框架結(jié)構(gòu)工業(yè)廠房工程鋼結(jié)構(gòu)安裝施工方案中英文對(duì)照

INSTALLATIONMETHODFORWAREHOUSESTEELSTRUCTURE倉(cāng)庫(kù)鋼結(jié)構(gòu)安裝方案ProjectNo. :項(xiàng)目編號(hào):ProjectName:項(xiàng)目名稱:Owner :業(yè)主:Site :位置:目錄CATALOGUEDTOC\o"1-1"\h\z\uHYPERLINK\l"_Toc360784886"1.編制說(shuō)明Compilationintroduction3HYPERLINK\l"_Toc360784887"2.編制依據(jù)Compilationbasis3HYPERLINK\l"_Toc360784888"3.工程概況ProjectPROFILE5HYPERLINK\l"_Toc360784889"4.施工準(zhǔn)備preliminaryworkforconstruction10HYPERLINK\l"_Toc360784890"5.主要安裝程序和方法maininstallationproceduresandmethods15HYPERLINK\l"_Toc360784891"6.施工技術(shù)組織措施計(jì)劃organizationmeasuresforConstructiontechnology35HYPERLINK\l"_Toc360784892"7.資源需求計(jì)劃ResourceSdemandingplan38HYPERLINK\l"_Toc360784893"8.工程進(jìn)度管理及保證措施ConstructionProgressManagement&GuaranteedMeasures41HYPERLINK\l"_Toc360784894"9.質(zhì)量管理體系QMSQualityManagementSystem44HYPERLINK\l"_10._安全/環(huán)境技術(shù)保證措施_Guarantee"10.安全/環(huán)境技術(shù)保證措施technicalprecautionsforsafety&Environment471.編制說(shuō)明Compilationintroduction本安裝方案適用于1420倉(cāng)庫(kù)鋼結(jié)構(gòu)的現(xiàn)場(chǎng)安裝。包括安裝的流程、安裝方法及措施、精度要求等。Thisinstallationmethodisusedforfieldinstallationofsteelstructurefor1420Warehouse.Anditincludesprocedure、method、measuresandaccuracyrequirementsofinstallation.2.編制依據(jù)Compilationbasis相關(guān)設(shè)計(jì)圖紙；本企業(yè)技術(shù)專長(zhǎng)、設(shè)備及資源配置能力；相關(guān)現(xiàn)行國(guó)標(biāo)和行業(yè)標(biāo)準(zhǔn)1）《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)2）《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》(GB50017-2003)3）《門(mén)式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范》(CECS102-2002)4）《壓型金屬板設(shè)計(jì)施工規(guī)程》(YBJ216-88)5）《冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB50018-2002)6）《建筑鋼結(jié)構(gòu)焊接技術(shù)規(guī)程》(JGJ81-2002)7）《鋼結(jié)構(gòu)高強(qiáng)螺栓連接的設(shè)計(jì),施工及驗(yàn)收規(guī)程》(JGJ82-2011)8）《鋼結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》(GB50205-2001)9）《熱軋H型鋼和部分T型鋼》(GB/T11263-2010)10）《碳鋼焊條》(GB/T5117)11）《氣體保護(hù)焊用鋼絲》(GB/T14958)12）《六角頭螺栓--C級(jí)》(GB5780)13）《建筑設(shè)計(jì)防火規(guī)范》GB50016-2006Relateddesigndrawings;Theenterprisetechnicalexpertise,equipment,andtheallocationofresourcesability;Relatedcurrentnationalstandardandindustrystandard1)Loadcodeforthedesignofbuildingstructures(GB50009-2012)2)Codefordesignofsteelstructure(GB50017-2003)3)Technicalspecificationforsteelstructureoflight-weightbuildingwithgabledframes(CECS102-2002)4)Designandconstructioncodeforpressingsheetmetal(YBJ216-88)5)Technicalcodeofcold-formedthin-wallsteelstructures(GB50018-2002)6)Technicalspecificationforweldingofsteelstructureofbuilding(JGJ81-2002)7)Design,constructionandacceptancecodeofsteelstructurehighstrengthboltconnection(JGJ82-2011)8)Codeforacceptanceofconstructionqualityofsteelstructures(GB50205-2001)9)Hot-rolledH-shapesteelandpartofT-shapesteel(GB/T11263-2010)10)Carbonsteelelectrode(GB/T5117)11)Gasshieldedweldingwire(GB/T14958)12)Hexagonheadbolts--ProductgradeC(GB5780)13)CodeofdesignonbuildingfireprotectionandpreventionGB50016-20063.工程概況Projectprofile1.1工程概況Generalprofile工程名稱：NingboSK三元乙丙橡膠項(xiàng)目Projectname：SK·NingboEPDMProject建設(shè)單位：Constructionunit：總承包單位：Generalcontractor：項(xiàng)目地址：Projectsite：1.21420倉(cāng)庫(kù)概況Generalprofilefor1420Warehouse倉(cāng)庫(kù)為單層廠房結(jié)構(gòu)，倉(cāng)庫(kù)外形尺寸72mx93.5m，橫向共4跨，跨距18m，縱向14跨，跨距5.5m和7m，屋頂標(biāo)高為11.9m，倉(cāng)庫(kù)示意圖如下：TheWarehouseisakindofsingleplantstructureanddimensionis72mx93.5m，inhorizontalhave4span,eachspanhavea18mspace.Whileinlongitudinalhave14span,thespacebetweentwospanare5.5mand7m,roofelevationis11.9m，theschematicfigureisasfollows:1.31420倉(cāng)庫(kù)鋼結(jié)構(gòu)材料和截面概況Structuralsteelmaterialandsectionprofileof1420warehouse本工程構(gòu)件截面均為成品型鋼，材質(zhì)均為Q235B，主要截面形式如下所示：Themembersectionofthisprojectisfinishedsteel,thematerialqualityisQ235B,andthemainsectionformisshowingasfollows:編號(hào)NO.構(gòu)件類型type主要構(gòu)件規(guī)格（mmm）及示意圖圖Maincompponenttspeccificaationss(mm))&skettches材質(zhì)materiial1H型鋼構(gòu)件H-shhape熱軋H型鋼Hot-rollledH--steellH588x3000x12x220，H488xx300x111x18，H300xx300x110x15H294x2000x8x122，H440xx300x111x18,,H400xx200x88x13H390x3000x10x116,H3550x1755x7x111…H175xx175x77.5x111Q235B2鋼管構(gòu)件pipee熱軋無(wú)縫鋼管Hoot-rollledsseamleessstteelttubeφ152x5.0，φ121x44.5,φ32x2..5Q235B3T型鋼T-shape熱軋T型鋼hot-rollledT--steellT97x150xx6x9,TT150x1150x6..5x9,T147x2000x8x122Q235B4角鋼槽鋼、C型鋼鋼構(gòu)件angleesteeel,channelsteell,C-shhape角鋼、槽鋼、C型型鋼angleesteeel,U--steell,C-ssteel[200x75xx9x11，[80x443x5x88Q235B1.4施工重點(diǎn)、難點(diǎn)分析及對(duì)策Constructionkeypoints,difficultyanalysisandcountermeasures1、本項(xiàng)目鋼結(jié)構(gòu)構(gòu)件數(shù)量龐大，現(xiàn)場(chǎng)安裝容易出錯(cuò)，施工組織與協(xié)調(diào)是本工程重點(diǎn)。Thequantityofstructuralsteelcomponentsofthisprojectarelarge,andeasytomakemistakeswheninstallation,sothekeypointishowtoguaranteetheconstructionorganizationandcoordinationgoesfluently.應(yīng)對(duì)措施：Countermeasures:1）深化設(shè)計(jì)采用TEKLAX-Steel16.0軟件。當(dāng)節(jié)點(diǎn)全部創(chuàng)建完畢，將對(duì)整體工程構(gòu)件進(jìn)行編號(hào)。Xsteel可以自動(dòng)根據(jù)預(yù)先給定的構(gòu)件編號(hào)規(guī)則，按照構(gòu)件的不同截面類型對(duì)各構(gòu)件及節(jié)點(diǎn)進(jìn)行整體編號(hào)命名及組合（相同構(gòu)件及板件所命名稱相同）。從而大大減少構(gòu)件人工編號(hào)時(shí)間，減少人工編號(hào)錯(cuò)誤。構(gòu)件加工完畢后，將構(gòu)件編號(hào)書(shū)寫(xiě)在構(gòu)件醒目位置，根據(jù)現(xiàn)場(chǎng)安裝情況，提交構(gòu)件進(jìn)場(chǎng)計(jì)劃。構(gòu)件進(jìn)場(chǎng)后，根據(jù)深化圖紙對(duì)進(jìn)場(chǎng)構(gòu)件的編號(hào)進(jìn)行檢查，防止編號(hào)錯(cuò)誤。TEKLAX-steel16.0willbethedesignsoftwaresupportandwhenallthejointsareestablished,wewillsortthemembersofthewholeprojectonebyone.Comparedtomanualsorting,X-steelcanshortenthetimeandreducetheerrorsofnumbering.Componentprocessingiscompleted,willbewritteninthecomponentnumberintheeye-catchingplaceofthecomponent.Accordingtotheinstallationsiteconditionswewillsubmitthemembersapproachingplan.Afterthecomponentapproached,weneedtocheckallthenumbersagainaccordingtotheshopdrawingtoescapethenumberederrors.2）合理劃分施工段與施工單元，科學(xué)組織施工；制訂施工進(jìn)度計(jì)劃，并嚴(yán)格執(zhí)行，保證節(jié)點(diǎn)按時(shí)完成；增強(qiáng)質(zhì)量、安全監(jiān)督力度，防止因工期緊和工程單體較多而放松質(zhì)量、安全要求。Dividetheconstructionunitsreasonably,organizeconstructionteamscientifically.Makeconstructionprogressplanandcarryitoutstrictlytoguaranteetheentirenodescompletedtimely.Enhancethequality,safetysupervisiontoescapeanyqualityandsafetyquestthereducingofthequalityandsafetyrequirementsbecauseofthetime.2、提高文明施工管理水平是重點(diǎn)Enhancingthemanagementlevelofcivilizedconstructionisthekeypoint本工程構(gòu)件的種類及數(shù)量較多，現(xiàn)場(chǎng)容易出現(xiàn)亂堆、亂放的現(xiàn)象，因此，提高施工文明的管理水平、加強(qiáng)施工文明的過(guò)程控制，是本工程的一大重點(diǎn)。Thetypesandquantitiesofcomponentsissolargethatit'seasytoputmemberseverywhere,therefore,improvingthemanagementlevelofconstructionofcivilizationandstrengtheningtheconstructionofcivilizationintheprocesscontrolisabigpartofthisproject.應(yīng)對(duì)策略：Countermeasures:制訂文明施工措施方案，并嚴(yán)格執(zhí)行。按照施工組織設(shè)計(jì)所布置的方案進(jìn)行施工，不隨意亂占道路、場(chǎng)地，做到道路暢通，場(chǎng)地平整，干凈。現(xiàn)場(chǎng)臨時(shí)設(shè)施圍欄及標(biāo)牌設(shè)置要規(guī)范，干凈整潔，安全和消防設(shè)施齊全，標(biāo)志醒目。注意環(huán)境保護(hù)，盡量減少施工給環(huán)境帶來(lái)的污染。1)Makethecivilizedconstructionmeasuresandenforceitstrictly.2)Constructionshallbecarriedoutinaccordancewiththeconstructionorganizationdesignlayoutscheme,donotoccupyroadandvenues,keeptheroadsclean.3)Keeptemporaryfacilitiesandsignsspecified,neatandtidy,safetyandfirecontrolfacilitiesarecompleted,thesymbolismarked.4)Payattentiontoenvironmentalprotectionandreducepollution.1.5工程目標(biāo)Projectgoals工期目標(biāo)：滿足業(yè)主要求。質(zhì)量目標(biāo)：實(shí)現(xiàn)工程質(zhì)量合格率100%，達(dá)到一次驗(yàn)收合格標(biāo)準(zhǔn)。安全目標(biāo)：實(shí)現(xiàn)零傷害。文明施工目標(biāo)：符合文明施工要求。Periodgoal:satisfyrequirementsoftheownerandthecontractor.Qualitytarget:realize100%qualifiedrateofengineeringquality,reachqualifiedstandardonceacceptance.Safetygoal:Zeroinjury.Civilizedconstructiongoals:conformtotherequirementsofthecivilizationconstruction.4.施工準(zhǔn)備Preliminaryworkforconstruction4.1技術(shù)準(zhǔn)備Technicalpreparation1、鋼結(jié)構(gòu)安裝應(yīng)具備的設(shè)計(jì)文件：鋼結(jié)構(gòu)設(shè)計(jì)圖、建筑圖、基礎(chǔ)圖。Necessarydesigndocuments:design,architecturalandfoundationdrawing.2、鋼結(jié)構(gòu)安裝前的圖紙自審要求：熟悉并掌握設(shè)計(jì)文件內(nèi)容、發(fā)現(xiàn)設(shè)計(jì)中影響構(gòu)件安裝的問(wèn)題、提出與土建和其他專業(yè)工程的配合要求。Requirementsfordrawingself-auditbeforeinstallation:Masterallthecontentofdesigndocument,discoverproblemsthatwillinfluencememberinstallation,putforwardcoordinationrequirementwithcivilandotherprofessionalprojects.3、鋼結(jié)構(gòu)安裝前組織各專業(yè)工程之間的圖紙會(huì)審要求：基礎(chǔ)與柱子的坐標(biāo)應(yīng)一致、標(biāo)高應(yīng)滿足柱子的安裝要求、確定與其它專業(yè)工程設(shè)計(jì)文件有無(wú)矛盾、確定與其他專業(yè)工程配合施工程序。Requirementsfordrawingauditofallprofessionalprojectsbeforeinstallation:Coordinatesoffoundationshallbeinconformitywithcolumn’s,elevationshallsatisfyrequirementofcolumninstallation,findoutwhetherthereiscontradictionbetweensteelstructureandotherprofessionalprojects.4、編制施工組織設(shè)計(jì)和作業(yè)指導(dǎo)書(shū)并經(jīng)批準(zhǔn)。Compileconstructionorganizationdesignandstandardoperationprocedure(SOP)andthensubmitthemforapproval.5、作好技術(shù)交底工作。Technicaldisclosureshouldbeconductedwell.4.2現(xiàn)場(chǎng)人員準(zhǔn)備Preparationoffieldforce人員Personneel數(shù)量Quantityy備注Remark施工員Consttructiionwoorker1施工過(guò)程中根據(jù)進(jìn)進(jìn)度要求及現(xiàn)現(xiàn)場(chǎng)實(shí)際施工工情況進(jìn)行人人員數(shù)量調(diào)整整Duringcconstrructioon,theequanntityofwoorkerssshalllbeadjusstedaaccorddingttoschheduleetarggetanndtheeactuualcoonstruuctionnsituuationn.質(zhì)量員Qulittystaaff2安全員Safettystaaff1測(cè)量員Meassurer1普工Generalworkeer40焊工Welder2鉚工Riveteer6起重工Liftiingwoorker2電工Electriician1合計(jì)Total56所有人員進(jìn)場(chǎng)前，相關(guān)管理人員應(yīng)提前一天將人員姓名及工種詳單提交安全部和質(zhì)量部備案，特殊作業(yè)人員還應(yīng)提交特殊作業(yè)證件的原件?，F(xiàn)場(chǎng)作業(yè)人員需按要求經(jīng)過(guò)安全等各項(xiàng)培訓(xùn)方可進(jìn)場(chǎng)作業(yè)，特殊作業(yè)人員必須持有建設(shè)行政主管部門(mén)統(tǒng)一頒發(fā)的在有效期內(nèi)的該特殊作業(yè)相應(yīng)的證件（如焊工須持有焊工證，電工須持有電工證，起重指揮須持有起重工證件），焊工需經(jīng)過(guò)現(xiàn)場(chǎng)考核方可進(jìn)場(chǎng)作業(yè)。嚴(yán)禁無(wú)證人員或證件過(guò)期的人員進(jìn)行特殊作業(yè)。所有人員進(jìn)入施工現(xiàn)場(chǎng)時(shí)，需穿著規(guī)定的工作服，正確佩帶安全防護(hù)用具。未按規(guī)定著裝嚴(yán)禁進(jìn)入施工現(xiàn)場(chǎng)，未采取安全防護(hù)措施或現(xiàn)場(chǎng)安全防護(hù)不到位時(shí)，嚴(yán)禁進(jìn)行相關(guān)作業(yè)。Beforeallthepersonnelenterthearea,managementpersonnelshouldsubmitthelistofpersonnelnameandprofessiontosafetydepartmentandqualitydepartment.Operatingpersonnelonsiteshouldreceiverelatedtrainingsuchassafetytrainingbeforetheybeginworking.Peoplewhoareengagedinspecialjobshallhavethevalidcertificatebyconstructionadministrativedepartmentsissuedsolely(forexample,weldershallhaveweldercertificate,electricianshallhaveelectriciancertificate,hoistingconductorshallhaveliftingworkcertificate).Weldermustpassthefieldexambeforetheybegintheweldingwork.Workerswithoutlicenseorwithexpiredlicensemustnotconductspecialjob.Oncethepersonnelenterthearea,theyshouldwearregulatedlaborsuitandsafetydevice.Unless,theyareforbiddentoentertheconstructionsiteandconductrelatedjob.4.3工機(jī)具準(zhǔn)備Preparationofmachinesandtools名稱name規(guī)格型號(hào)sizee數(shù)量quantiity備注Remarrks逆變直流焊機(jī)DCCweldderZX7-4002全站儀totaal

statiionTopcon1經(jīng)緯儀theoodolitte蘇州Suzhouu1水準(zhǔn)儀

levvelgaaugeDS-22磨光機(jī)poliishinggmachhineφ1253配電箱disttributtionbbox100A2配電箱disttributtionbbox380V-40AA8配電箱disttributtionbbox220V-10AA5千斤頂jackk5t5千斤頂jackk10t5吊帶slingg3t6m6手拉葫蘆chaainbllock2t6m5手拉葫蘆chaainbllock5t6m5鋼卷尺metaallictape5m、30m155*30m鋼角尺angllesteeelruuler500mm5對(duì)講機(jī)inteerphonne歐標(biāo)Europpeansstandaard15線墜Plummb5m6水平尺Leveelbarr500mm5撬杠Crow20*5002扭矩扳手torrquewwrenchh2相關(guān)管理人員應(yīng)在工機(jī)具進(jìn)場(chǎng)前一天將工機(jī)具清單提交物資部備案，并在工機(jī)具進(jìn)場(chǎng)后提交安全部檢驗(yàn)工機(jī)具是否合格可用，精密儀器報(bào)質(zhì)量部檢測(cè)。Managementpersonnelshouldsubmitlistofmachinesandtoolstomaterialdepartmentforrecordonedayinadvance.Meantime,submittosafetydepartmentinordertoinspectwhetherthemachinesandtoolsarequalified.Forpreciseinstrument,submittoqualitydepartmentforinspection.4.4軸線定位交接與復(fù)測(cè)Technicaldisclosureandretestofaxisposition序號(hào)/NO.內(nèi)容/contennt1會(huì)同監(jiān)理單位、業(yè)業(yè)主及其他有有關(guān)單位一起起對(duì)定位軸線線進(jìn)行交接驗(yàn)驗(yàn)線，做好記記錄，對(duì)定位位軸線進(jìn)行標(biāo)標(biāo)記，并做好好保護(hù)。Withthesuperrvisorr,ownneranndothherreelevanntuniitstoohanddoverandrretestttheposittioninngaxiis,maakingrecorrdanddmarkkingtthepoositiooningaxis,,andthatshoulldbeproteectedwell..2根據(jù)提供的水準(zhǔn)點(diǎn)點(diǎn)(二級(jí)以上)，用水準(zhǔn)儀儀進(jìn)行閉合測(cè)測(cè)量，并將水水準(zhǔn)點(diǎn)測(cè)設(shè)到到附近建筑物物不宜損壞的的地方，也可可測(cè)設(shè)到建筑筑物內(nèi)部，但但要保持視線線暢通，同時(shí)時(shí)應(yīng)加以保護(hù)護(hù)。Accordinngtothepproviddedsttandarrdpoiint(llevel2aboove),usessurveyyor'slevellforcloseedmeaasuredd,anddthelevellingppointlocattedtoothenearbbybuiildinggsshoouldnnotbeedamaaged,andccanteestthheintteriorrofbbuildiing.BButweeshouuldkeeepliineoffsighhtcleear,aandattthesametimeshoulldbeproteected..4.5構(gòu)件進(jìn)場(chǎng)及驗(yàn)收Steelmembersmobilizationandacceptance1、構(gòu)件進(jìn)場(chǎng)應(yīng)嚴(yán)格按照構(gòu)件進(jìn)場(chǎng)計(jì)劃進(jìn)場(chǎng)，以保證鋼結(jié)構(gòu)施工的順利進(jìn)行。Steelmembersmobilizationshouldbestrictlyinaccordancewiththeplantoensuretheconstructionofsteelstructuregoessmoothly.2、根據(jù)構(gòu)件計(jì)劃進(jìn)場(chǎng)時(shí)間，提前組織構(gòu)件進(jìn)場(chǎng)。構(gòu)件進(jìn)場(chǎng)后，我公司先對(duì)構(gòu)件進(jìn)行驗(yàn)收，然后邀請(qǐng)業(yè)主、監(jiān)理共同驗(yàn)收。AccordingtothetimescheduleofSteelmembersmobilization,organizecomponentsapproachingintime.Aftercomponentsapproached,ourcompanyshouldacceptsandretestsitatfirstandtheninvitestheownerandsupervisortoacceptandretestagain.3、《進(jìn)場(chǎng)構(gòu)件清單》發(fā)出后現(xiàn)場(chǎng)管理人員應(yīng)及時(shí)協(xié)調(diào)落實(shí)堆場(chǎng)，保證構(gòu)件進(jìn)場(chǎng)前有足夠的堆場(chǎng)使用。Afterissuing“thesteelmembersmobilizationlist”,themanagementstaffshouldbetimelycontactwiththeownertoguaranteethereareenoughstorageareaforstack.4、現(xiàn)場(chǎng)驗(yàn)收時(shí)，對(duì)所有鋼構(gòu)件的長(zhǎng)度尺寸、孔距、截面規(guī)格、外觀檢查，另外還要檢查構(gòu)件上是否標(biāo)注有重量、長(zhǎng)度、中心線、軸線方向、標(biāo)高。若構(gòu)件出現(xiàn)超過(guò)規(guī)范允許范圍的誤差或應(yīng)有的標(biāo)注未標(biāo)出，及時(shí)對(duì)構(gòu)件進(jìn)行修整。Forallsteelmembers,weshouldretestthelength,holespacing,sectionsizeandappearance.What’smore,checkwhethertherehasalabelofweight,length,center,theaxisdirection,andlevel.Ifnotmarkthecomponentswhichhastheerroroutofallowedstandardorduemark,timelytrimit.5、裝、卸貨時(shí)應(yīng)注意安全，防止事故發(fā)生。夜間卸車(chē)要由充足得照明并對(duì)作業(yè)人員進(jìn)行專項(xiàng)安全交底。運(yùn)輸拖車(chē)司機(jī)將卡車(chē)停到指定位置后應(yīng)鎖好車(chē)門(mén)，離開(kāi)卡車(chē)到安全地帶，由于現(xiàn)場(chǎng)狹窄，不得隨意在施工現(xiàn)場(chǎng)走動(dòng)以保證安全。Payattentiontosafetywhenloadingandunloading,andpreventaccidents.Atnightmakesurethereisadequatelightingwhenunloadingandhavespecialsafetydisclosuretotheoperationperson.Truckdriversshouldstopatthedesignatedlocationandlockthedoor,keepawayfromthetrucktosafety.Duetothenarrowplace,toensuresafetynotallowedtowalkintheconstructionsitearbitrarily.6、鋼構(gòu)件進(jìn)場(chǎng)后，要避免被陽(yáng)光直接照射或接觸水、酸、堿、鹽等腐蝕性化學(xué)物質(zhì)，嚴(yán)禁散亂堆放，以減少碰撞對(duì)油漆表面造成的損害。經(jīng)常對(duì)油漆表面進(jìn)行檢查，發(fā)現(xiàn)油漆表面有老化、變質(zhì)和剝落應(yīng)及時(shí)補(bǔ)涂油漆。Afterthesteelcomponentsdeliveredtosite,itshouldbekeepfromdirectsunlightordirectlycontactwithwater,acid,saltandothercorrosivechemicals，italsoshouldbestrictlyprohibitedtobepiledupinclutterinordertoreducethescratchonthepaintedsurface.Aftertheinspectionofthepaintsurface,ifitisdiscoveredthepaintsurfaceaging,deteriorationandflakingpaint,thesurfaceshouldbetoucheduptimely.4.6施工許可Constructionpermits本工程中各項(xiàng)工序作業(yè)前，需提前一天將專項(xiàng)施工方案提交項(xiàng)目部相關(guān)部門(mén)審批，施工前在現(xiàn)場(chǎng)對(duì)安全員、質(zhì)量員和作業(yè)人員進(jìn)行技術(shù)交底并簽字。不履行上述手續(xù)不可動(dòng)工作業(yè)。Beforebeginningtoproceedeachworkingprocedureofthisproject,managersshallsubmitspecialconstructionplantorelevantdepartmentsforapprovalonedayinadvanceanddotechnicaldisclosuretosafetystaff、qualitystaffandoperatingpersonnel.Unless,shallnotproceedthejob.5.主要安裝程序和方法Maininstallationprocedureandmethod倉(cāng)庫(kù)鋼結(jié)構(gòu)施工分兩個(gè)階段：第一階段是地腳螺栓的預(yù)埋；第二階段是倉(cāng)庫(kù)主體結(jié)構(gòu)的安裝。地腳螺栓預(yù)埋工作要結(jié)合土建現(xiàn)場(chǎng)進(jìn)度，與之配合進(jìn)行。預(yù)埋完成后，土建施工隊(duì)澆筑混凝土，待養(yǎng)護(hù)達(dá)到強(qiáng)度要求時(shí)，可進(jìn)行上部鋼結(jié)構(gòu)的安裝工作。Theconstructionofthewarehouseincludestwophases:phase1istheembeddedjobofanchorbolt;phase2istheinstallationofmajorstructure.Theembeddedjobofanchorboltshallbecombinedwithfieldscheduleofcivilengineering.Afterembeddedjobisfinished,thecivilconstructionteamcanstartconcreting.Aftercuringmeetsstrengthrequirements,installationworkoftheuppersteelstructurecanbeperformed.5.1地腳錨栓安裝anchorboltinstallation1、測(cè)量放線：首先復(fù)測(cè)原始軸線并建立控制網(wǎng)，然后根據(jù)控制線測(cè)放出每一個(gè)埋件的中心線和至少兩個(gè)標(biāo)高點(diǎn)。Measurementlofting:Firstretesttheoriginalaxisandbuildcontrolnetwork,thenlyingoffthecentrallineofeachembeddedpartandmarkitatleasttwoelevationpoints.2、制作錨板固定預(yù)埋螺栓：根據(jù)深化圖紙制作錨板，將螺栓整體固定。Fabricateanchorplatetofastenembeddedbolt:buildanchorplateaccordingtotheshopdrawingandfastenembeddedboltintegrally.3、根據(jù)測(cè)量工所測(cè)測(cè)放出的軸線線，將預(yù)埋螺螺栓就位。地地腳螺栓安裝裝時(shí)應(yīng)垂直。如如果安裝傾斜斜，會(huì)使螺栓栓的安裝坐標(biāo)標(biāo)產(chǎn)生偏差，使使其承受外力力的能力下降降。Putembeeddedboltatthhedessignattedpoositioonacccordinngtotheaaxisllaidooffbyymeassurer..Theanchoorbolltsshhallbbeinsstalleedverrticalllybeecauseeifttheyaareinnstallledasslanttheirrabillityoofbeaaringexterrnalfforcewilldesceended..4、在預(yù)埋螺栓安裝裝完成后進(jìn)行軸線線網(wǎng)和標(biāo)高復(fù)復(fù)測(cè)，根據(jù)《鋼鋼結(jié)構(gòu)工程施施工質(zhì)量驗(yàn)收收規(guī)范》（GB502005-20001）要求，單單層鋼結(jié)構(gòu)工工程預(yù)埋螺栓栓中心偏移允允許誤差為55.0mm，螺螺栓露出長(zhǎng)度度允許偏差為為0～30mm。對(duì)部分誤差差較大者進(jìn)行行微調(diào)。最后后同監(jiān)理、業(yè)業(yè)主共同驗(yàn)收收并交付土建建進(jìn)行下一道道工序施工。Afteremmbeddeedbolltsarresettup,retessttheeaxissnetandeelevattion.AccorrdingtoreequireementssofCConstrructioonquaalityaccepptanceeofssteelstrucctureenginneerinng(GBB502055-20011),forsteellstruuctureeprojjectooftheesingglelaayer,off-ccenterringaallowaableeerrorofemmbeddeedbolltsiss5.0mmm,alllowabbledeeviatiionoffexpoosurelengtthis0~~30mmm.Thenndeliiveriittocivillprojjectwwithssupervvisorandoowner’’saccceptanncefoortheenexttproccess.5、地腳螺栓在混凝凝土澆灌前應(yīng)應(yīng)再次復(fù)核，確確認(rèn)其位置及及標(biāo)高準(zhǔn)確、固固定牢靠后方方可進(jìn)入澆灌灌工序；混凝凝土澆灌前，螺螺紋上要涂黃黃油并包上油油紙，外面再再裝上套管，澆澆灌過(guò)程中，要要對(duì)其進(jìn)行監(jiān)監(jiān)控，防止野野蠻施工對(duì)螺螺桿造成損傷傷。Retestttheannchorboltssagaiinbefforecconcreetecaastingg,onllyifanchoorbolltsissfixeedfirrmly,theppositiionanndeleevatioonareeaccuurate,,conccretecastiingcaanbeconduucted..Befoorecooncrettecassting,,threeadshhallbbecoaatedoorbruushedwithgreasse,paackedwithoilpaaperaandlooadedwithcasinngpippe.Duuringtheccastinng,moonitorrtheproceesstooprevventtthedaamagewhichhcaussedbyyrougghconnstrucction..6、對(duì)已安裝就位彎彎曲變形的地地腳螺栓進(jìn)行行修復(fù)。Repairtthetuustallledannchorboltssofddeformmationn.5.2倉(cāng)庫(kù)結(jié)構(gòu)安安裝Instaallatiionoffwareehouseestruucturee5.2.1現(xiàn)場(chǎng)安安裝思路Iddeaofffielldinsstallaation序號(hào)NO.內(nèi)容contennt1本工程選用汽車(chē)吊吊作為主要吊吊裝機(jī)械Thisproojectusedtruckkcranneasmainhoisttingmmachinnery2在廠房主結(jié)構(gòu)內(nèi)側(cè)側(cè)布置吊車(chē)通通道進(jìn)行施工工Arrangecraneechannneloontheeinneersiddeofthemmainsstructturettoconnstrucct.3安全、質(zhì)量、文明明施工在施工工過(guò)程中要突突出控制Safety,qualiityanndcivvilizeedconnstrucctionshoulldbehiighligghtedtoconntrolinthheconnstrucctionproceess.4注意成品保護(hù)，施施工過(guò)程中充充分做好吊裝裝措施Payaattenttionttotheeprottectioonoffinisshedpproducctanddmakeefulllylifftingmeasuuresoontheeconsstructtionpprocesss.5.2.2倉(cāng)庫(kù)庫(kù)施工流程Warehhouseconsttructiionprrocesss第1步：安裝邊鋼柱。Step1:instaallthheedggeofsteellcoluumn.第2步：安裝相鄰的中中間鋼柱Step2:instaallthhemidddlessteelcolummn第3步：安裝屋面剛架架。Step3:insttallttheroooffrrame.第4步：安裝第二個(gè)軸軸線的鋼柱和和屋面剛架。Step4:insttallssteelcolummnanddrooffframmeonthesseconddaxiss.第5步：安裝柱間支撐撐Step5:instaallthhecollumn-aand-brrace.第6步：安裝屋面系桿桿。Step6:instaallrooofarrch.第7步：安裝屋面檁條條。Step7:iinstalllrooofpurrlin.第8步：安裝第三個(gè)軸軸線上的鋼柱柱和屋面剛架架。Step8:instaallthhesteeelcoolumnandrrooffframeonthethirddaxiss.第9步：安裝柱間支撐撐系統(tǒng)。Step9:instaallthhesuppportsysteembettweencolummns.第10步：安裝屋面系桿桿和檁條Step10::insttallrroofttiedaandpuurlinss第11步：安裝下一軸線線間的鋼結(jié)構(gòu)構(gòu)Step11::insttallssteelstruccturebetweeenthhenexxttwooaxess.第12步：完成屋面一跨跨鋼結(jié)構(gòu)的安安裝Step12::comppletetheiinstalllatioonofaspaanontherroof.第13步：安裝兩端的墻墻面結(jié)構(gòu)Step13::insttalltthewaallsttructuureoffbothhtwoends.第14步：以上述順序完完成相鄰跨鋼鋼結(jié)構(gòu)安裝Step14:instaalladdjacenntspaansteeelsttructuureacccordiingtootheaboveeordeer.第15步：以上述順序完完成鋼結(jié)構(gòu)安安裝Step15::comppletetheiinstalllatioonofsteellstruucturee第16步：機(jī)械退場(chǎng)，完完成倉(cāng)庫(kù)構(gòu)件件安裝Step16:Exitthhecraane,ccompleeteinnstalllationnofwwarehoouseccomponnents5.2.3安裝裝注意事項(xiàng)Insstallaationnoticces1、剛架安裝順序：：Installlatioonseqquenceeofrrigidframee:1）先安裝靠近山墻墻的有柱間支支撐的兩榀剛剛架，而后安安裝其他剛架架。2）頭兩榀剛架安裝裝完畢后,在兩榀剛架架間將水平系系桿，檁條及柱間間支撐,屋面水平支支撐，隅撐全部裝裝好，安裝完完成后應(yīng)利用用柱間支撐及及屋面水平支支撐調(diào)整構(gòu)件件見(jiàn)的垂直度度及水平度；；待調(diào)整正確確后方可鎖定定支撐，而后安裝其其他剛架。3）除頭兩榀剛架外外，其余榀的的檁條、墻梁梁、隅撐的螺螺栓校準(zhǔn)后再再行擰緊。1)Firsttinsttalltthetwwopieecesoofsuppportiingfrramenneartthegaableccolumnnandttheniinstalllotheerfraame.2)Afterrthefirstttwosteellframmeisinstaalled,,nexttshouuldinnstalllthehorizzontalltieframee,purrlinaandbrracesbetweeencoolumnss,rooofhorrizonttalsuupportt,kneeebraacebeetweenntwospeciimens..Afteerinsstallaationshoullduseebraccesbeetweenncoluumnsaandrooofhoorizonntalbbracinngadjjustmeentmeembertoseeetheevertticalandtthehoorizonntalddegreeewhicchcannadjuustanndcorrrectrearlocksuppoortthheninnstallltheotherrframme.3)Inaddditioontotheffirsttwommodelssofrrigidframee,theentigghtentherremainningppiecessoftthepuurlin,,walllbolttcaliibratiionbeeam,bbrackeetaftter.2、鋼柱吊裝:SSteelcolummnhoiistingg:邊鋼柱在履行完施施工許可和技技術(shù)交底后可可進(jìn)行吊裝作作業(yè)，中柱（T型柱）拼裝裝后需經(jīng)復(fù)測(cè)測(cè)，誤差符合合質(zhì)量技術(shù)交交底規(guī)定后，方方可進(jìn)行吊裝裝作業(yè)。鋼柱柱吊至基礎(chǔ)短短柱頂面后,采用經(jīng)緯儀儀進(jìn)行校正。在框框架成型前，在在每根鋼柱上上拉設(shè)3根纜風(fēng)繩，如如下圖所示：：Set3caableooneacchsteeelcoolumnbeforreinsstallthefframe,,seetheffollowwingffiguree纜風(fēng)繩纜風(fēng)繩Afterpeerformmingttheprroceduureoffconsstructtionppermittandtechnnicaldiscllosuree,hoiistinggofeedgessteelcolummncannbepproceeed.FoorT-sshapecolummn,onnlywhhenthherettestmmeetsqualiityreequireementofteechniccaldiisclossure,wecaanprooceedthehhoistiingjoob.Stteelccolumnnisllifteddtotthetoopsurrfaceoffooundattionaandthhencoorrecttingiitbytheoddolitee3、屋面安裝Rooofinsstallaation1）鋼柱與屋面剛架架柱頂在地面面拼裝成T型吊裝，中中間部分在空空中對(duì)接,預(yù)先將加工工好的鋁合金金掛梯放于梁梁上以便空中中穿孔。2）待剛架主結(jié)構(gòu)調(diào)調(diào)整定位后進(jìn)進(jìn)行檁條的安安裝，檁條安安裝后用拉桿桿調(diào)整平直度度。1)ThessteelcolummnanddrooffframmecollumniintheegrouundanndasssembleedinttoaTT-typetohooist,whileethemiddlleparrtwilllconnnecteedintheaairthhatweeneeddtopputthhealuuminummallooyhoookladdderiintheebeammtobboreaaholeeeasiily.2)Instaallpuurlinssafteeradjjustmeentoffmainnstruuctureeframee,theenadjjustppurlinnflattnesswithrod.5、鋼柱和鋼梁安裝裝就位后需進(jìn)進(jìn)行加固，達(dá)達(dá)到技術(shù)交底底要求后方可可緩慢卸除起起重機(jī)負(fù)荷。Afterstteelccolumnnsanddbeammsareeinsttalleddinppointeedplaace,wweshaallcaarryooutthhereiinforccementtmeassureswhentheymeettherrequirrementtsoftechnnicaldiscllosureeandtheccraneloadcanbbeunlloadeddslowwly.6、高空作業(yè)時(shí)，不不能有火花飛飛濺。Nosparkksflyyingwwhenooccupaationssateelevattedheeightss7、高強(qiáng)螺栓的緊固固分兩次進(jìn)行行，第一次為為初擰。初擰擰緊固到螺栓栓標(biāo)準(zhǔn)軸力（即即設(shè)計(jì)預(yù)拉力力）的60%～80%，初擰的扭扭矩值不得小小于終擰扭矩矩值的30%。第二次緊緊固為終擰，扭擰時(shí)扭剪型高強(qiáng)螺栓應(yīng)將將梅花卡頭擰擰掉。為使螺螺栓群中所有有螺栓均勻受受力，初擰、終終擰都應(yīng)按一一定順序進(jìn)行行。Thetighhtenesssofhigh--strenngthbboltiissepperateedinttotwoostepps.firrststtepissinittialttighteen.theebolttswilllbetighttenedtillto600%-80%%oftthesttandarrdaxiialfoorce,thettorqueeofiinitiaaltigghteneessshhallnnotbeelesssthann30%ofthhefinnaltoorque..the22ndtiightennessiistheefinaal.theeplummpanheadofthhehiggh-strrengthhbolttshalllbesreweedofffduriingthhetigghteneess.innordeertogetttheunniformmstreessfoorallltheboltss,the1staand2nndtigghteneessshhallbbecarrriedoutiinseqquencee.5.2.4鋼柱柱吊裝措施Rooofingsteellgirdderliiftinggmeassures（1）構(gòu)件堆放meemberssstaccking施工中構(gòu)件按規(guī)劃劃堆放，不得得隨意亂放。鋼鋼柱應(yīng)單獨(dú)擺擺放，不得疊疊放；鋼梁、檁檁條等其他構(gòu)構(gòu)件疊放時(shí)，應(yīng)應(yīng)在構(gòu)件下部部及構(gòu)件之間間墊方木。示示意如下圖。Duringcconstrructioon,frramemmemberrsareepileedupbyacccordinngplaanningg.Itisnootalllowedtopplacethemmemberrsouttofoorder..Steeelcollumnsshoulddbeppiledupalloneaandarrenottalloowedttostaackedup.SSquareewooddshouuldbeeputbeetweennsteeelbeaams,purllinsaandottherfframemembeers.（2）單元地面拼裝UUnitggrounddasseembly胎架設(shè)置Braccketsset柱頂鋼梁段拼裝TTopbeeamasssemblly鋼柱拼裝coluumnasssemblly高強(qiáng)螺栓施工，完完成吊裝單元元Highstrrengthhbolttconsstructtion（3）吊點(diǎn)設(shè)置Settthelliftinngpoiint中間鋼柱及邊柱采采用捆綁吊裝裝，示意圖如如下：Themidddlecoolumnbybuundlinnghoiistingg,siddecollumnwwithlluganndbunndlingghoissting,,thefigurreisshowiingassfolllows:鋼柱重量最大為33t，鋼柱兩點(diǎn)點(diǎn)吊裝，取6倍安全系數(shù)數(shù)，則鋼絲繩繩設(shè)計(jì)承受荷荷載為105KN。對(duì)比鋼絲絲繩性能表，選選擇Φ17.5的鋼絲繩，Φ17.5鋼絲繩最小小破斷拉力為為127KN，滿足吊裝裝需求。Theheavvieststeellcoluumniss3T,twossteelcolummnhoiistingg,takke6ttimessafettycoeefficiient,sotheewireeropeedesiignunnderlload1105KN..Compparatiivepeerformmanceofwiireroope,wwirerropesselecttionoofΦ17.5,,Φ17.5minimmumbrreakinngloaadofropefor1127KN,,meetttheliftiingreequireementss.卡環(huán)：選取兩個(gè)33.3噸高強(qiáng)卡環(huán)環(huán)作為吊裝卡卡環(huán)。Clasp:sselectttwo3.3ttonshhigh-sstrenggthcllaspaastheehoisstingring..

（4）精度控制Accuuracycontrrol控制類型Typpe允許偏差A(yù)lloowableedeviiationn鋼柱柱腳中心線對(duì)對(duì)定位軸線的的偏移Steellcoluumnceenterdeviaation5.0mm鋼柱基準(zhǔn)點(diǎn)標(biāo)高Steellcoluumn

ellevatiion+5.0mm-8.0mm彎曲矢高Bending

riseA、A1、A2、E、D2、D1軸線A、A1、A2、E、D2、D1AXIIS6.0mmB、B1、D、C2軸軸線/B、B1、D、C2AXIIS7.0mmB2、C、C1軸線/B2、C、C11AXISS8.0mm鋼柱垂直度SteelcoolumnvertiicalittyA、A1、E、D2軸線A、A1、E、D2AXISS7.0mmA2、B、D1、D軸線A2、B、D1、DAXIS8.0mmB1、B2、C2、C1軸線B1、B2、C2、C1AXISS9.0mmC軸線CAXIIS10.0mm主體結(jié)構(gòu)垂直度Themmainsstructture

oofverrticallity5.0mm主體結(jié)構(gòu)平面彎曲曲Themmainsstructture

oofplaanebeendingg4.0mm鋼梁跨中垂直度Mid-sspan

vverticcalityy3.0mm鋼梁側(cè)彎曲矢高Beam

side

bendiing

riise5.0mm檁條中心線對(duì)定位位軸線的偏移移purliin

ceenterdeviaation10.0mm檁條間距Purrlin

sspacinng彎曲矢高Bennding

rise7.0mm（5）鋼柱登高措施Aloftworkmeasuuresfforcoolumnss在鋼柱安裝之前應(yīng)應(yīng)在鋼柱上固固定小爬梯，用用以吊裝之后后，解除吊索索具及其它結(jié)結(jié)構(gòu)桿件吊裝裝時(shí)，人員上上下用。施工工完畢，小爬爬梯應(yīng)拆除，同同時(shí)與結(jié)構(gòu)的的焊接點(diǎn)應(yīng)修修磨平整。Laddersshoulddbeffixedoncoolumnbeforreinsstallaation..Itcaanbeusedforhhoistiing,lliftinngsliingsaandotthersstructturalmembeerereectionntohhelpfforpeersonnneluppanddown..Afteerconnstrucctioniscoompletted,tthesmmalllladderrshouuldbeeremoovedanndtheewelddingppointstrucctureshoulldbepolisshed.小爬梯采用L400x3角鋼和Φ14mm的圓鋼焊接接做成鋼爬梯梯，每段長(zhǎng)度度約為4m。爬梯每間間隔約2m與鋼柱固定定。鋼爬梯做做法參下圖。SteelladdderiismaddewitthL400x3annglessteelandΦΦ14mmssteelrodbbywellding..Eachsegmeentleengthisabbout44m.Atinttervallsofaboutt2mtthelaaddershoulldbefixeddwithhthesteellcoluumn.注：現(xiàn)場(chǎng)場(chǎng)地條件件較好的情況況下，登高可可以采用直臂臂登高車(chē)，示示意圖如下：：Note:Ifftheconsttructiioncoonditiionsiisbettteroonsitte,weccanussetheestraaightarmlladderrtoddoalooftwoork,figuureissshowwingaasfolllows::5.2.5屋面面鋼梁吊裝措措施Rooofingsteellgirdderliiftinggmeassures鋼梁吊點(diǎn)設(shè)置Stteelhhanginngpoiintseet吊裝采用2點(diǎn)吊裝裝，吊點(diǎn)位置置可采用捆扎扎也可采用專專用夾具。在在兩端設(shè)置溜溜繩，以調(diào)整整屋面鋼梁在在空中的位置置。Liftiingthhe2hhoistiingpooint,liftiingpoointccanaddoptbbundliingcaanalssouseespeccialffixturre.Roopesaarearrrangeedatbothends,,soaastoadjussttheeposiitionofrooofbeeaminnthealoftt.鋼梁上拉設(shè)生命線線Pullthellifeliineonnthesteellbeamm.鋼梁吊裝前，在地地面時(shí)拉設(shè)生生命線，生命命線采用專用用小立柱。Beforehhoistthessteelgirdeer,seetallifeliineontheegrouundbyyusinngdeddicateedcollumn.鋼梁安裝吊籠errectaacagee鋼梁對(duì)接口調(diào)整和和高強(qiáng)螺栓施施工采用吊籠籠，示意圖如如下：Adoopthaanginggcageetoaadjusttthesteellinteerfaceeandhighstrenngthbbolt,theffigureeissshowinngasfolloows:就位調(diào)整Posiitionadjusstmentt鋼梁就位時(shí)，先用用沖釘將螺栓栓孔眼卡緊，穿穿入安裝螺栓栓，安裝螺栓栓數(shù)量不得少少于螺栓總數(shù)數(shù)的三分之一一，且不得少少于2顆。Steellbeammsinpointtedpllace,firsttusethhepunnchestighttboltteyelletcaardandthhenpeenetraatedtotheemounntingboltss.Especiiallythemmountiingbooltssshallnotbbelesssthaantheenumbberoffbolttsonee-thirrdofthettotalandsshallnotbbelesssthaantwoo.5.2.6屋面面檁條安裝措措施Rooofpurrlinsinstaalledmeasuures檁條在現(xiàn)場(chǎng)采用單單根散裝貨使使用組合扁擔(dān)擔(dān)梁吊裝。Thepurllinssshoulddbebbulkttranspporteddbyssimpleeroottandhoisttbyccombinnationnpoleebeamm.檁條使用現(xiàn)場(chǎng)汽車(chē)車(chē)吊安裝，檁檁條數(shù)量多，重重量小，可以以考慮使用組組合扁擔(dān)梁吊吊裝，以加快快施工進(jìn)度。InstallPurliinsbymoobilecraneeonssite,whileethequanttityiislarrgeanndtheeweigghtisssmalllsowecoonsideerusiingacombiinatioonofpolebeamtoliift,iinorddertoospeeedupthecconstrructioonschhedulee.組合扁擔(dān)梁使用[[12.6焊接制作，在在槽鋼內(nèi)側(cè)使使用φ14圓鋼彎曲做做成鉤子，用用于吊裝檁條條，鉤子間距距以檁條間距距為準(zhǔn)。在扁扁擔(dān)梁上設(shè)置置4個(gè)吊點(diǎn)，組組合扁擔(dān)梁示示意如下：Thecombbinatiionpoolebeeamprroduceedby[12.66welddingcchanneel,innsidewithφ14rooundssteelbendiingmaadea??hookforlliftinngpurrlinsandhhooksspacinngpurrlinsspacinngshaallprrevaill.Assetofffourrhanggingppointssintthepoolebeeam,ccombinnationnpoleebeammfiguureissshowwingaasfolllows::5.2.7鋼結(jié)結(jié)構(gòu)吊裝工況況分析Condiiti