坡道混凝土计算

坡道A砼量计算,,,,,,,,,,,,,,,,,,,,

坡道A底板,,,,,,,,,,,,,,,,,,,,

直段,63.98,,,,,,,,,,,,,,,,,,,

序号,长,宽,厚,面积,体积,,备注,,,,,,,模板,钢筋,C14@150,C18@150,,,

1,6.60,6.25,0.40,41.25,16.50,,,,,,,,,5.28,,1.44,,,,

2,5.80,7.05,0.40,40.89,16.36,,,,,,,,,4.64,,1.06,0.62,,,

3,12.45,6.25,0.40,77.81,31.13,,,,,,,,,9.96,,2.67,,,,

弧段,37.59,,,,,,,,,,,,,,,,,,,

序号,角度,小弧半径,大弧半径,面积,厚,体积,备注,,,,,,,,,,,,,

1,30.00,5.70,11.95,28.87,0.40,11.55,,,,,,,,3.69,4.62,1.02,,,,

2,60.00,5.30,12.35,65.12,0.40,26.05,,,,,,,,7.39,9.24,1.08,0.98,,,

节点,2.62,,,,,,,,,,,,,,,,,,,

序号,长,宽,厚,面积,体积,,备注,,,,,,,,,,,,,

1,1.07,5.05,0.30,5.42,1.63,,,,,,,,,3.03,,,,,,

2,0.8/0.3,6.25/5.25,0.30,3.31,0.99,,,,,,,,,3.39,,,,,,

小计,104.19,,,,,,,,,,,,,,,,,,,

坡道A侧墙先浇筑500mm高,,,,,,,,,,,,,,,,,,,,

直段500mm高,7.26,,,,,,,,,,,,,,,,,,,

序号,长,高,厚,面积,体积,备注,,,,,,,,,,,,,,

1,13.20,0.50,0.30,,1.98,,,,,,,,,,,,,,,

2,35.20,0.50,0.30,,5.28,,,,,,,,,,,,,,,

弧段500mm高,4.16,,,,,,,,,,,,,,,,,,,

序号,角度,小弧半径,大弧半径,面积,高,体积,备注,,,,,,,,,,,,,

1,90.00,11.35,11.65,5.42,0.50,2.71,,,,,,,,,,,,,,

2,90.00,6.00,6.30,2.90,0.50,1.45,,,,,,,,,,,,,,

小计,11.42,,,,,,,,,,,,,,,,,,,

坡道A侧墙,,,,,,,,,,,,,,,,,,,,

直段,23.15,,,,,,,,,,,,,,,,,,,

序号,长,厚,底标高1,顶标高1,高1,底标高2,顶标高2,高2,高,面积,体积,备注,,模板墙高全算,,C14@150,2C16,C12@150,C6@600*600,C18@100

1,8.70,0.30,-4.05,-0.30,3.75,-3.83,-0.30,3.53,3.64,,9.51,,,63.37,,0.68,0.03,0.39,0.008,

2,4.50,0.30,-3.83,-0.30,3.53,-3.65,-0.30,3.35,3.44,,4.65,,,31.00,,0.34,0.01,0.19,0.004,

3,11.60,0.30,-1.90,0.65,2.55,-1.21,0.65,1.86,2.20,,7.67,,,51.13,,0.29,0.04,0.32,0.007,0.71

4,14.00,0.30,-1.21,0.65,1.86,-0.37,0.65,1.02,1.44,,6.03,,,40.21,,0.58,0.04,0.26,0.005,

5,7.20,0.30,-0.37,0.65,1.02,-0.15,0.65,0.80,0.91,,1.96,,,13.08,,0.24,0.02,0.09,0.002,

6,2.40,0.30,-0.15,0.65,0.80,-0.20,0.65,0.85,0.83,,0.59,,,3.96,,0.08,0.01,0.03,0.001,

弧段,20.90,,,,,,,,,,,,,,,,,,,

序号,角度,半径,弧长,底标高1,顶标高1,高1,底标高2,顶标高2,高2,高,厚度,体积,备注,,,,,,,

,30.00,11.50,6.02,-3.56,-0.30,3.26,-3.01,-0.30,2.71,2.99,0.30,5.39,,17.98,,0.41,0.02,0.22,0.005,

,30.00,5.85,3.06,-3.56,-0.30,3.26,-3.01,-0.30,2.71,2.99,0.30,2.74,,9.14,,0.21,0.01,0.11,0.002,

,60.00,11.50,12.04,-3.01,0.65,3.66,-1.90,0.65,2.55,3.11,0.30,11.22,,37.39,,0.39,0.04,0.46,0.010,0.95

,60.00,5.85,6.12,-3.01,0.65,3.66,-1.90,0.65,2.55,3.11,0.30,5.71,,19.02,,0.20,0.02,0.24,0.005,0.49

小计,44.05,,,,,,,,,,,,,,,,,,,

坡道A顶板,,,,,,,,,,,,,,,,,,,,

直段,8.33,,,,,,,,,,,,,,,,板支座筋,27.77,板支座筋分布筋,

序号,长,宽,厚,面积,体积,备注,,,,,,,,33.33,C14@200,,C12@200,,C6@200,

,6.60,5.05,0.25,33.33,8.33,,,,,,,,,,0.95,,0.25,,0.088,

弧段,6.30,,,,,,,,,,,,,,,,,,,

序号,角度,小弧半径,大弧半径,厚,面积,体积,备注,,,,,,,,5.05,4.46,,,,

1,30.00,5.70,11.35,0.25,25.21,6.30,,,,,,,,25.21,0.65,,,,,

弧段上挑,1.44,,,,,,,,,,,,,,,,,,,

序号,长,宽,高,体积,备注,,,,,,,,,,300*1200梁,3C20,3C20,C8@100/200(2),,

1,5.05,0.30,0.95,1.44,wkl1,,,,,,,,,11.43,,0.05,0.05,0.05,,

小计,16.07,,,,,,,,,,,,,,,钢筋,,,,

合计,175.73,,,,,,,,,,,,,393.62,,19.11,,,,

1.022,,,,,,,,,,