筏板基础梁箍筋面积表.doc

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1、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)G0.6AIO@3OO(2)G1.0A12@300(2)G1.5A8@250(2)G0.8A10@250(2)G1.2A12@250(2)G1.8A8@220(2)G0.9A10@220(2)G1.4A12@220(2)G2.0A8@200(2)G1.0A10@200(2)G1.5A12@200(2)G2.2A8@190(2)G1.0A10@190(2)G1.6A12@190(2)G2.3A8@180(2)Gl.lAIO@18O(2)G1.7A12@180(2)G2.5A8@170(

2、2)Gl.lA10@170(2)G1.8A12@170(2)G2.6A8@160(2)G1.2A10@160(2)G1.9A12@160(2)G2.8AS@150(2)G1.3A10@150(2)G2.0A12@150(2)G3.0AS@140(2)G1.4A10@140(2)G2.2A12@140(2)G3.2A8@130(2)G1.5AIO@13O(2)G2.4A12@130(2)G3.4AS@120(2)G1.6A10@120(2)G2.6A12@120(2)G3.7A8@110(2)G1.8A10@110(2)G2.8A12@110(2)G4.1

3、A8@100(2)G2.0Al0@100(2)G3.1A12@100(2)G4.5A8@300(4)G1.3A10@300(4)G2.0A12@300(4)G3.0AS@250(4)G1.6A10@250(4)G2.5A12@250(4)G3.6A8@220(4)G1.8Al0@220(4)G2.8A12@220(4)G4.1A8@200(4)G2.0A10@200(4)G3.1A12@200(4)G4.5A8@190(4)G2.1A10@190(4)G3.3A12@190(4)G4.7A8@180(4)G2.2AIO@18O(4)G3.4A12@180

4、(4)G5.0A8@170(4)G2.3A10@170(4)G3.6A12@170(4)G5.3A8@160(4)G2.5A1O@16O(4)G3.9A12@160(4)G5.6A8@150(4)G2.6A10@150(4)G4.1A12@150(4)G6.0AS@140(4)G2.8A10@140(4)G4.4A12@140(4)G6.4A8@130(4)G3.0A10@130(4)G4.8A12@130(4)G6.9AS@120(4)G3.3A10@120(4)G5.2A12@120(4)G7.5A8@110(4)G3.6A10@110(4)G5.7

5、A12@110(4)G8.2A8@100(4)G4.0Al0@100(4)G6.2A12@100(4)G9.0注：钢筋均为一级钢，电算箍筋间距200。筏板梁箍筋面积表一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)G0.9B1O@3OO(2)G1.5B12@300(2)G2.1B8@250(2)Gl.lB10@250(2)G1.7B12@250(2)G2.5B8@220(2)G1.3B10@220(2)G1.9B12@220(2)G2.9B8@200(2)G1.4B10@200(2)G2.2B12@200(2)G3.2B

6、8@190(2)G1.5BIO@190(2)G2.3B12@190(2)G3.4B8@180(2)G1.6B10@180(2)G2.4B12@180(2)G3.6B8@170(2)G1.7B10@170(2)G2.6B12@170(2)G3.8B8@160(2)G1.8B10@160(2)G2.8B12@160(2)G4.0B8@150(2)G1.9B10@150(2)G3.0B12@150(2)G4.3B8@140(2)G2.0BIO@140(2)G3.2B12@140(2)G4.6B8@130(2)G2.2B10@130(2)G3.4B12@130(

7、2)G4.9B8@120(2)G2.4B10@120(2)G3.7B12@120(2)G5.3B8@ll0(2)G2.6B10@110(2)G4.0B12@110(2)G5.8B8@100(2)G2.8B10@100(2)G4.4B12@100(2)G6.4B8@300(4)G1.9B10@300(4)G3.0B12@300(4)G4.3B8@250(4)G2.3B10@250(4)G3.4B12@250(4)G5.1B8@220(4)G2.6B10@220(4)G3.8B12@220(4)G5.8B8@200(4)G2.8B10@200(4)G4.4B

8、12@200(4)G6.4B8@190(4)G3.0B10@190(4)G4.6