梁箍筋面積表

1、實(shí)配分布筋A(yù) 8300(2) A 8250(2) A 8220(2) A 8200(2) A 8190(2)A 8180(2) A 8170(2)A 8160(2) A 8150(2)A 8140(2) A 8130(2) A 8120(2) A 8110(2) A 8100(2)A 8300(4)A 8250(4) A 8220(4)A 8200(4) A 8190(4) A 8180(4)計(jì)算面積G0.3G0.4G0.4G1.0G0.5G0.5G0.6G0.6G0.6G0.7G0.7G0.8G0.9G1.0G0.6G0.8G0.9G1.0G1.0G1.1梁箍筋面積表級(jí)鋼實(shí)配分布筋計(jì)算面積A

2、 10300(2)G0.5A 10250(2)G0.6A 10220(2)G0.7A 10200(2)G0.7A 10190(2)G0.8A 10180(2)G0.8A 10170(2)G0.9A 10160(2)G0.9A 10150(2)G1.0A 10140(2)G1.1A 10130(2)G1.2A 10120(2)G1.3A10110(2)G1.4A 10100(2)G1.5A 10300(4)G1.0A 10250(4)G1.2A 10220(4)G1.4A 10200(4)G1.5A 10190(4)G1.6A 10180(4)G1.7實(shí)配分布筋A(yù) 12300(2) A 1225

3、0(2) A 12220(2) A 12200(2) A 12190(2)A 12180(2) A 12170(2)A 12160(2) A 12150(2)A 12140(2) A 12130(2) A 12120(2) A 12110(2) A 12100(2)A 12300(4)A 12250(4) A 12220(4)A 12200(4) A 12190(4) A 12180(4).計(jì)算面積G0.7G0.9G1.0G1.1G1.1G1.2G1.3G1.4G1.5G1.6G1.7G1.8G2.0G2.2G1.5G1.8G2.0G2.2G2.3G2.5'.A 8170(4)G1.1

4、A 10170(4)G1.8A 12170(4)G2.6A 8160(4)G1.2A 10160(4)G1.9A 12160(4)G2.8A 8150(4)G1.3A 10150(4)G2.0A 12150(4)G3.0A 8140(4)G1.4A 10140(4)G2.2A 12140(4)G3.2A 8130(4)G1.5A 10130(4)G2.4A 12130(4)G3.4A 8120(4)G1.6A 10120(4)G2.6A 12120(4)G3.7A 8110(4)G1.8A10110(4)G2.8A 12110(4)G4.1A 8100(4)G2.0A 10100(4)G3.1

5、A 12100(4)G4.5注：鋼筋均為一級(jí)鋼，電算箍筋間距100。實(shí)配分布筋B8300(2)B8250(2)B8220(2)B8200(2)B8190(2)B8180(2)B8170(2)B8160(2)B8150(2)B8140(2)B8130(2)B8120(2)計(jì)算面積G0.4G0.5G0.6G0.7G0.7G0.8G0.8G0.9G0.9G1.0G1.1G1.2梁箍筋面積表級(jí)鋼實(shí)配分布筋計(jì)算面積B10300(2)G0.7B10250(2)G0.9B10220(2)G1.0B10200(2)G1.1B10190(2)G1.1B10180(2)G1.2B10170(2)G1.3B1016

6、0(2)G1.4B10150(2)G1.5B10140(2)G1.6B10130(2)G1.7B10120(2)G1.8實(shí)配分布筋B12300(2)B12250(2)B12220(2)B12200(2)B12190(2)B12180(2)B12170(2)B12160(2)B12150(2)B12140(2)B12130(2)B12120(2)計(jì)算面積G1.0G1.2G1.4G1.6G1.7G1.8G1.9G2.0G2.1G2.3G2.4G2.6'.B8110(2)B8100(2)B8300(4)B8250(4)B8220(4)B8200(4)B8190(4)B8180(4)B8170

7、(4)B8160(4)B8150(4)B8140(4)B8130(4)B8120(4)B8110(4)B8100(4)G1.3G1.4G0.9G1.1G1.3G1.4G1.5G1.6G1.7G1.8G1.9G2.0G2.2G2.4G2.6G2.8B10110(2)B10100(2)B10300(4)B10250(4)B10220(4)B10200(4)B10190(4)B10180(4)B10170(4)B10160(4)B10150(4)B10140(4)B10130(4)B10120(4)B10110(4)B10100(4)G2.0G2.2G1.5G1.7G2.0G2.2G2.3G2.4G

8、2.6G2.8G3.0G3.2G3.4G3.7G4.0G4.4B12110(2)B12100(2)B12300(4)B12250(4)B12220(4)B12200(4)B12190(4)B12180(4)B12170(4)B12160(4)B12150(4)B12140(4)B12130(4)B12120(4)B12110(4)B12100(4).G2.9G3.2G2.1G2.5G2.9G3.2G3.4G3.6G3.8G4.0G4.3G4.6G4.9G5.3G5.8G6.4注：二級(jí)鋼均換算成一級(jí)鋼的等效面積，電算箍筋間距100。梁箍筋面積表級(jí)鋼實(shí)配分布筋計(jì)算面積實(shí)配分布筋計(jì)算面積實(shí)配分布筋計(jì)

9、算面積C8300(2)G0.5C10300(2)G0.9C8250(2)G0.6C10250(2)G1.0C8220(2)G0.7C10220(2)G1.2'.C8200(2)C8190(2)C8180(2)C8170(2)C8160(2)C8150(2)C8140(2)C8130(2)C8120(2)C8110(2)C8100(2)C8300(4)C8250(4)C8220(4)C8200(4)C8190(4)C8180(4)C8170(4)C8160(4)C8150(4)C8140(4)G0.8G0.9G0.9G1.0G1.0G1.1G1.2G1.3G1.4G1.5G1.7G1.1G1.3G1.5G1.7G1.8G1.9G2.0G2.1G2.3G2.4C10200(2)C10190(2)C10180(2)C10170(2)C10160(2)C10150(2)C10140(2)C10130(2)C10120(2)C10110(2)C10100(2)C10300(4)C10250(4)C10220(4)C10200(4)C10190(4)C10180(4)C10170(4)C10160(4)C10150(4)C10140(4).G1.3G1.4G1.5G1.5G1.6G1.8G1.9G2.0G2.2G2.4G2.6G1.8G2.1G2.4G2.7G2.8G3.