-4009苯乙烯塔冷凝器Styrenetowercondensator10724024/4/2003SSEC設(shè)備表SSECfacilityformofApril,5R-1001烴化反應(yīng)器Alkylationreactor2600256357590002329-00-907-11A6R-3001第一脫氫反應(yīng)器Thefirstdehydrogenreator520029973268000DrawingNo:571A-22-017R-3002第二脫氫反應(yīng)器Theseconddehydrongenreactor590035315500000DrawingNo:571B-22-018T-2001苯塔Benzenetower45004146514000002329-00-907-01A9T-2003乙苯塔Ethybenezetower30004480071530施工圖EQ30-0093M10T-4001EB/SM分離器EB/SMseparator760080780560100施工圖EQ30-009811T-4003苯乙烯塔Styrenetower480038480104410施工圖EQ30-0100M12E-4003A/B/CEB/SM冷凝器EB/SMsplittercondenser360011641146700DrawingNo:203896913E-3009A/B冷卻器TRIMCOOLER270014194123800DrawingNo:20389958.2.2總體方案概述Generalofwholescheme1）對(duì)于苯乙烯裝置的設(shè)備吊裝特點(diǎn)來說，采用機(jī)動(dòng)性好的吊裝機(jī)具能適用于重型設(shè)備多而分布較廣的特點(diǎn)。同時(shí)為使吊裝工期盡量縮短，國內(nèi)最大起重能力的1250噸履帶式起重機(jī)的引進(jìn)，給我們用于上海賽科苯乙烯裝置大型設(shè)備吊裝的機(jī)具注入了新的內(nèi)容。ForchatacteristicsofStyrenefacilitysuspending,usinggoodflexibilitysuspendingmachinerycanapplytofacilities’characteristicsofquantityanddistributeingwildly.Meanwhile,toshortentheworkingtime,1250tonpedrailcraneofthebiggestliftingabilityintroducedinChinainjectnewcontenttoheavyfacilities’suspendingmachineryofShanghaiSECCOStyrenePlant.2）經(jīng)現(xiàn)場勘察和反復(fù)論證，兼顧了技術(shù)上的先進(jìn)性，安全上的可靠性和經(jīng)濟(jì)上的合理性，在賽科苯乙烯裝置大型設(shè)備的吊裝工程中，我們決定采用大型移動(dòng)式起重機(jī)作為主吊機(jī)具的總體方案，即DEMAGCC8800型1250噸履帶式起重機(jī)主吊，M250型250噸履帶起重機(jī)抬尾配合。Accordingtothereconnaissanceonsiteanddemonstrationrepeatedly,wepaidattentiontoadvancedtechnology,dependablesafetyandrationaleconomy,anddecidedtoadoptthewholeshcemeofheavyjennyasthemainsuspendingmachinery,inwhich1250tonpedrailcraneDEMAGCC8800isthemainsuspendingmachineryand250tonpedrailcraneModel250cooperatewithliftingthetrail.3）根據(jù)合同，所有大型設(shè)備應(yīng)運(yùn)抵FCC指定的吊裝位置、方向、角度及高度卸車，并且直接利用設(shè)備出廠裝車原支撐鞍座位置進(jìn)行支墊。Accordingtothecontract,allheavyfacilitiesshouldbedeliveriedandunloadedtoappointedsuspendingplace,direction,angleandheightbyFCC,andunderlaydirectlyfacilitiesintheoriginalsupportingsaddlepointsasthefacilityleavingfactory.4）所有塔類設(shè)備盡量在地面完成附件安裝（包括附塔管道、梯子、平臺(tái)、絕熱防腐）然后吊裝，吊耳以上部分妨礙吊裝繩索及設(shè)備擺放支撐處的附件在塔吊裝后施工。Allthetowerfacilitiestrythebesttoinstallaccessoriesontheground（includingattachedtowerpipeline,ladder,platform,adiabatandantisepsis）beforesuspending.Thepartshigherthansuspendinghole,whereaccessoriesobstructsuspendinglinesandplacestoputsuppotingfacilities,shouldconstructaftersuspendingtower.5）T-4001塔頂部大口徑管道因吊車的有效吊裝高度所限，不能隨塔吊裝，在其吊裝后，再用CC8800吊裝此管線。T-4001bigcaliberpipelineislimitedinheightbecauseofitsavailablesuspendingheightandcouldnotsuspendwiththetowerfreely.Aftersuspendingit,useCC8800toinstallthispipecable.8.3大型設(shè)備吊裝施工工藝Constructiontechncisofsuspendingandinstallationofheavyfacilities8.3.1設(shè)備參數(shù)表Parameterformoffacilities序號(hào)RefNo..位號(hào)No.名稱Name規(guī)格（mm）Stardard設(shè)備吊裝重量明細(xì)（t）Detailsofsuspendingweight本體Noumenon平臺(tái)Platform絕熱Heatinsulation配管Attachedpipe吊裝重量Weight1D-3001乙苯/蒸汽分離罐Ethylbeneze/steamseparatetank7000126001080005521202E-2001A/B苯塔再沸器ReboilerofBenezetower880001410101223E-3004/3006/3007乙苯蒸汽過熱器/中間壓力沸熱換熱器/低壓沸熱換熱器Ethylbenezesteamseparater/middlepressureboilingchanger/lowerboilingchanger5500350006790006794E-4009苯乙烯塔冷凝器Styrenetowercondesator1072401075R-1001烴化反應(yīng)器Alkylationreactor2600256357590010971026R-3001第一脫氫反應(yīng)器Thefirstdehydrogenreator5200299732680002687R-3002第二脫氫反應(yīng)器Theseconddehydrongenreactor5900353155000005008T-2001苯塔Benzenetower4500414651400002325302189T-2003乙苯塔Ethybenezetower3000448007153014161611810T-4001EB/SM分離器EB/SMseparator76008078056010023141060511T-4003苯乙烯塔Styrenetower48003848010515202016012E-4003A/B/CEB/SM冷凝器EB/SMsplittercondenser36001164114670014670013E-3009A/B冷卻器TRIMCOOLER270014194123800123800注：1)上表中設(shè)備的殼體重量依據(jù)詳見2.1節(jié)中3）《大型設(shè)備一覽表》。Remarks:seeFormofheavyfacilitiesinSection2.1,item3)aboutshellweightreferenceoffacilitiesintheaboveform..2)設(shè)備平臺(tái)、保溫、管線重量無圖，為原標(biāo)書中的估計(jì)值。Nodrawingsforflatroofofequipments,warmproofandpipelines,hereareapproximatenumbers.3)T-4001、T-4003、T-2001、T-2003的平臺(tái)重量見醫(yī)藥工業(yè)設(shè)計(jì)院6月23日的函件WeightoftheflatroofofT-4001、T-4003、T-2001、T-2003,seeducomentdatedJune23ofShanghaiPharmacalIndustryDesignInstitute8.3.2吊車工況選擇及主要性能指標(biāo)choiceofcraneworkingconditionsandthemaincapabilitiesguideline序號(hào)RefNO設(shè)備位號(hào)NOoffacilities吊裝重量（t）Suspendingweight主吊車MainCrane抬尾吊車Liftingtrailcrane車型/超起配重Model/bearingwieght工況Condition桿長Length(m)作業(yè)半徑(m)Semidiameter額定起重能力(t)Testabilityofsuspending車型Model桿長(m)Lenght作業(yè)半徑(m)Semidiameter額定起重能力(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：上表中吊車載荷為設(shè)備的吊裝重量+鉤重+平衡梁的重量+繩索的重（詳見吊裝立面圖）Remarks:theloadingofcraneinaboveformisthesummationofsuspendingweight,hookweight,balancegirderandcableweights.(seeverticaldrawingfordetails)8.3.3吊耳形式及吊索具使用一覽表Formofusingslingmachinery抬抬繩扣ropebuckle使用方式UsingmeasureD-3001120φ60.52彎4股×1對(duì)40190E-2001A/B12261無圖80T×2φ60.52彎4股×1對(duì)4019035T×2φ60.52彎4股×1根30190E-3004/3006/3007679φ2002×400t×36.5m73800E-4009107φ522彎4股×1對(duì)30140R-100110251板式80T×2φ60.52彎4股×1對(duì)3019035T×2φ60.51彎2股×1根1195R-3001268134管式φ60.53彎6股×1對(duì)7029080T×2φ2001×400t×4.5m9400R-3002500管式φ2002×400t×36.5m73800φ2001×400t×4.5m9400T-2001218109管式φ60.53彎6股×1對(duì)4029080T×2φ2001×400t×4.5m9400T-200311853板式80T×2φ60.52彎4股×1對(duì)3019035T×2φ60.51彎2股×1根1195T-4001560152管式φ2002×400t×36.5m73800100T×2φ2001×400t×4.5m9400T-400316075板式100T×2φ60.52彎4股×1對(duì)4019055T×2φ60.51彎2股×1根1195E-4003A/B/C14774管式φ60.52彎4股×1對(duì)4019055T×2φ60.52彎4股×1根11190E-3009A/B124φ60.52彎4股×1對(duì)40190注：1）無圖的設(shè)備重心按設(shè)備長度的中心考慮2）φ60.5mm的破斷拉力取190t，每兩股繩取1.5，安全系數(shù)取6倍。Remarks:1)considebarycentersoftheseequipmenswithoutdrawingsasleightcenter2)φ60.5mmbrokenpulladopt190tandhave1.5fortworopes,andthesafetyfactoradoptssixtimes.8.3.4T-4001吊耳的形式、位置、強(qiáng)度校核：Checkform,positionandintensionoflugsforT-4001:a）吊耳的形式：管軸式Formoflug:tubeaxialb）吊耳的位置：從頂封頭管嘴法蘭下返26米Positionoflug:returndown26mfromtopcovertubeflangeФ1100×38mm300mm420mm250mmFc）強(qiáng)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吊耳管的材質(zhì)為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根據(jù)第四強(qiáng)度理論：σ'=（σ2+3τ2）1/2=494Kg/cm2〈[б]=2133Kg/cm2Accordigntothefourthintensiontheory:σ'=（σ2+3τ2）1/2=873.8Kg/cm2〈[б]=2133Kg/cm2∴吊耳強(qiáng)度有保障。Solughasintesionprotection.8.3.5平衡梁選用及校核：Choiceandadjustofbalancegirdera）平衡梁使用對(duì)照表Comparingformofchoiceofbalancegirder設(shè)備位號(hào)No設(shè)備直徑（m）diameter設(shè)備吊裝重量（t）liftingweight選用平衡梁長度（m）balancegirderleight備注(中間加短節(jié))remarksD-30017.0120E-2001A/B122E-3004/3006/30075.5679E-4009107R-10012.6102R-30015.22685.9專用平衡梁specialbalancegirderR-30025.95006.9專用平衡梁specialbalancegirderT-20014.52184.9專用平衡梁specialbalancegirderT-20033.0118T-40017.66057.9專用平衡梁specialbalancegirderT-40034.8160E-4003A/B/C3.61473.9專用平衡梁specialbalancegirderE-3009A/B2.7124注：空白處的設(shè)備吊裝不使用平衡梁Remark:thefaciltitesinblankdonotusebalancegirdertosuspendB）平衡梁的校核：Adjustbalancebeam設(shè)計(jì)條件Designcondition————吊裝載荷610tLiftingload610t————平衡梁長度7900mmLengthofthebeam7900mm●平衡梁受壓桿件結(jié)構(gòu)部分受力計(jì)算Calculatepartbearingofbearingpolestructureofbalancebeam截面Π：鋼板500×20mmSectionII:steelplate500×20mm截面Ι：H490×300×20×14mmSectionI:H490×300截面Π：鋼板500×20mmSectionII:steelplate500×20mm截面Ι：H490×300×20×14mmSectionI:H490×300×20×14mmXY500mmX2）平衡梁組合截面幾何性質(zhì)計(jì)算Calculategeometricalcharacteristicsofassembledsectionforbalancebeam截面I：SectionI面積A1=30×2×2+45×1.4=183cm2AreaA1=30×2×2+45×1.4=183cm2慣性矩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慣性矩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面積A2=50×2=100cm2AreaA2=50×2=100cm2慣性矩I2x=1/12×50×23=33cm4InertialmomentI2x=1/12×50×23=33cm4慣性矩I2y=2/12×2×503=41666.6cm4InertialmomentI2y=2/12×2×503=41666.6cm4組合截面：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《鋼結(jié)構(gòu)設(shè)計(jì)手冊(cè)》P594頁）(seeP594ofSteelStructureDesignManual)i=（ΣI（y-y）/ΣA）1/2=24.14cmλy=ui/i=1×790/24.14=32.7cmФy-y=0.9573）平衡梁外力計(jì)算CalculateoutsideforceforbalancebeamFyG/2600FxFxF計(jì)算簡圖如下seefollowingFyG/2600FxFxF圖中G=610t，F(xiàn)=G/2/sin60o=358tFx=Fcos60o=179tFy=47.963tIndrawing,G=610t，F(xiàn)=G/2/sin60o=358tFx=Fcos60o=179tFy=47.963t設(shè)平衡梁為軸心受壓桿件，按壓彎構(gòu)件計(jì)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]材質(zhì)materialQ235AσS=2300Kg/cm2[σ]=1400Kg/cm2強(qiáng)度滿足要求Intensionmeetsrequirements8.4設(shè)備制造圖：Drawingofequipments8.5設(shè)備基礎(chǔ)施工圖Constructiondrawingforequipmentbasic8.6設(shè)備及工藝管道平、立面布置圖Planformandverticaldrawingforequipmentsandtechnicstube8.7給排水管道施工圖Constructiondrawingforsupplyinganddraintube8.8埋地及架空電纜施工圖（無）Constructiondrawingsforundergroundburyandspancables(no)8.9梯子平臺(tái)等相關(guān)專業(yè)施工圖（無）Relevantspecialconstructiondrawingforladderflatroofandsoon(no)8.10機(jī)具及用料Machineriesandmaterials序號(hào)RefNo名稱Name規(guī)格及型號(hào)MeasureandModel單位Unit數(shù)量Quantity備注Remarks1履帶吊PedrailCraneCC8800型1250噸臺(tái)s1吊裝SuspendingM250型250噸臺(tái)s1吊裝Suspending50噸臺(tái)s2吊裝Suspending2汽車吊VehicleCrane160噸臺(tái)s1吊裝Suspending130噸臺(tái)s1吊裝Suspending50噸臺(tái)s1吊裝Suspending3拖車Trailer60噸臺(tái)s1運(yùn)輸Transfer30噸臺(tái)s1運(yùn)輸Transfer4鋼板Armorplate8000×1800×40塊m20250噸墊道250tonplankroad5道木Crossite2500×200×160塊m800支墊設(shè)備Underlayfacility6專用墊道板Specialplank7000×2200×400塊p30CC8800自帶7鋼絲繩RopeofsteelwireФ60-6×37+1米m300吊裝繩扣BuckleofsuspendingropeФ47-6×37+1米m200吊裝繩扣BuckleofsuspendingropeФ37-6×37+1米m300吊裝繩扣BuckleofsuspendingropeФ28-6×37+1米m200吊裝繩扣BuckleofsuspendingropeФ21-6×37+1米m300吊裝繩扣BuckleofsuspendingropeФ200-米m146吊裝繩扣Buckleofsuspendingrope8吊裝帶SlingofSuspending20噸，10噸對(duì)p各3吊裝Suspending5噸，3噸，2噸對(duì)p各4吊裝Suspending9卡扣Blockbuckle150噸個(gè)o各2吊裝Suspending100噸，80噸個(gè)o各4吊裝Suspending50噸個(gè)o各4吊裝Suspending30噸，20噸個(gè)o各8吊裝Suspending10倒鏈Backchain10噸，5噸個(gè)o各8吊裝Suspending3噸，2噸，1噸個(gè)o各10吊裝Suspending11平衡梁Balancegirder套s1吊裝Suspending12麻繩HempropeФ20mm,Ф14mm米m各400溜拉繩Controlsliderope13H型鋼ModelHsteelH250~200米m1000支撐垛Spportingbuttress14石子Rubble立sm7398地基處理Disposalofgroundwork9。風(fēng)險(xiǎn)評(píng)估和對(duì)策Suspendingorganizationconstruct9.1風(fēng)險(xiǎn)評(píng)估Riskevaluation1）大型吊車吊裝作業(yè)（主吊車）Suspendingworkfortheheavyfacilities(the序號(hào)RefNO.作業(yè)活動(dòng)Workingactivities步驟分解Analyzationofprocess潛在危險(xiǎn)PotentialHazards涉及人員WorkersatriskS值P值R值控制措施Controlmeasures剩余危害Remainderrisk1行走路線的地面處理disposalofgroundsurfaceforwalkingroute挖土機(jī)作業(yè)workingbyrooter挖土機(jī)作業(yè)范圍內(nèi)人員傷害Personnelinjuryintheareaforrooter區(qū)域內(nèi)人員Personelinthearea212人員應(yīng)在挖土機(jī)作業(yè)半徑以外PersonnelshoulsbeoutofthesemidiameteroftherooterL2機(jī)械破除地面Machinerydestroythegroundsurface碎石崩起人員傷害Personnelinjurybytheleapingdetritus區(qū)域內(nèi)人員Personnelinthearea111人員與機(jī)械保持距離KeepspacesbetweenpersonelandmachineryL3臨邊防護(hù)Boundaryprotection不完善或未設(shè)置警示標(biāo)志，導(dǎo)致人員傷亡Deathleadbyimperfectornocautionsign區(qū)域內(nèi)人員Personnslinthearea212現(xiàn)場監(jiān)督檢查，落實(shí)責(zé)任SuperviseandcheckonsitetocarryoutthedutyL4施工用電Electricityforconstruction用電設(shè)備漏電，造成人員觸電Personnelgetelectricshockbecauseofcreepageofelectricequipment區(qū)域內(nèi)人員Personnelinthearea212使用前的檢查以及用電維護(hù)CheckbeforeusingandmaintainelectricequipmentL5廠內(nèi)運(yùn)輸與裝卸Transportandunloadinthefactory人員傷害或撞壞生產(chǎn)設(shè)施Injurypersonnelandcrackuptheestablishmentforworking區(qū)域內(nèi)人員Personnelinthearea212廠內(nèi)機(jī)動(dòng)車管理MangementofvehivleinthefactoryL6深度開挖Excavatedeeply邊坡坍塌造成人員傷害Injurypersonnelbycollapseofborderslope區(qū)域內(nèi)人員Personnelinthearea212根據(jù)施工要求進(jìn)行邊坡支護(hù)SupporttheborderslopeinaccordancewithrequirementsoftheconstructionL7渣土回填Backfillclinker小傷害Slightinjury區(qū)域內(nèi)人員Personnelinthearea111機(jī)械回填應(yīng)遠(yuǎn)離機(jī)械，人工回填應(yīng)注意個(gè)體保護(hù)BackfillbymachineryshouldbeawayfrommachinerywhilebackfillbymanpowernoticetheprotectionforPersonnel.L8路基板鋪設(shè)Layingofroadbedplank鋪設(shè)過程中的起重傷害Injurybyliftingintheprocessoflaying區(qū)域內(nèi)人員Personnelinthearea111執(zhí)行起重吊裝作業(yè)的管理規(guī)定PerformthemanagementregulationsofsuspendingworkbycraneL9對(duì)路面沉降的觀察Observesettlementoftheraod突發(fā)的不均勻沉降會(huì)造成惡性事故Suddenasymmetrysettlementwillleadtobadaccident區(qū)域內(nèi)人員Personnelinthearea3131、路面處理后鋪設(shè)路基板2、吊車空載情況下，反復(fù)壓實(shí)路面，專人觀察路面沉降情況，發(fā)現(xiàn)問題及時(shí)報(bào)告1Layroadbedplankafterdisposalofgroundsurface2Tampgoundrepeatedlybycraneinconditionofempty.Specialpersonobservestheconditionofsettlementofroadandreportimmediatelyifthereisanyproblem.L10吊裝準(zhǔn)備Preparationforsuspending吊裝繩索具的準(zhǔn)備Preparationforsuspendingcables人力搬運(yùn)中的傷害Injuryinconveyingbymanpower區(qū)域內(nèi)人員Personnelinthearea111執(zhí)行人力搬運(yùn)的作業(yè)要