短肢剪力墙的配箍绿(hoop green of short limb shear wall)

短肢剪力墙的配箍绿(hoop green of short limb shear wall)

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时间:2018-12-10

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1、短肢剪力墙的配箍绿(Hoopgreenofshortlimbshearwall)ThereinforcementproblemofshortlegshearwallstructureinnonseismicareaisdiscussedNonseismiczone15storeyshortshearwallstructurereinforcement,allthelongitudinalreinforcementofshortpiershearwallsectionrateaccordingtothenumberandstructuredesignfor?Howtoconfigure

2、theedgemembersofstirrupstirrupratio,tomeettherequirements?1.nonseismicarea15layershortlegshearwallstructure,alllongitudinalreinforcementratioisbesttotake1%,2.thevolumeratioofstirrupsoftheedgecomponentsatisfiestheminimumvolume,thereinforcementratioisgood,thatistosay,thestirrupcharacteristicvalue

3、isv>0.1HoopgreenofshortlimbshearwallAccordingtothediagramgiveninthecurrentspecification,theuseofstirrupsisonlyspecifiedintheshadowareas,ratherthanbydrawingtendons,Thereinforcementshallbeincludedinthestirrupvolumeandstirrupratio.However,manydesignersconsiderpullingthetendonsintothevolumeratio,Th

4、ereasonissimilarcompositestirrups,andthecolumnsofthecolumnsarenotaimedatshearresistance.Todoso,inthesteelbarTherewillbeacertainamountofsavings.Walltocolumnstirrupsingeneralhigh-risebuildingsaremorecommonwithD12@100,ofcourseWell,afterthenewspecification,itcanbasicallymeettherequirementsofvolumes

5、tirrupratio,sothereinforcingbarsintheconstraintcomponentarerequiredConfigurationcanalsobeconfigured.Butinsomecases,forexample,ifasteelbaristobeusedasastirrup,itmaybesimplysealedTheclosedstirrupsaredifficulttosatisfy.Whetherhorizontalreinforcementcanbeincludedinstirrupvolumeandstirrupratioisdeba

6、tedcontinuously.Idon'tthinkthat'srelevanttothespecificationTechnicalexplanationsaredirectlyrelated,orfurther,thenormshouldberesponsibleforthis.BecausethespecificationitselfisnotclearMakesurethattheshearwallsetsupthewallcolumn-nottosaynever,buttothepresentconfigurationThemethodisnotexplainedbeca

7、usethemethodofdrawingtheLc=0.2HwisclosetothereinforcementofthedeepbeamBothdesignandconstructionhavebroughtsometrouble.IpersonallyrecommendnotcountingtheroleofhorizontalreinforcementbecauseofthelevelTheanchoringoftheendofthetendoni

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