梁箍筋面积表

实配分布筋 A8@300(2) A8@250(2) A8@220(2) A8@200(2) A8@190(2) A8@180(2) A8@170(2) A8@160(2) A8@150(2) A8@140(2) A8@130(2) A8@120(2) A8@110(2) A8@100(2) A8@300(4) A8@250(4) A8@220(4) A8@200(4) A8@190(4) A8@180(4) A8@170(4) 计算面积 G0.3 G0.4 G0.4 G1.0 G0.5 G0.5 G0.6 G0.6 G0.6 G0.7 G0.7 G0.8 G0.9 G1.0 G0.6 G0.8 G0.9 G1.0 G1.0 G1.1 G1.1 实配分布筋 A10@300(2) A10@250(2) A10@220(2) A10@200(2) A10@190(2) A10@180(2) A10@170(2) A10@160(2) A10@150(2) A10@140(2) A10@130(2) A10@120(2) A10@110(2) A10@100(2) A10@300(4) A10@250(4) A10@220(4) A10@200(4) A10@190(4) A10@180(4) A10@170(4) 计算面积 G0.5 G0.6 G0.7 G0.7 G0.8 G0.8 G0.9 G0.9 G1.0 G1.1 G1.2 G1.3 G1.4 G1.5 G1.0 G1.2 G1.4 G1.5 G1.6 G1.7 G1.8 实配分布筋 A12@300(2) A12@250(2) A12@220(2) A12@200(2) A12@190(2) A12@180(2) A12@170(2) A12@160(2) A12@150(2) A12@140(2) A12@130(2) A12@120(2) A12@110(2) A12@100(2) A12@300(4) A12@250(4) A12@220(4) A12@200(4) A12@190(4) A12@180(4) A12@170(4) 计算面积 G0.7 G0.9 G1.0 G1.1 G1.1 G1.2 G1.3 G1.4 G1.5 G1.6 G1.7 G1.8 G2.0 G2.2 G1.5 G1.8 G2.0 G2.2 G2.3 G2.5 G2.6 A8@160(4) A8@150(4) A8@140(4) A8@130(4) A8@120(4) A8@110(4) A8@100(4) G1.2 G1.3 G1.4 G1.5 G1.6 G1.8 G2.0 A10@160(4) A10@150(4) A10@140(4) A10@130(4) A10@120(4) A10@110(4) A10@100(4) G1.9 G2.0 G2.2 G2.4 G2.6 G2.8 G3.1 A12@160(4) A12@150(4) A12@140(4) A12@130(4) A12@120(4) A12@110(4) A12@100(4) G2.8 G3.0 G3.2 G3.4 G3.7 G4.1 G4.5 注：钢筋均为一级钢，电算箍筋间距100。

梁箍筋面积表－Ⅱ级钢

实配分布筋 B8@300(2) B8@250(2) B8@220(2) B8@200(2) B8@190(2) B8@180(2) B8@170(2) B8@160(2) B8@150(2) B8@140(2) B8@130(2) B8@120(2) B8@110(2) B8@100(2) 计算面积 G0.4 G0.5 G0.6 G0.7 G0.7 G0.8 G0.8 G0.9 G0.9 G1.0 G1.1 G1.2 G1.3 G1.4 实配分布筋 B10@300(2) B10@250(2) B10@220(2) B10@200(2) B10@190(2) B10@180(2) B10@170(2) B10@160(2) B10@150(2) B10@140(2) B10@130(2) B10@120(2) B10@110(2) B10@100(2) 计算面积 G0.7 G0.9 G1.0 G1.1 G1.1 G1.2 G1.3 G1.4 G1.5 G1.6 G1.7 G1.8 G2.0 G2.2 实配分布筋 B12@300(2) B12@250(2) B12@220(2) B12@200(2) B12@190(2) B12@180(2) B12@170(2) B12@160(2) B12@150(2) B12@140(2) B12@130(2) B12@120(2) B12@110(2) B12@100(2) 计算面积 G1.0 G1.2 G1.4 G1.6 G1.7 G1.8 G1.9 G2.0 G2.1 G2.3 G2.4 G2.6 G2.9 G3.2 B8@300(4) B8@250(4) B8@220(4) B8@200(4) B8@190(4) B8@180(4) B8@170(4) B8@160(4) B8@150(4) B8@140(4) B8@130(4) B8@120(4) B8@110(4) B8@100(4) G0.9 G1.1 G1.3 G1.4 G1.5 G1.6 G1.7 G1.8 G1.9 G2.0 G2.2 G2.4 G2.6 G2.8 B10@300(4) B10@250(4) B10@220(4) B10@200(4) B10@190(4) B10@180(4) B10@170(4) B10@160(4) B10@150(4) B10@140(4) B10@130(4) B10@120(4) B10@110(4) B10@100(4) G1.5 G1.7 G2.0 G2.2 G2.3 G2.4 G2.6 G2.8 G3.0 G3.2 G3.4 G3.7 G4.0 G4.4 B12@300(4) B12@250(4) B12@220(4) B12@200(4) B12@190(4) B12@180(4) B12@170(4) B12@160(4) B12@150(4) B12@140(4) B12@130(4) B12@120(4) B12@110(4) B12@100(4) G2.1 G2.5 G2.9 G3.2 G3.4 G3.6 G3.8 G4.0 G4.3 G4.6 G4.9 G5.3 G5.8 G6.4 注：二级钢均换算成一级钢的等效面积，电算箍筋间距100。

梁箍筋面积表－Ⅲ级钢

实配分布筋 C8@300(2) C8@250(2) C8@220(2) C8@200(2) C8@190(2) C8@180(2) 计算面积 G0.5 G0.6 G0.7 G0.8 G0.9 G0.9 实配分布筋 C10@300(2) C10@250(2) C10@220(2) C10@200(2) C10@190(2) C10@180(2) 计算面积 G0.9 G1.0 G1.2 G1.3 G1.4 G1.5 实配分布筋 计算面积 C8@170(2) C8@160(2) C8@150(2) C8@140(2) C8@130(2) C8@120(2) C8@110(2) C8@100(2) C8@300(4) C8@250(4) C8@220(4) C8@200(4) C8@190(4) C8@180(4) C8@170(4) C8@160(4) C8@150(4) C8@140(4) C8@130(4) C8@120(4) C8@110(4) C8@100(4) G1.0 G1.0 G1.1 G1.2 G1.3 G1.4 G1.5 G1.7 G1.1 G1.3 G1.5 G1.7 G1.8 G1.9 G2.0 G2.1 G2.3 G2.4 G2.6 G2.8 G3.1 G3.4 C10@170(2) C10@160(2) C10@150(2) C10@140(2) C10@130(2) C10@120(2) C10@110(2) C10@100(2) C10@300(4) C10@250(4) C10@220(4) C10@200(4) C10@190(4) C10@180(4) C10@170(4) C10@160(4) C10@150(4) C10@140(4) C10@130(4) C10@120(4) C10@110(4) C10@100(4) G1.5 G1.6 G1.8 G1.9 G2.0 G2.2 G2.4 G2.6 G1.8 G2.1 G2.4 G2.7 G2.8 G3.0 G3.1 G3.3 G3.5 G3.8 G4.1 G4.4 G4.9 G5.3 注：三级钢均换算成一级钢的等效面积，电算箍筋间距100。