梁箍筋面积表

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1、梁箍筋面积表－Ⅰ级钢 实配分布筋 计算面积 实配分布筋 计算面积 实配分布筋 计算面积 A8@300(2) G0.3 A10@300(2) G0.5 A12@300(2) G0.7 A8@250(2) G0.4 A10@250(2) G0.6 A12@250(2) G0.9 A8@220(2) G0.4 A10@220(2) G0.7 A12@220(2) G1.0 A8@200(2) G1.0 A10@200(2) G0.7 A12@200(2) G1.1 A8@190(2) G0.5 A10@190(2) G0.8 A1

2、2@190(2) G1.1 A8@180(2) G0.5 A10@180(2) G0.8 A12@180(2) G1.2 A8@170(2) G0.6 A10@170(2) G0.9 A12@170(2) G1.3 A8@160(2) G0.6 A10@160(2) G0.9 A12@160(2) G1.4 A8@150(2) G0.6 A10@150(2) G1.0 A12@150(2) G1.5 A8@140(2) G0.7 A10@140(2) G1.1 A12@140(2) G1.6 A8@130(2) G0.7 A1

3、0@130(2) G1.2 A12@130(2) G1.7 A8@120(2) G0.8 A10@120(2) G1.3 A12@120(2) G1.8 A8@110(2) G0.9 A10@110(2) G1.4 A12@110(2) G2.0 A8@100(2) G1.0 A10@100(2) G1.5 A12@100(2) G2.2 A8@300(4) G0.6 A10@300(4) G1.0 A12@300(4) G1.5 A8@250(4) G0.8 A10@250(4) G1.2 A12@250

4、(4) G1.8 A8@220(4) G0.9 A10@220(4) G1.4 A12@220(4) G2.0 A8@200(4) G1.0 A10@200(4) G1.5 A12@200(4) G2.2 A8@190(4) G1.0 A10@190(4) G1.6 A12@190(4) G2.3 A8@180(4) G1.1 A10@180(4) G1.7 A12@180(4) G2.5 A8@170(4) G1.1 A10@170(4) G1.8 A12@170(4) G2.6 A8@160(4) G1.2 A10@160

5、(4) G1.9 A12@160(4) G2.8 A8@150(4) G1.3 A10@150(4) G2.0 A12@150(4) G3.0 A8@140(4) G1.4 A10@140(4) G2.2 A12@140(4) G3.2 A8@130(4) G1.5 A10@130(4) G2.4 A12@130(4) G3.4 A8@120(4) G1.6 A10@120(4) G2.6 A12@120(4) G3.7 A8@110(4) G1.8 A10@110(4) G2.8 A12@110(4) G4.1 A8@100

6、(4) G2.0 A10@100(4) G3.1 A12@100(4) 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 计算面积 实配分布筋 计算面积 实配分布筋 计算面积 B8@300(2) G0.4 B10@300(2) G0.7 B12@300(2) G1.0 B8@250(2) G0.5 B10@250(2) G0.9 B12@250(2) G1.2 B8@220(2) G0.6 B10@220(2) G1.0 B12@220(2) G1.4 B8@200(2) G0.7 B1

7、0@200(2) G1.1 B12@200(2) G1.6 B8@190(2) G0.7 B10@190(2) G1.1 B12@190(2) G1.7 B8@180(2) G0.8 B10@180(2) G1.2 B12@180(2) G1.8 B8@170(2) G0.8 B10@170(2) G1.3 B12@170(2) G1.9 B8@160(2) G0.9 B10@160(2) G1.4 B12@160(2) G2.0 B8@150(2) G0.9 B10@150(2) G1.5 B12@150(2) G2.1 B

8、8@140(2) G1.0 B10@140(2) G1.6 B12@140(2) G2.3 B8@130(2) G1.1 B10@130(2) G1.7 B12@130(2) G2.4 B8@120(2) G1.2 B10@120(2) G1.8 B12@120(2) G2.6 B8@110(2) G1.3 B10@110(2) G2.0 B12@110(2) G2.9 B8@100(2) G1.4 B10@100(2) G2.2 B12@100(2) G3.2 B8@300(4) G0.9 B10@300

9、(4) G1.5 B12@300(4) G2.1 B8@250(4) G1.1 B10@250(4) G1.7 B12@250(4) G2.5 B8@220(4) G1.3 B10@220(4) G2.0 B12@220(4) G2.9 B8@200(4) G1.4 B10@200(4) G2.2 B12@200(4) G3.2 B8@190(4) G1.5 B10@190(4) G2.3 B12@190(4) G3.4 B8@180(4) G1.6 B10@180(4) G2.4 B12@180(4) G3.6 B8@170

10、(4) G1.7 B10@170(4) G2.6 B12@170(4) G3.8 B8@160(4) G1.8 B10@160(4) G2.8 B12@160(4) G4.0 B8@150(4) G1.9 B10@150(4) G3.0 B12@150(4) G4.3 B8@140(4) G2.0 B10@140(4) G3.2 B12@140(4) G4.6 B8@130(4) G2.2 B10@130(4) G3.4 B12@130(4) G4.9 B8@120(4) G2.4 B10@120(4) G3.7 B12@12

11、0(4) G5.3 B8@110(4) G2.6 B10@110(4) G4.0 B12@110(4) G5.8 B8@100(4) G2.8 B10@100(4) G4.4 B12@100(4) 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 计算面积 实配分布筋 计算面积 实配分布筋 计算面积 C8@300(2) G0.5 C10@300(2) G0.9 C8@250(2) G0.6 C10@250(2) G1.0 C8@220(2) G0.7 C10@

12、220(2) G1.2 C8@200(2) G0.8 C10@200(2) G1.3 C8@190(2) G0.9 C10@190(2) G1.4 C8@180(2) G0.9 C10@180(2) G1.5 C8@170(2) G1.0 C10@170(2) G1.5 C8@160(2) G1.0 C10@160(2) G1.6 C8@150(2) G1.1 C10@150(2) G1.8 C8@140(2) G1.2 C10@140(2) G1.9 C8@130(2)

13、 G1.3 C10@130(2) G2.0 C8@120(2) G1.4 C10@120(2) G2.2 C8@110(2) G1.5 C10@110(2) G2.4 C8@100(2) G1.7 C10@100(2) G2.6 C8@300(4) G1.1 C10@300(4) G1.8 C8@250(4) G1.3 C10@250(4) G2.1 C8@220(4) G1.5 C10@220(4) G2.4 C8@200(4) G1.7 C10@200

14、(4) G2.7 C8@190(4) G1.8 C10@190(4) G2.8 C8@180(4) G1.9 C10@180(4) G3.0 C8@170(4) G2.0 C10@170(4) G3.1 C8@160(4) G2.1 C10@160(4) G3.3 C8@150(4) G2.3 C10@150(4) G3.5 C8@140(4) G2.4 C10@140(4) G3.8 C8@130(4) G2.6 C10@130(4) G4.1 C8@120(4) G2.8 C10@120(4) G4.4 C8@110(4) G3.1 C10@110(4) G4.9 C8@100(4) G3.4 C10@100(4) 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。