中板中板跨中中板中支座中板边支座分布筋
底板底板跨中底板中支座底板边支座
地铁车站结构标准横剖面配筋裂缝验算
准永久M准永久Q支座B板厚h保护层跨度L0折后弯矩①
间距
②
间距
③
间距
④
间距配筋面积配筋率裂缝宽度
砼等钢筋牌(KN·m)(KN/m)(mm)(mm)(mm)(mm)(KN·m)(mm)@(mm)(mm)@(mm)(mm)@(mm)(mm)@(mm)（mm2
）%(mm)级
号
1404.955————130035144001404.9632@15032@3000@3000@30080420.620.154C35HRB4002128.1852600130050144001957.7232@15032@30028@1500@300121470.930.164C35HRB40018378181100130050144001537.1432@1500@30028@1500@30094670.730.153C35HRB400200
0
0
1300
35
14400
200.00
18
@150
0
@
300
0
@300
0
@300
1696
0.13
0.041
C35HRB400
准永久M准永久Q支座B板厚h保护层跨度L0折后弯矩①间距②间距③间距④间距配筋面积配筋率裂缝宽度
砼等钢筋牌(KN·m)(KN/m)(mm)(mm)(mm)(mm)(KN·m)(mm)@(mm)(mm)@(mm)(mm)@(mm)(mm)@(mm)（mm2）%(mm)级
号
100————400307350100.0020@1500@3000@3000@30020940.520.062C35HRB4001006960040030735086.2020@1500@3000@3000@30020940.520.052C35HRB4001009670040030735077.6020@1500@3000@3000@30020940.520.047C35HRB400100
0
0
400
20
7350
100.00
18
@150
0
@
300
0
@300
0
@300
1696
0.42
0.100
C35HRB400
准永久M准永久Q支座B板厚h保护层跨度L0折后弯矩①间距②间距③间距④间距配筋面积配筋率裂缝宽度
砼等钢筋牌(KN·m)(KN/m)(mm)(mm)(mm)(mm)(KN·m)(mm)@(mm)(mm)@(mm)(mm)@(mm)(mm)@(mm)（mm2）%(mm)级
号
1301.11————140035144001301.1128@15028@3000@3000@30061580.440.146C35HRB4002553.2804600140050144002392.4032@15032@30032@1500@300134040.960.178C35HRB4001294.1
690
1100
1400
50
14400
1041.10
32
@150
0
@
300
0
@300
0
@300
5362
0.38
0.122
C35HRB400
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