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) 计算面积 G0.3 G0.4 G0.4 G1.0 G0.5 G0.5 实配分布筋 A 10@300(2) A 10@250(2) A 10@220(2) A 10@200(2) A 10@190(2) 计算面积 G0.5 G0.6 G0.7 G0.7 G0.8 G0.8 实配分布筋 A 12@300(2) A 12@250(2) A 12@220(2) A 12@200(2) A 12@190(2) 计算面积 G0.7 G0.9 G1.0 G1.1 G1.1 G1.2 A8@180(2) A8@170(2) G0.6 G0.6 A8@160(2) A8@150(2) G0.6 G0.7 A8@140(2) A8@130(2) G0.7 G0.8 G0.9 A8@110(2) G1.0 A8@100(2) A 10@180(2) A 10@170(2) G0.9 G0.9 A 10@160(2) A 10@150(2) G1.0 G1.1 A 10@140(2) A 10@130(2) G1.2 A 12@180(2) A 12@170(2) G1.3 G1.4 A 12@160(2) A 12@150(2) G1.5 G1.6 A 12@140(2) G1.7 A 12@130(2) G1.8 G2.0 A 12@110(2) G1.5 G2.2 A 12@100(2) A8@120(2) A 10@120(2) A10@110(2) A 10@100(2) G1.3 G1.4 A 12@120(2) G0.6 A8@300(4) G0.8 A8@250(4) G0.9 A8@220(4) G1.0 A8@200(4) G1.0 A8@190(4) G1.1 G1.0 A 10@300(4) G1.2 A 10@250(4) G1.4 A 10@220(4) G1.5 A 10@200(4) G1.6 A 10@190(4) G1.7 A 10@180(4) A 12@180(4) A 12@190(4) A 12@200(4) A 12@220(4) A 12@250(4) A 12@300(4) G1.5 G1.8 G2.0 G2.2 G2.3 G2.5 A8@180(4) A8@170(4) G1.1 G1.2 A 10@170(4) G1.8 G1.9 A 12@170(4) G2.6 G2.8 A8@160(4) A8@150(4) G1.3 G1.4 A8@140(4) G1.5 A8@130(4) G1.6 A8@120(4) G1.8 A8@110(4) G2.0 A8@100(4) A 10@160(4) A 10@150(4) G2.0 G2.2 A 10@140(4) G2.4 A 10@130(4) G2.6 A 10@120(4) G2.8 A10@110(4) G3.1 A 10@100(4) A 12@160(4) A 12@150(4) G3.0 G3.2 A 12@140(4) G3.4 A 12@130(4) G3.7 A 12@120(4) G4.1 A 12@110(4) G4.5 A 12@100(4) 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 计算面积 G0.4 B8@300(2) G0.5 B8@250(2) G0.6 B8@220(2) G0.7 B8@200(2) G0.7 B8@190(2) G0.8 B8@180(2) G0.8 B8@170(2) G0.9 B8@160(2) G0.9 B8@150(2) G1.0 B8@140(2) G1.1 B8@130(2) G1.2 实配分布筋 计算面积 G0.7 实配分布筋 计算面积 G1.0 B10@300(2) G0.9 B10@250(2) G1.0 B10@220(2) G1.1 B10@200(2) G1.1 B10@190(2) G1.2 B10@180(2) G1.3 B10@170(2) G1.4 B10@160(2) G1.5 B10@150(2) G1.6 B10@140(2) G1.7 B10@130(2) G1.8 B10@120(2) B12@300(2) G1.2 B12@250(2) G1.4 B12@220(2) G1.6 B12@200(2) G1.7 B12@190(2) G1.8 B12@180(2) G1.9 B12@170(2) G2.0 B12@160(2) G2.1 B12@150(2) G2.3 B12@140(2) G2.4 B12@130(2) G2.6 B12@120(2) B8@120(2) B8@110(2) B8@100(2) G1.3 G1.4 B10@110(2) B10@100(2) G2.0 G2.2 B12@110(2) B12@100(2) G2.9 G3.2 B8@300(4) B8@250(4) G0.9 G1.1 G1.3 B10@300(4) B10@250(4) G1.5 G1.7 G2.0 B12@300(4) B12@250(4) G2.1 G2.5 G2.9 B8@220(4) G1.4 B8@200(4) G1.5 B8@190(4) G1.6 B8@180(4) G1.7 B8@170(4) G1.8 B8@160(4) G1.9 B8@150(4) G2.0 B8@140(4) G2.2 B8@130(4) G2.4 B8@120(4) G2.6 B8@110(4) G2.8 B10@220(4) G2.2 B10@200(4) G2.3 B10@190(4) G2.4 B10@180(4) G2.6 B10@170(4) G2.8 B10@160(4) G3.0 B10@150(4) G3.2 B10@140(4) G3.4 B10@130(4) G3.7 B10@120(4) G4.0 B10@110(4) G4.4 B10@100(4) B12@220(4) G3.2 B12@200(4) G3.4 B12@190(4) G3.6 B12@180(4) G3.8 B12@170(4) G4.0 B12@160(4) G4.3 B12@150(4) G4.6 B12@140(4) G4.9 B12@130(4) G5.3 B12@120(4) G5.8 B12@110(4) G6.4 B12@100(4) B8@100(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 计算面积 G0.5 C8@300(2) G0.6 C8@250(2) G0.7 实配分布筋 计算面积 实配分布筋 计算面积 G0.9 C10@300(2) G1.0 C10@250(2) G1.2 C10@220(2) C8@220(2) C8@200(2) C8@190(2) C8@180(2) C8@170(2) C8@160(2) C8@150(2) C8@140(2) C8@130(2) C8@120(2) C8@110(2) G0.8 G0.9 G0.9 G1.0 G1.0 G1.1 G1.2 G1.3 G1.4 G1.5 G1.7 C10@200(2) C10@190(2) C10@180(2) C10@170(2) C10@160(2) C10@150(2) C10@140(2) C10@130(2) C10@120(2) C10@110(2) G1.3 G1.4 G1.5 G1.5 G1.6 G1.8 G1.9 G2.0 G2.2 G2.4 G2.6 C10@100(2) C8@100(2) G1.1 C8@300(4) G1.3 C8@250(4) G1.5 C8@220(4) G1.7 C8@200(4) G1.8 C8@190(4) G1.9 C8@180(4) G2.0 C8@170(4) G2.1 C8@160(4) G2.3 C8@150(4) G2.4 G1.8 C10@300(4) G2.1 C10@250(4) G2.4 C10@220(4) G2.7 C10@200(4) G2.8 C10@190(4) G3.0 C10@180(4) G3.1 C10@170(4) G3.3 C10@160(4) G3.5 C10@150(4) G3.8 C10@140(4) C8@140(4) C8@130(4) G2.6 G2.8 C10@130(4) G4.1 G4.4 C10@120(4) C8@120(4) C8@110(4) G3.1 G3.4 C8@100(4) C10@110(4) G4.9 G5.3 C10@100(4) 注：三级钢均换算成一级钢的等效面积，电算箍筋间距 100