鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures鋼結(jié)構(gòu)的應(yīng)用Applicationofsteelstructure超高層Superhigh-rise住宅housing電力electricity基礎(chǔ)設(shè)施infrastructure大跨度Largespan鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures鋼結(jié)構(gòu)的連接Connectionofsteelstructure鋼結(jié)構(gòu)焊接Steelstructurewelding質(zhì)量quality安全safe使用功能Usefeatures對(duì)In各方面allaspects影響巨大Theimpactishuge鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures我國鋼結(jié)構(gòu)的發(fā)展，建筑結(jié)構(gòu)形式越來越復(fù)雜WiththedevelopmentofsteelstructureinChina,theformofbuildingstructureisbecomingmoreandmorecomplex焊接工人減少Fewerwelders成本節(jié)約Costsavings施焊高效Efficientwelding高質(zhì)量建造Highqualityconstruction作業(yè)環(huán)境環(huán)保Theworkingenvironmentisenvironmentallyfriendly數(shù)字化、工業(yè)化建造的需求增大Thedemandfordigitalizationandindustrialconstructionhasincreased鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures焊接機(jī)器人技術(shù)Weldingrobotics焊接機(jī)器人技術(shù)Weldingrobotics手工焊接受勞動(dòng)強(qiáng)度Manualweldingissubjecttolaborintensity焊接速度等因素的制約Constraintsofweldingspeedandotherfactors結(jié)合雙（多）絲Combinedwithdouble(multi)filaments免清根Noroots免開坡口Bevel-free克服overcome實(shí)現(xiàn)implement大電流、高速、低熱輸入的連續(xù)焊接，大幅提高焊接效率。Continuousweldingwithhighcurrent,highspeedandlowheatinputgreatlyimprovesweldingefficiency.鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures焊接機(jī)器人技術(shù)Weldingrobotics便攜式焊接機(jī)器人Portableweldingrobot智能焊接機(jī)器人Intelligentweldingrobot鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures雙（多）絲埋弧焊技術(shù)Double(multi)wiresubmergedarcweldingtechnology多電源串列雙（多）絲埋弧焊Multi-powertandemdouble(multi)wiresubmergedarcwelding單電源并列雙（多）絲埋弧焊Singlepowersupplyparalleldouble(multi)wiresubmergedarcwelding熱絲填絲埋弧焊Hotwirefillersubmergedarcwelding單電源串連雙絲埋弧焊Singlepowersupplyseriesdoublewiresubmergedarcwelding多絲埋弧焊Multi-filamentsubmergedarcwelding細(xì)絲filament粗絲Coarsefilament鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures熱輸入較小Heatinputissmall焊縫成型較粗絲略差Theweldisslightlyworseformedthanthecoarsewire熱輸入大Largeheatinput對(duì)母材性能影響明顯Ithasasignificantimpactonthepropertiesofthebasemetal雙（多）絲埋弧焊技術(shù)Double(multi)wiresubmergedarcweldingtechnology鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures技術(shù)內(nèi)容Technicalcontent免清根焊接技術(shù)Root-freeweldingtechnology3免開坡口熔透焊技術(shù)Bevel-freepenetrationweldingtechnology4窄間隙焊接技術(shù)Narrowgapweldingtechnology5鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures窄間隙焊接技術(shù)Narrowgapweldingtechnology窄間隙坡口與普通坡口Narrowgapgrooveversusnormalgroove優(yōu)點(diǎn)advantage缺點(diǎn)disadvantage鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures采用藥芯焊絲在立對(duì)接焊縫中，焊接過程穩(wěn)定，飛濺很小，焊接工人工作強(qiáng)度減小，焊渣連續(xù)自然脫落，焊縫成型美觀。Theuseoffluxcoredweldingwireintheverticalbuttweld,theweldingprocessisstable,thespatterisverysmall,theworkingintensityofthewelderisreduced,theweldingslagiscontinuouslyandnaturallyshed,andtheweldisformedbeautifully.1.5M立對(duì)接焊縫，由于空間位置狹小機(jī)器人架設(shè)過程耗時(shí)近1.5個(gè)小時(shí)，焊接過程耗時(shí)1個(gè)小時(shí)，總體焊接效率低下。在焊縫最上端，由于U肋阻礙，有30mm左右的焊縫無法焊接。1.5Mverticalbuttweld,duetothenarrowspaceposition,theroboterectionprocesstakesnearly1.5hours,theweldingprocesstakes1hour,andtheoverallweldingefficiencyislow.Atthetopoftheweld,thereareabout30mmweldsthatcannotbeweldedduetoU-ribobstruction.（1）機(jī)器人在立對(duì)接焊縫中的應(yīng)用Applicationofrobotsinverticalbuttwelds鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures斜底板爬坡焊全長4.28m，斜底板厚度20mm，架設(shè)加長軌道，由于U肋阻擋，對(duì)機(jī)械手臂加裝工裝，以適應(yīng)此位置焊接。Thetotallengthofslopefloorclimbingweldingis4.28m,thethicknessoftheslopedbottomplateis20mm,andtheextendedtrackiserected,andduetotheUribblocking,theroboticarmisequippedwithtoolingtoadapttothispositionwelding.（2）機(jī)器人在斜底板爬坡焊縫中的應(yīng)用Applicationofrobotinslopefloorclimbingweld機(jī)器人爬坡焊Roboticclimbingwelding鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology技術(shù)簡介Technicalbrief采用三維設(shè)計(jì)軟件，將鋼結(jié)構(gòu)分段構(gòu)件控制點(diǎn)的實(shí)測三維坐標(biāo)，在計(jì)算機(jī)中模擬拼裝形成分段構(gòu)件的輪廓模型，與深化設(shè)計(jì)的理論模型擬合比對(duì)，檢查分析加工拼裝精度，得到所需修改的調(diào)整信息。Usingthree-dimensionaldesignsoftware,themeasuredthree-dimensionalcoordinatesofthecontrolpointofthesteelstructuresegmentedcomponentaresimulatedandassembledinthecomputertoformthecontourmodelofthesegmentedcomponent,andthetheoreticalmodelofthedetaileddesignisfittedandcompared,theaccuracyofprocessingandassemblyischecked,analyzed,andtheadjustmentinformationoftherequiredmodificationisobtained.經(jīng)過必要校正、修改與模擬拼裝，直至滿足精度要求。Afternecessarycorrection,modificationandsimulationassembly,untiltheaccuracyrequirementsaremet.深圳平安中心：桁架計(jì)算機(jī)模擬預(yù)拼裝ShenzhenPingAnCenter:Trusscomputersimulationpre-assembly鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology技術(shù)內(nèi)容Technicalcontent根據(jù)設(shè)計(jì)圖文資料和加工安裝方案等技術(shù)文件，建立設(shè)計(jì)、制造、安裝全部信息的拼裝工藝三維幾何模型，完全整合形成一致的輸入文件，通過模型導(dǎo)出分段構(gòu)件和相關(guān)零件的加工制作詳圖。Accordingtothetechnicaldocumentssuchasdesigngraphicsandprocessingandinstallationschemes,athree-dimensionalgeometricmodeloftheassemblyprocesswithalltheinformationofdesign,manufacturingandinstallationisestablished,andaconsistentinputfileisfullyintegrated,andtheprocessingandproductiondetailsofsegmentedcomponentsandrelatedpartsareexportedthroughthemodel.1構(gòu)件制作驗(yàn)收后，利用全站儀實(shí)測外輪廓控制點(diǎn)三維坐標(biāo)。Afterthecomponentproductionandacceptance,thethree-dimensionalcoordinatesoftheoutercontourcontrolpointaremeasuredbythetotalstation.2鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology技術(shù)內(nèi)容Technicalcontent計(jì)算機(jī)模擬拼裝，形成實(shí)體構(gòu)件的輪廓模型。Computersimulationassemblytoformacontourmodelofasolidcomponent.3將理論模型導(dǎo)入三維圖形軟件，合理地插入實(shí)測整體預(yù)拼裝坐標(biāo)系。Importthetheoreticalmodelintothe3Dgraphicssoftware,andreasonablyinsertthemeasuredoverallpre-assembledcoordinatesystem.4采用擬合方法，將構(gòu)件實(shí)測模擬拼裝模型與拼裝工藝圖的理論模型比對(duì)，得到分段構(gòu)件和端口的加工誤差以及構(gòu)件間的連接誤差。Thefittingmethodisusedtocomparethemeasuredsimulatedassemblymodelofthecomponentwiththetheoreticalmodeloftheassemblyprocessdiagram,andtheprocessingerrorofthesegmentedcomponentandportandtheconnectionerrorbetweenthecomponentsareobtained.5鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology技術(shù)內(nèi)容Technicalcontent統(tǒng)計(jì)分析相關(guān)數(shù)據(jù)記錄，對(duì)于不符規(guī)范允許公差和現(xiàn)場安裝精度的分段構(gòu)件或零件，修改校正后重新測量、拼裝、比對(duì)，直至符合精度要求。Statisticalanalysisofrelevantdatarecords,forsegmentedcomponentsorpartsthatdonotconformtotheallowabletolerancesandon-siteinstallationaccuracy,modifyandcorrectandre-measure,assemble,andcompareuntiltheymeettheaccuracyrequirements.6虛擬預(yù)拼裝的實(shí)體測量技術(shù)Virtuallypre-assembledphysicalmeasurementtechnology7鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology深圳平安金融中心加強(qiáng)層桁架模型ShenzhenPingAnFinanceCenterreinforcedlayertrussmodel鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology三維模型的建立Creationof3Dmodels帶狀桁架三維模型示意圖Schematicdiagramofa3Dmodelofaribbontruss鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology桁架各單元控制點(diǎn)的劃分Thedivisionofcontrolpointsofeachunitofthetruss根據(jù)設(shè)計(jì)提供的模型及配套的深化設(shè)計(jì)圖紙，以97~99層南區(qū)帶狀桁架為例，將整榀桁架劃分為32個(gè)單元，并按圖紙制造構(gòu)件。Accordingtothemodelprovidedbythedesignandthesupportingdetaileddesigndrawings,takingthe97~99thfloorsouthernarearibbontrussasanexample,thewholetrussisdividedinto32units,andthecomponentsaremanufacturedaccordingtothedrawings.帶狀桁架各單元?jiǎng)澐至斜鞟listoftheelementsoftheribbontruss鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology桁架各單元控制點(diǎn)測量Measurementofcontrolpointsofeachunitofthetruss鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology將全站儀與計(jì)算機(jī)連接，構(gòu)建出構(gòu)件的實(shí)測三維模型Connectthetotalstationtothecomputertobuildameasured3Dmodelofthecomponent鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology單個(gè)構(gòu)件比較Individualcomponentcomparison實(shí)測坐標(biāo)值形成的輪廓與理論模型擬合比較示意圖Schematicdiagramofthecontourformedbythemeasuredcoordinatevaluesandthefittingandcomparisonofthetheoreticalmodel鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology整體模擬預(yù)拼裝Simulationofpre-assemblyasawhole實(shí)測坐標(biāo)值形成的輪廓與理論模型擬合比較示意圖Schematicdiagramofthecontourformedbythemeasuredcoordinatevaluesandthefittingandcomparisonofthetheoreticalmodel鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology根據(jù)統(tǒng)計(jì)分析表的數(shù)據(jù)偏差，調(diào)整相關(guān)桿件的尺寸Accordingtothedatadeviationofthestatisticalanalysistable,thedimensionsoftherelevantmembersareadjusted實(shí)測坐標(biāo)值導(dǎo)入CAD軟件中ThemeasuredcoordinatevaluesareimportedintotheCADsoftware理論模型與實(shí)測坐標(biāo)值擬合比對(duì)Thetheoreticalmodelfitsandcompareswiththemeasuredcoordinatevalues鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures全站儀Totalstation數(shù)字?jǐn)z影測量Digitalphotogrammetry三維激光掃描儀3Dlaserscanner北斗衛(wèi)星定位系統(tǒng)Beidousatellitepositioningsystem多源信息融合Multi-sourceinformationfusion物聯(lián)網(wǎng)InternetofThings電子水準(zhǔn)儀ElectroniclevelGPS全球定位系統(tǒng)GPSGlobalPositioningSystem無線數(shù)據(jù)傳輸Wirelessdatatransmission鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures三維激光掃描儀3Dlaserscanner鋼結(jié)構(gòu)智能測量技術(shù)IntelligentmeasurementtechnologyforsteelstructuresGPS測量技術(shù)GPSmeasurementtechnology超高層測量機(jī)器人應(yīng)用Veryhigh-risemeasurementrobotapplications鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures技術(shù)內(nèi)容Technicalcontent高精度三維測量控制網(wǎng)布設(shè)技術(shù)High-precisionthree-dimensionalmeasurementcontrolnetworklayouttechnology01鋼結(jié)構(gòu)地面拼裝智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructuregroundassembly02鋼結(jié)構(gòu)精準(zhǔn)空中智能化快速定位技術(shù)Steelstructureprecisionaerialintelligentrapidpositioningtechnology03基于三維激光掃描的高精度鋼結(jié)構(gòu)質(zhì)量檢測及變形監(jiān)測技術(shù)High-precisionsteelstructurequalityinspectionanddeformationmonitoringtechnologybasedon3Dlaserscanning04基于數(shù)字近景攝影測量的高精度鋼結(jié)構(gòu)性能檢測及變形監(jiān)測技術(shù)High-precisionsteelstructureperformancedetectionanddeformationmonitoringtechnologybasedondigitalclose-upphotogrammetry05基于物聯(lián)網(wǎng)和無線傳輸?shù)淖冃伪O(jiān)測技術(shù)DeformationmonitoringtechnologybasedonInternetofThingsandwirelesstransmission06鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures技術(shù)指標(biāo)Technicalindicators高精度三維控制網(wǎng)技術(shù)指標(biāo)High-precisionthree-dimensionalcontrolnetworktechnicalindicators1鋼結(jié)構(gòu)拼裝空間定位技術(shù)指標(biāo)Technicalindicatorsofspatialpositioningofsteelstructureassembly2鋼結(jié)構(gòu)變形監(jiān)測技術(shù)指標(biāo)Technicalindicatorsofsteelstructuredeformationmonitoring3鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures工程案例Engineeringcases主要鋼結(jié)構(gòu)部分Themainsteelstructurepart主入口鋼結(jié)構(gòu)Mainentrancesteelstructure后入口鋼結(jié)構(gòu)Rearentrancesteelstructure鋼聯(lián)橋部分鋼結(jié)構(gòu)Steelstructureofsteelcouplingbridgepart三亞國際免稅城SanyaInternationalDutyFreeCity鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures工程案例Engineeringcases鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures工程案例Engineeringcases測量平面控制網(wǎng)Measurementplanecontrolnetwork鋼箱拱測量控制點(diǎn)Steelboxarchmeasurementcontrolpoint鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures鋼桁架地面拼裝過程的測量Measurementofsteeltrussgroundassemblyprocess拼裝胎架預(yù)埋件的定位測量Positioningmeasurementofassembledtireframeembeddedparts構(gòu)件在地面上的投影線的放樣Theloftingoftheprojectionlineofthecomponentontheground構(gòu)件拼裝過程中及完成后的校正測量Correctivemeasurementsduringandaftercomponentassembly鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures胎架定位測量時(shí)，根據(jù)胎架預(yù)埋件的設(shè)計(jì)位置Thetireframepositioningmeasurementisbasedonthedesignpositionofthetireframeembeddedparts在圖紙上根據(jù)已有平面控制點(diǎn)的位置計(jì)算出胎架預(yù)埋板中心點(diǎn)的相對(duì)坐標(biāo)Therelativecoordinatesofthecenterpointofthetireframeembeddedplatearecalculatedonthedrawingaccordingtothepositionoftheexistingplanecontrolpoint1利用全站儀測設(shè)出該點(diǎn)位置Thelocationofthepointismeasuredusingatotalstation2鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures依次將桁架弦桿、腹桿吊上胎架，按平面及高程控制點(diǎn)用智能全站儀進(jìn)行精確定位。Thetrusschordandwebrodarehoistedontothetireframeinturn,andtheintelligenttotalstationisusedtoaccuratelypositionaccordingtotheplaneandelevationcontrolpoints.定位時(shí)以地面上的投影線為基準(zhǔn)進(jìn)行檢查，并注意節(jié)點(diǎn)間的組裝間隙，測量合格后進(jìn)行臨時(shí)固定。Whenpositioning,checkwiththeprojectionlineonthegroundasthereference,payattentiontotheassemblygapbetweennodes,andtemporarilyfixitafterthemeasurementisqualified.工程案例Engineeringcases三亞國際免稅城SanyaInternationalDutyFreeCity鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures桁架所有桿件都拼裝定位后，進(jìn)行整體和節(jié)點(diǎn)測量，保證其桿件拼裝位置在允許偏差范圍內(nèi)，如有部分桿件超標(biāo)，應(yīng)進(jìn)行校正與修正。Afterallmembersofthetrussareassembledandpositioned,theoverallandnodemeasurementsarecarriedouttoensurethattheassemblypositionofthemembersiswithintheallowabledeviationrange,andifsomemembersexceedthestandard,theyshouldbecorrectedandcorrected.工程案例Engineeringcases三亞國際免稅城SanyaInternationalDutyFreeCity鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures節(jié)點(diǎn)定位平、立面圖Nodepositioningflatandelevationview依據(jù)Basis過程process鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology鋼結(jié)構(gòu)深化設(shè)計(jì)Steelstructuredetaileddesign設(shè)計(jì)院的施工圖Constructiondrawingsofthedesigninstitute計(jì)算書Calculationbook其它相關(guān)資料Otherrelevantinformation專業(yè)深化設(shè)計(jì)軟件平臺(tái)Professionaldetaileddesignsoftwareplatform建立三維實(shí)體模型Build3Dsolidmodels計(jì)算節(jié)點(diǎn)坐標(biāo)定位調(diào)整值Calculatethenodecoordinateadjustmentvalue生成結(jié)構(gòu)安裝布置圖Generatestructuralinstallationlayoutdrawings生成零構(gòu)件圖Generatezero-componentdiagrams生成報(bào)表清單Generateareportmanifest鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology鋼結(jié)構(gòu)深化設(shè)計(jì)三維建模3Dmodelingofsteelstructuredetailingdesign傳統(tǒng)的“放樣出圖”Traditional"loftingplots"施工全過程Thewholeprocessofconstruction延伸extend信息傳感設(shè)備Informationsensingdevices網(wǎng)絡(luò)技術(shù)Networktechnology鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology物聯(lián)網(wǎng)技術(shù)InternetofThingstechnology射頻識(shí)別(RFID)Radiofrequencyidentification紅外感應(yīng)器Infraredsensor物品與互聯(lián)網(wǎng)相連接ItemsareconnectedtotheInternet信息交換和通訊Informationexchangeandcommunication實(shí)現(xiàn)智能化識(shí)別、定位、追蹤、監(jiān)控和管理Realizeintelligentidentification,positioning,tracking,monitoringandmanagement鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology提高施工效率、產(chǎn)品質(zhì)量和企業(yè)創(chuàng)新能力。Improveconstructionefficiency,productqualityandenterpriseinnovationability.人員、材料、機(jī)器、產(chǎn)品等與施工管理、決策建立更為密切的關(guān)系。Personnel,materials,machines,products,etc.aremorecloselyrelatedtoconstructionmanagementanddecision-making.進(jìn)一步將信息與BIM模型進(jìn)行關(guān)聯(lián)。FurthercorrelateinformationwithBIMmodels.改善施工數(shù)據(jù)的采集、傳遞、存儲(chǔ)、分析、使用等環(huán)節(jié)。Improvethecollection,transmission,storage,analysisanduseofconstructiondata.提升產(chǎn)品制造和企業(yè)管理的信息化管理水平。Improvetheinformationmanagementlevelofproductmanufacturingandenterprisemanagement.鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology深化設(shè)計(jì)階段Detaileddesignphase統(tǒng)一軟件平臺(tái)Unifiedsoftwareplatform01人員協(xié)同管理Collaborativemanagementofpersonnel02軟件基礎(chǔ)數(shù)據(jù)配置Softwarebasicdataconfiguration03模型構(gòu)件唯一性Modelartifactuniqueness04零件的截面類型匹配Thecross-sectiontypeofthepartmatches05模型材質(zhì)匹配Modelmaterialmatching06鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology搭建必要的網(wǎng)絡(luò)、硬件環(huán)境Buildthenecessarynetworkandhardwareenvironment實(shí)現(xiàn)數(shù)控設(shè)備的聯(lián)網(wǎng)管理RealizethenetworkmanagementofCNCequipment監(jiān)控設(shè)備運(yùn)轉(zhuǎn)情況Monitorequipmentoperation提高設(shè)備管理的工作效率和質(zhì)量Improvetheefficiencyandqualityofdevicemanagement鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology物聯(lián)網(wǎng)技術(shù)收集的信息與BIM模型進(jìn)行關(guān)聯(lián)TheinformationcollectedbyIoTtechnologyiscorrelatedwithBIMmodels從BIM模型中獲取、更新與本崗位相關(guān)的信息ObtainandupdateinformationrelatedtothispositionfromtheBIMmodel指導(dǎo)實(shí)際工作Guidethepracticalwork將相應(yīng)工作的成果更新到BIM模型中UpdatetheresultsofthecorrespondingworkintotheBIMmodel對(duì)鋼結(jié)構(gòu)施工信息做出正確理解和高效共享Makeacorrectunderstandingandefficientsharingofsteelstructureconstructioninformation鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology打造扎實(shí)、可靠、全面、可行的物聯(lián)網(wǎng)協(xié)同管理軟件平臺(tái)Buildasolid,reliable,comprehensiveandfeasibleIoTcollaborativemanagementsoftwareplatform施工數(shù)據(jù)的采集、傳遞、存儲(chǔ)、分析使用等環(huán)節(jié)進(jìn)行規(guī)范化管理Thecollection,transmission,storage,analysisanduseofconstructiondatashallbestandardizedmanagement進(jìn)一步挖掘數(shù)據(jù)價(jià)值Furtherexplorethevalueofdata服務(wù)企業(yè)運(yùn)營Servebusinessoperations鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology技術(shù)指標(biāo)Technicalindicators按照深化設(shè)計(jì)標(biāo)準(zhǔn)、要求等統(tǒng)一產(chǎn)品編碼。Unifiedproductcodingaccordingtodetaileddesignstandards,requirements,etc.01按照企業(yè)自身管理規(guī)章等要求統(tǒng)一施工要素編碼。Unifiedcodingofconstructionelementsinaccordancewiththerequirementsoftheenterprise'sownmanagementregulations.02提高數(shù)字化施工水平。Improvedigitalconstruction.03充分利用工業(yè)以太網(wǎng)，進(jìn)行產(chǎn)品全生命期管理。TakeadvantageofIndustrialEthernetforproductlifecyclemanagement.04搭建自動(dòng)化、柔性化、智能化的生產(chǎn)線，實(shí)現(xiàn)信息互聯(lián)互通和有效集成。Buildautomated,flexibleandintelligentproductionlinestoachieveinformationinterconnectionandeffectiveintegration.05基于物聯(lián)網(wǎng)技術(shù)的應(yīng)用。ApplicationbasedonIoTtechnology.06鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology工程案例Engineeringcases在項(xiàng)目鋼結(jié)構(gòu)施工過程中，深化設(shè)計(jì)階段，按照施工單位的企業(yè)標(biāo)準(zhǔn)《鋼結(jié)構(gòu)深化設(shè)計(jì)三維建模標(biāo)準(zhǔn)》、《鋼結(jié)構(gòu)深化設(shè)計(jì)圖紙繪制標(biāo)準(zhǔn)》等，進(jìn)行標(biāo)準(zhǔn)化建模，統(tǒng)一了零構(gòu)件的命名，提供了可追溯的產(chǎn)品編碼。Intheprocessofsteelstructureconstructionoftheproject,inthestageofdetaileddesign,standardizedmodelingiscarriedoutinaccordancewiththeenterprisestandardsoftheconstructionunit"SteelStructureDetailedDesign3DModelingStandard"and"SteelStructureDetailedDesignDrawingDrawingStandard",unifyingthenamingofzerocomponents,andprovidingtraceableproductcodes.武漢中心項(xiàng)目WuhanCenterProject鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology材料管理階段Materialmanagementphase鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology生產(chǎn)施工階段Productionconstructionphase鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredeepeningdesignandInternetofThingsapplicationtechnology物聯(lián)網(wǎng)技術(shù)采集施工信息IoTtechnologycollectsconstructioninformation企業(yè)資源計(jì)劃管理系統(tǒng)（ERP）EnterpriseResourcePlanningManagementSystem(ERP)制造執(zhí)行系統(tǒng)（MES）ManufacturingExecutionSystem(MES)供應(yīng)鏈管理系統(tǒng)（SCM）SupplyChainManagementSystem(SCM)客戶管理系統(tǒng)（CRM）CustomerManagementSystem(CRM)倉儲(chǔ)管理系統(tǒng)（WMS）WarehouseManagementSystem(WMS)經(jīng)through提高improve項(xiàng)目管控水平Thelevelofprojectcontrol優(yōu)點(diǎn)advantage結(jié)構(gòu)形式Structuralform鋼結(jié)構(gòu)新技術(shù)Highperformancesteelapplicationtechnology課程回顧C(jī)ourseReview輕質(zhì)高強(qiáng)Lightweightandhighstrength良好的塑性韌性Goodplasticityandtoughness均勻的材質(zhì)Homogeneousmaterial工業(yè)化程度高Highdegreeofindustrialization空間利用率高Highspaceutilization造型多樣Diverseshapes國內(nèi)、國際大跨度、大空間、超高層、體型復(fù)雜的主要結(jié)構(gòu)形式Domesticandinternationallargespan,largespace,superhigh-rise,complexbodyshapeofthemainstructuralform鋼結(jié)構(gòu)新技術(shù)Highperformancesteelapplicationtechnology課程回顧C(jī)ourseReview高性能鋼材High-performancesteel新施工方法Newconstructionmethods新焊接工藝Newweldingprocess三維掃描技術(shù)3DscanningtechnologyBIM技術(shù)應(yīng)用BIMtechnologyapplication高性能鋼材應(yīng)用技術(shù)High-performancesteelapplicationtechnology鋼結(jié)構(gòu)深化設(shè)計(jì)與物聯(lián)網(wǎng)應(yīng)用技術(shù)SteelstructuredetaileddesignandInternetofthingsapplicationtechnology鋼結(jié)構(gòu)智能測量技術(shù)Intelligentmeasurementtechnologyforsteelstructures鋼結(jié)構(gòu)虛擬預(yù)拼裝技術(shù)Steelstructurevirtualpre-assemblytechnology鋼結(jié)構(gòu)高效焊接技術(shù)Efficientweldingtechnologyforsteelstructures鋼結(jié)構(gòu)滑移、頂（提）升施工技術(shù)Steelstructureslip,jacking(lifting)constructiontechnology鋼結(jié)構(gòu)防火防腐技術(shù)Steelstructurefireandcorrosionpreventiontechnology鋼與混凝土組合結(jié)構(gòu)應(yīng)用技術(shù)Applicationtechnologyofsteelandconcretecompositestructure索結(jié)構(gòu)應(yīng)用技術(shù)Cablestructureapplicationtechnology鋼結(jié)構(gòu)住宅應(yīng)用技術(shù)Steelstructureresidentialapplicationtechnology鋼結(jié)構(gòu)新技術(shù)Highperformancesteelapplicationtechnology高性能鋼材應(yīng)用技術(shù)High-performancesteelapplicationtechnology震害調(diào)查Earthquakedamageinvestigation鋼結(jié)構(gòu)的抗震性能Seismicperformanceofsteelstructure鋼筋混凝土結(jié)構(gòu)Reinforcedconcretestructure優(yōu)于Betterthan鋼結(jié)構(gòu)的脆性斷裂是易發(fā)生的現(xiàn)象。Thebrittlefractureofsteelstructuresisaphenomenonthatispronetooccur.鋼材的性能是影響結(jié)構(gòu)抗震性能的主要因素。Thepropertiesofsteelarethemainfactorsaffectingtheseismicperformanceofthestructure.高性能鋼材應(yīng)用技術(shù)Highperformancesteelapplicationtechnology高性能建筑結(jié)構(gòu)鋼材的使用Theuseofstructuralsteelforhigh-performancebuildings控制鋼材屈服強(qiáng)度Controlsteelyieldstrength使用較低的屈強(qiáng)比Usealoweryieldratio較高韌性的鋼材Steelwithhightoughness良好可焊性的鋼材Steelwithgoodweldability改善鋼材性能Improvedsteelproperties結(jié)構(gòu)抗震性能Seismicperformanceofthestructure提高improve高性能鋼材應(yīng)用技術(shù)Highperformancesteelapplicationtechnology建筑鋼結(jié)構(gòu)抗震設(shè)計(jì)規(guī)定Regulationsonseismicdesignofbuildingsteelstructures鋼材的屈服強(qiáng)度實(shí)測值與抗拉強(qiáng)度實(shí)測值不應(yīng)大于0.85；Themeasuredvalueofyieldstrengthandtensilestrengthofsteelshouldnotbegreaterthan0.85;鋼材應(yīng)有明顯的屈服臺(tái)階；Thesteelshouldhaveobviousyieldsteps;伸長率應(yīng)大于20%；Theelongationshouldbegreaterthan20%;鋼材要具有良好的可焊性和沖擊韌性。Steelshouldhavegoodweldabilityandimpacttoughness.高性能鋼材應(yīng)用技術(shù)HighperformancesteelapplicationtechnologyGB/T4171，有Q415NH、Q460NH、Q500NH、Q550NH屬于高強(qiáng)鋼范圍；GB/T4171,Q415NH,Q460NH,Q500NH,Q550NHbelongtotherangeofhigh-strengthsteel;《耐候結(jié)構(gòu)鋼》《WeatheringStructuralSteel》GB/T714有九個(gè)牌號(hào)，其中Q420q、Q460q、Q500q、Q550q、Q620q、Q690q屬高強(qiáng)鋼范圍；GB/T714hasninegrades,ofwhichQ420q,Q460q,Q500q,Q550q,Q620q,Q690qbelongtotherangeofhigh-strengthsteel《橋梁用結(jié)構(gòu)鋼》《Structuralsteelforbridges》GB/T19879有Q390GJ、Q420GJ、Q460GJ三個(gè)牌號(hào)屬于高強(qiáng)鋼范圍；GB/T19879hasthreegradesofQ390GJ,Q420GJ,Q460GJandbelongtotherangeofhigh-strengthsteel;《建筑結(jié)構(gòu)用鋼》《SteelforBuildingStructure》GB/T1591中規(guī)定八個(gè)牌號(hào)，其中Q390、Q420、Q460、Q500、Q550、Q620、Q690屬高強(qiáng)鋼范圍；GB/T1591specifieseightgrades,