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1、涵管工程浆砌石、砖墙工程量计算式1. 桩号0+008.70进水口浆砌石工程量:(0.5+0.5+1.22*0.3)*1.22/2*2.31*2+(2.73+4.13)*2.2/2*0.46.87出水口浆砌石工程量:(0.5+0.5+1.6*0.3)*1.6/2*2.69*2+(2.96+4.3)*2.6/2*0.4+0.4*0.4*210.47小计浆砌石工程量:6.87+10.4717.34 m3进水口C20砼挡墙工程量(0.5+0.5+1.22*0.3)*1.22/2+1.27*0.4*1.65-3.14*0.35*0.35*0.761.92出水口C20砼挡墙工程量(0.5+0.5+1.6*
2、0.3)*1.6/2+1.38*0.4*1.64-3.14*0.35*0.35*0.762.55小计C20砼工程量:1.92+2.554.47 m32. 桩号0+054.40 进水口浆砌石工程量:(0.5+0.5+0.8*0.3)*0.8/2*2.22*2+(1.88+2.58)*2.2/2*0.44.16出水口浆砌石工程量:(0.5+0.5+1.5*0.3)*1.5/2*2.62*2+(2.7+3.3)*2.6/2*0.4+0.4*0.4*18.98 小计:4.16+8.9813.14 m3进水口C20砼挡墙工程量(0.5+0.5+0.8*0.3)*0.8/2+1.2*0.4*1.41-3.
3、14*0.185*0.185*0.731.30出水口C20砼挡墙工程量(0.5+0.5+1.5*0.3)*1.5/2+1.51*0.4*1.41-3.14*0.35*0.35*0.732.10小计C20砼工程量:1.30+2.103.40 m33. 桩号0+068.40进水口浆砌石工程量:(0.5+0.5+1.22*0.3)*1.22/2*2.31*2+(2.73+4.13)*2.2/2*0.46.87出水口浆砌石工程量:(0.5+0.5+1.6*0.3)*1.6/2*2.69*2+(2.96+4.3)*2.6/2*0.4+0.4*0.4*210.47小计浆砌石工程量:6.87+10.4717
4、.34 m3进水口C20砼挡墙工程量(0.5+0.5+1.22*0.3)*1.22/2+1.27*0.4*1.65-3.14*0.35*0.35*0.761.92出水口C20砼挡墙工程量(0.5+0.5+1.6*0.3)*1.6/2+1.38*0.4*1.64-3.14*0.35*0.35*0.762.55小计C20砼工程量:1.92+2.554.47 m34. 桩号0+439.73进水口浆砌石工程量:(0.5+0.5+1*0.3)*1/2*2.22*2+(2.4+3.0)*2.2/2*0.45.26出水口浆砌石工程量:(0.5+0.5+2.03*0.3)*2.03/2*2.62*2+(3.0
5、2+3.62)*2.6/2*0.4+0.4*0.4*112.17小计浆砌石工程量:5.26+12.1717.43 m3进水口C20砼挡墙工程量(0.5+0.5+1*0.3)*1/2+1.2*0.4*1.41-3.14*0.235*0.235*0.731.47出水口C20砼挡墙工程量(0.5+0.5+2.03*0.3)*2.03/2+1.51*0.4*1.41-3.14*0.235*0.235*0.733.03小计C20砼工程量:1.47+3.034.50 m35. 桩号0+615.44进水口浆砌石工程量:(0.5+0.5+1.45*0.3)*1.45/2*2.28*2+(3.07+4.27)*
6、2.2/2*0.47.97出水口浆砌石工程量:(0.5+0.5+1.83*0.3)*1.83/2*2.67*2+(3.30+4.50)*2.6/2*0.4+0.4*0.4*211.94小计浆砌石工程量:7.97+11.9419.91 m3进水口C20砼挡墙工程量(0.5+0.5+1.45*0.3)*1.45/2+1.34*0.4*1.84-3.14*0.465*0.465*0.792.36出水口C20砼挡墙工程量(0.5+0.5+1.83*0.3)*1.83/2+1.45*0.4*1.83-3.14*0.465*0.0.465*0.793.60小计C20砼工程量:2.36+3.605.96 m
7、36. 桩号1+108四沙井砌砖工程量:(0.72*2+0.42*2)*0.12*0.5*40.55 m37. 桩号1+878.22进水口浆砌石工程量:(0.5+0.5+1.22*0.3)*1.22/2*2.31*2+(2.73+4.13)*2.2/2*0.46.87出水口浆砌石工程量:(0.5+0.5+1.6*0.3)*1.6/2*2.69*2+(2.96+4.3)*2.6/2*0.4+0.4*0.4*210.47小计浆砌石工程量:6.87+10.4717.34 m3进水口C20砼挡墙工程量(0.5+0.5+1.22*0.3)*1.22/2+1.27*0.4*1.65-3.14*0.35*0
8、.35*0.761.92出水口C20砼挡墙工程量(0.5+0.5+1.6*0.3)*1.6/2+1.38*0.4*1.64-3.14*0.35*0.35*0.762.55小计C20砼工程量:1.92+2.554.47 m38. 桩号2+532.61进水口浆砌石工程量:(0.5+0.5+1*0.3)*1/2*2.22*2+(2.4+3.0)*2.2/2*0.45.26出水口浆砌石工程量:(0.5+0.5+2.03*0.3)*2.03/2*2.62*2+(3.02+3.62)*2.6/2*0.4+0.4*0.4*112.17小计浆砌石工程量:5.26+12.1717.43 m3进水口C20砼挡墙工
9、程量(0.5+0.5+1*0.3)*1/2+1.2*0.4*1.41-3.14*0.235*0.235*0.731.47出水口C20砼挡墙工程量(0.5+0.5+2.03*0.3)*2.03/2+1.51*0.4*1.41-3.14*0.235*0.235*0.733.03小计C20砼工程量:1.47+3.034.50 m39. 桩号3+006.07进水口浆砌石工程量:(0.5+0.5+1*0.3)*1/2*2.22*2+(2.4+3.0)*2.2/2*0.45.26出水口浆砌石工程量:(0.5+0.5+2.03*0.3)*2.03/2*2.62*2+(3.02+3.62)*2.6/2*0.4
10、+0.4*0.4*112.17小计浆砌石工程量:5.26+12.1717.43 m3进水口C20砼挡墙工程量(0.5+0.5+1*0.3)*1/2+1.2*0.4*1.41-3.14*0.235*0.235*0.731.47出水口C20砼挡墙工程量(0.5+0.5+2.03*0.3)*2.03/2+1.51*0.4*1.41-3.14*0.235*0.235*0.733.03小计C20砼工程量:1.47+3.034.50 m310. 排涝站进厂过路涵管进水口砌砖工程量:1.62*1.3*0.2+0.24*1.48*0.8*2+1.62*1.48*0.5-0.235*0.235*3.14*0.5
11、2.10出水口砌砖工程量:1.62*1.3*0.2+0.24*1.93*0.8*2+1.14*0.4*0.24+1.62*1.93*0.5-3.14*0.235*0.235*0.52.75小计:2.10+2.754.85 m311. 桩号3+370进水口砌砖工程量:1.62*1.3*0.2+0.24*1.8*0.8*2+1.62*1.8*0.5-3.14*0.35*0.35*0.52.38出水口砌砖工程量:1.62*1.3*0.2+0.24*1.8*0.8*2+1.14*0.4*0.24+1.62*1.8*0.5-3.14*0.35*0.35*0.52.49小计:2.38+2.494.87 m
12、312. 桩号3+372.49进水口砌砖工程量:1.62*1.3*0.2+0.24*1.23*0.8*2+1.62*1.23*0.5-3.14*0.35*0.35*0.51.70出水口砌砖工程量:1.62*1.3*0.2+1.62*0.24*1.23+0.24*0.4*1.23+1.31*0.24*1.23*2+0.37*0.62*1.23-3.14*0.35*0.35*0.241.98小计:1.70+1.983.68 m3涵管工程水泥砂浆抹面工程量计算式1. 桩号0+008.70平面砂浆抹面:0.5*2.31*2+0.5*2.69*2+(0.6+2.0)*2.2/2*2+0.4*211.52
13、 m2立面砂浆抹面:1.22*2.31*2+1.6*2.69*2+0.4*2*2+(0.5+0.5+1.22*0.3)*1.22/2*2+4.13*0.4+(0.5+0.5+1.6*0.3)*1.6/2*2+4.3*0.423.25 m22. 桩号0+054.40平面砂浆抹面:0.5*2.22*2+0.5*2.62*2+(0.3+1.0)*2.2/2*2+0.4*18.10 m2立面砂浆抹面:0.8*2.22*2+1.5*2.62*2+0.4*1*2+(0.5+0.5+0.8*0.3)*0.8/2*2+2.58*0.4+(0.5+0.5+1.5*0.3)*1.5/2*2+3.3*0.417.7
14、3 m23. 桩号0+068.40平面砂浆抹面:0.5*2.31*2+0.5*2.69*2+(0.6+2.0)*2.2/2*2+0.4*211.52 m2立面砂浆抹面:1.22*2.31*2+1.6*2.69*2+0.4*2*2+(0.5+0.5+1.22*0.3)*1.22/2*2+4.13*0.4+(0.5+0.5+1.6*0.3)*1.6/2*2+4.3*0.423.25 m24. 桩号0+439.73平面砂浆抹面:0.5*2.22*2+0.5*2.62*2+(0.4+1.0)*2.2/2*2+0.4*18.32 m2立面砂浆抹面:1.0*2.22*2+2.03*2.62*2+0.4*1
15、*2+(0.5+0.5+1.0*0.3)*1.0/2*2+3.0*0.4+(0.5+0.5+2.03*0.3)*2.03/2*2+3.62*0.423.09 m25. 桩号0+615.44平面砂浆抹面:0.5*2.28*2+0.5*2.67*2+(0.8+2.0)*2.2/2*2+0.4*211.91 m2立面砂浆抹面:1.45*2.28*2+1.83*2.67*2+0.4*2*2+(0.5+0.5+1.45*0.3)*1.45/2*2+4.27*0.4+(0.5+0.5+1.83*0.3)*1.83/2*2+4.50*0.426.41 m26. 桩号1+108平面砂浆抹面:(0.72*2+0
16、.42*2)*0.120.27 m2立面砂浆抹面:(0.6*2+0.3*2)*0.50.9 m27. 桩号1+878.22平面砂浆抹面:0.5*2.31*2+0.5*2.69*2+(0.6+2.0)*2.2/2*2+0.4*211.52 m2立面砂浆抹面:1.22*2.31*2+1.6*2.69*2+0.4*2*2+(0.5+0.5+1.22*0.3)*1.22/2*2+4.13*0.4+(0.5+0.5+1.6*0.3)*1.6/2*2+4.3*0.423.25 m28. 桩号2+532.61平面砂浆抹面:0.5*2.22*2+0.5*2.62*2+(0.4+1.0)*2.2/2*2+0.4
17、*18.32 m2立面砂浆抹面:1.0*2.22*2+2.03*2.62*2+0.4*1*2+(0.5+0.5+1.0*0.3)*1.0/2*2+3.0*0.4+(0.5+0.5+2.03*0.3)*2.03/2*2+3.62*0.423.09 m29. 桩号3+006.07平面砂浆抹面:0.5*2.22*2+0.5*2.62*2+(0.4+1.0)*2.2/2*2+0.4*18.32 m2立面砂浆抹面:1.0*2.22*2+2.03*2.62*2+0.4*1*2+(0.5+0.5+1.0*0.3)*1.0/2*2+3.0*0.4+(0.5+0.5+2.03*0.3)*2.03/2*2+3.6
18、2*0.423.09 m210. 排涝站进厂过路涵管平面砂浆抹面:1.62*1.3*24.21 m2立面砂浆抹面:1.93*(0.8*2+1.14)+1.14*0.4*2+1.62*0.2+0.24*1.93*2+1.48*(0.8*2+1.14)+1.62*0.2+1.48*0.24*212.54 m211. 桩号3+370 平面砂浆抹面:1.62*1.3*24.21 m2立面砂浆抹面:1.8*(0.8*2+1.14)+1.14*0.4*2+1.62*0.2+0.24*1.8*2+1.8*(0.8*2+1.14)+1.62*0.2+1.8*0.24*213.15 m212. 桩号3+372.49平面砂浆抹面:1.62*1.3*24.21 m2立面砂浆抹面:1.62*0.24+0.24*0.4+1.31*0.24*2+0.37*0.62*0.241.98