某带夹层门式刚架厂房设计应注意的一些问题

第28卷第5期佳木斯大学学报(自然科学版)Vo.l28No.52010年09月JournalofJiamusiUniversity(NaturalScienceEdition)Sep.2010:1008-1402(2010)05-0698-03,,(,430014):本文主要是针对一门式刚架工业厂房设计,由于其带有夹层,与一般工业厂房设计有所不同.该厂房檐口高度和柱距不是标准模数,导致不能套用一般图集进行设计,这就需要采用3D3S软件进行单榀设计.另外其夹层是混凝土楼板,故该部分应按钢框架进行设计,为此还需要用PKPM软件进行整体模型计算,考虑楼板的整体刚度以及地震作用.:带夹层门式刚架厂房;工业厂房设计;结构计算:T27.03:A0.,,,.,,,,.,,.1,,21m+24m+24m,21m,16.7m,1/15,24m,12.1m;7.5m,6m,59m,72m.,21m,12.1m,24m5.6m.1.0.37kN/m2.,0.5kN/m2.,0.5kN/m2.,,25/5,25kN/m2.12,:(1);,,5.6m,,,,,,,,.2.(2);21m24m:2010-08-24:(1984-),,,,.第5期王红军,等:某带夹层门式刚架厂房设计应注意的一些问题4.6m,(GB50009-2001),,,,2.0,,,.3,.2333D3S,,,,.24m,,,3D3S,SATWE,,.3D3S,,45.SATWEPM,,SATWE.,1,,1~4.,SATWE3D3S10%,,,,,,,,,.13D3S1PKPM22/110.9090.9511.04620.9090.9931.09230.8580.9931.15740.8580.9511.10843D3S53D3S4,10,,,,.5,,:(1),,,,,.(2),,699佳木斯大学学报(自然科学版)2010年.(3),,,,.:[1]GB50009-2001[S].:,2001.[2]GB50011-2001[S].:,2001.[3]CECS102:2002[S].:,2002.[4]GB50017-2003[S].:,2003.SomeIssuesonaPortalFrameWorkshopDesignwithMezzanineWANGHong-jun,ZHANGDa-sheng,ZONGJing(WuhanArchitecturalDesignInstitute,Wuhan430014,China)Abstract:Thisarticleisforaportalframeindustrialbuildingdesigning,andforithasmezzanine,itsde-signhassomedifferencetogeneralindustrialworkshopdesign.Corniceheightandcolumnspaceoftheplantsizewerenotstandard,soitsdesigncouldnotbeappliedbyatlasanditisnecessarytouse3D3Ssoftwaretomakesinglepindesign.Inaddition,becauseitsmezzaninewasconcretefloor,thispartshouldbedesignedforsteelframe.TodothisPKPMsoftwaremustbeusedtomakeawholemodelcalculation.Atthesametime,thewholestiffnessandearthquakeofconcretefloorshouldbeconsideredinthedesignaswel.lKeywords:frameworkshopwithmezzanine;industrialworkshopdesign;structurecalculation(697)ExperimentalStudiesontheMechanicalPropertiesofGreenSuperHighStrengthStone-chipConcreteCHENGuo-can1,2(1.CivilEngineeringDepartment,PutianUniversity,Putian351100,China;2.PutianDivision,FujianJiankeInstituteofArchitec-turalDesign,Putian351100,China)Abstract:GreenSuperhighstrengthstone-chipconcrete(GSHSSC)isanewkindofenvironmentallyfriendlyconcretewithultra-highstrengthbeingashighas131.1MPaatthelowerconsumptionof350kgm-3ofcementdevelopedbyusinglocalrawmaterials.Basedonthecompressiveexperimentof23groupsofcubes,10groupsofprismspecimensandsplittingtensiletestsof21groupsandflexuralstrengthexperimentof11groupsofGSHSSC,thispaperdiscussedthemechanicspropertiessuchasthesplit-tensilestrength,theflexuralstrength,theprismcompressivestrength,modulusofdeformationetcofGSHSSC;experimentalresultsshowtha,tGSHSSCexhibitsthecharacteristicsdifferentfromthatofsuperhighstrengthconcrete(SHSC),withthePoissonratioabout0.256higherthanthatofSHSCnearlyremainunchangedduringthecompression,andthera-tioofitssplittingstrengthandflexuralstrengthtocompressivestrengthrangingfrom1/11.7to1/17.8,and1/8.9to1/15.1respectively,andmodulusofdeformationrangingfrom12586-16905MPaislowerthanthatofSHSC/HSCresultingfromthestone-chipsubstitutingforsandwiththelessspecificsurfacethanthatofthefor-mer.Keywords:mechanicalproperties;greensuperhighstrengthstone-chipconcrete;compressivestrength;flexuralstrength;split-tensilestrength;specificstrengthofperunitcement700