图8.13钢筋混凝土条形基础底板受力钢筋布置示意

300厚灰土－240砖墙墙下无筋条形基础选用表

粮油标准300厚灰土370砖墙墙下无筋条形基础选用表

450厚灰－240砖墙墙下无筋条形基础选用表

450厚灰土一370砖墙墙下无筋条形基础选用表

300厚灰土－390砌块墙墙下无筋条形基础选用表

450厚灰土一190砌块墙墙下无筋条形基础选用表

390450厚灰土一390砌块墙墙下无筋条形基础选用表(室内地坪)±0.000基础编号灰土厚度h墙厚基础宽度b放脚宽度bo灰土台阶宽度b1放脚合阶数放脚高度ho(mm)(mm)(mm)(mm)(mm)19(200)(mm)HQJ3D0645039060039010510g.,10g.100HQJ3D074503907003901550[10611HQJ3D084503908005901051200对HQJ3D094503909005901551200校HQJ3D1045039010005902051200详工程设计HQJ3D1145039011007901552 400HQJ3D1245039012007902052b400计bebHQJ3D1345039013007902552400设HQJ3DXX内墙剖面HQJ3D1445039014009902053600HQJ3D154503901500990255600390HQJ3D16450390160011902054800(室内地坪)HQJ3D17450390170011902554800±0.000JQL4HQJ3D18450390180013902051000室外地坪HQJ3D19450390190013902555100010g,109.100HQJ3D2045039020001590205612001001THQJ3D214503902100159025561200002HQJ3D2245039022001790205714002HQJ3D234503902300179025571400HQJ3D2445039024001990205801600二详工程设计HQJ3D254503902500199025581600bo注：当不设JOL时，应设防激照。bHQJ3DXX外墙剖面图名450厚灰±—390砌块图集号甘12G3培下无筋条形基磁选用表页次18

核300厚灰土—240砖墙—Pki=90KPa墙下钢筋混凝土条形基础选用表审Fx灰土宽度b钢筋砼基础宽度bo基础高度Ha主第①基础编号Fx灰土宽度b基础编号钢筋砼基础宽度bo基础高度He(kN/m)主第①(kN/m)(mm)(mm)(mm)(mm)(mm)(mm)J2B14091261400800200$100200J2B14101401400800200+100200J2B15091351500900200$106200J2B15101501500900200+100200J2B160914416001000250$100200J2B161016016001000250+100200校J2B170915317001100250$100200J2B171017017001100250+100200J2B180916218001200300+100170J2B181018018001200250$100180J2B190917119001300300$100170J2B191019019001300300$109170计J2B200918020001400300+100170J2B201020020001400300+100160设J2B210918921001500300+100150J2B211021021001500300±120200J2B220919822001600300垒120200J2B221022022001600300±120190J2B230920723001700300座120190J2B231023023001700300坐120170J2B240921624001800350垒120200J2B241024024001800350±120180J2B250922525001900350±120180J2B251025025001900350±120160J2B260923426002000350垒120160J2B261026026002000400±129170J2B270924327002100400120170J2B271027027002100400±120150J2B280925228002200400坐126150J2B281028028002200400±120140J2B290926129002300400坐120140J2B291029029002300400±120120J2B300927030002400400±120130J2B301030030002400400±120110300厚灰土—240砖墙—Rj=90、100kPa图集号甘12G3图名墙下钢筋混凝土条形基础选用表页次23

300厚灰土—240砖墙一Pki=110KPa墙下钢筋混凝土条形基础选

300厚灰土一240砖墙一Pki=120KPa墙下钢筋混凝土条形基础选

00厚灰土一240砖墙一Pki=130KPa增下钢筋混凝土条形基础选用表

00厚灰土—240砖墙一Pki=140KPa墙下钢筋混凝土条形基础选用表

300厚灰土一240砖增—Pki=160KPa墙下钢筋混凝土条形基础选用

500厚灰土—240砖墙一Pkj=170KPa增下钢筋混凝土条形基础选用表

00厚灰土一240砖墙一Pki=180KPa增下钢筋混凝土条形基础选用表

300厚灰土一240砖墙一Pki=190KPa墙下钢筋混凝土条形基础选月

300厚灰土一240砖墙一Pki=200KPa墙下钢筋混凝土条形基础选月

450厚灰土240砖墙一Rki=110KPa墙下钢筋混凝土条形基础选用

450厚灰土一240砖墙一Rki=170KPa增下钢筋混凝土条形基础选月

核300厚灰±—370砖墙—Rki=990KPa墙下钢筋混凝土条形基础选用表300厚灰土一370砖墙一Pk:=100KPa墙下钢筋混凝土条形基础选用表审基础编号灰土宽度b钢筋砼基础宽度bo基础高度Ho主筋①基础编号Ft灰土宽度b钢筋砼基础宽度bo基础高度Ho(kN/m)(mm)(mm)(kN/m)(mm)(mm)主筋①(mm)(mm)J2C15091351500900200+100200J2C15101501500900200+100200J2C160914416001000200$100200J2C161016016001000200+100200J2C170915317001100250+100200J2C171017017001100250+100200校J2C180916218001200250$100200J2C181018018001200250$109200J2C190917119001300300$100170J2C191019019001300300+100170J2C200918020001400300100170J2C201020020001400300+100170计J2C210918921001500300$100170J2C211021021001500300+100170设J2C220919822001600300$100160J2C221022022001600300+100140J2C230920723001700300100140J2C231023023001700300±120200J2C240921624001800300垒120190J2C241024024001800350±120200J2C250922525001900350垒120200J2C251025025001900350±120190J2C260923426002000350垒120180J2C261026026002000350±129170J2C270924327002100350垒120160J2C271027027002100400±120170J2C280925228002200400垒120170J2C281028028002200400±120160J2C290926129002300400±120160J2C291029029002300400±120140J2C300927030002400400120140J2C301030030002400400±120130300厚灰±—370砖墙—R;=90、100kPa图集号甘12G3图增下钢筋混凝土条形基础选用表页次39

北京标准规范范本00厚灰土—370砖增一Pki=110KPa增下钢筋混凝土条形基础选用表

00厚灰土一370砖墙一Rki=120KPa增下钢筋混凝土条形基础选用表

300厚灰土—370砖墙一Pki=130KPa墙下钢筋混凝土条形基础选用

300厚灰土—370砖墙一Pki=140KPa墙下钢筋混凝土条形基础选用表

00厚灰土—370砖墙一Pki=170KPa墙下钢筋混凝土条形基础选用表

环境标准300厚灰土—370砖墙一Pki=200KPa墙下钢筋混凝土条形基碘选月

450厚灰土一370砖墙一Rki=140KPa墙下钢筋混凝土条形基础选用表

450厚灰土—370砖墙一Rki=180KPa增下钢筋混凝土条形基础选用表