简介:摘 要:钢桁梁拼装支架不设置滑道,前端不设置导梁,两联之间不用设置临时连接杆件,后置式水平千斤顶与钢梁一起移动至设计位置,使钢梁拼装支架施工由水上作业变为岸上工厂化施工,确保了钢梁拼装的质量、安全。每拼装一联完成,即可进行顶推,钢梁顶推出支架平台平台后即可进行下一联拼装,缩短了施工周期。可实现多联逐跨顶推,节省了大量的临时杆件、导梁、滑道和设备的投入,降低工程造价。单联双跨钢桁梁无导梁顶推技术,保证工程质量,减少安全风险,缩短建设工期,经济效益和社会效益显著。
简介:AdditivelymanufacturedTi-6Al-4Vlatticestructureshavefoundimportantnicheapplications.However,theyoftenshowinsufficientcompressiveductilityorinsufficientstructuralintegrity.Inthisstudy,abatchof45octahedralTi-6Al-4Vlatticestructureswasmanufacturedinthreedifferentstrutdiameters(0.5,1.0,1.5mm)byselectiveelectronbeammelting(SEBM).Theinfluenceofpost-SEBMannealingonthecompressivedeformationcharacteristicsofthelatticestructurewasinvestigated.Theas-builtTi-6AI-4Vlatticesfragmentedwhenthecompressivestrainreached13%-23%dependingonstrutdiameter.Annealingat950℃(Ptransustemperature:995℃)onlyslightlyimprovedthecompressiveductilityofthelatticestructures.However,annealingat1050℃(p-annealing)fundamentallychangedthecompressivedeformationmodeofthelatticestructures.Theresultantcompressivestress-straincurvewasfeaturedbyalongsmoothplateauandnofactureoccurredevenaftersignificantdensificationofthelatticestructurehadtakenplace(>50%ofcompressivestrain).