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ID:5819858
大小:67.00 KB
页数:6页
时间:2017-12-25
《涵管工程工程量计算式》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
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*0.4=6.87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*2=10.47小计浆砌石工程量:6.87+10.47=17.34m3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*0.76=1.92出水口C20砼挡墙工程量[(0.5+0.5
2、+1.6*0.3)*1.6/2+1.38*0.4]*1.64-3.14*0.35*0.35*0.76=2.55小计C20砼工程量:1.92+2.55=4.47m32.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*0.4=4.16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*1=8.98小计:4.16+8.98=13.14m3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]
3、*1.41-3.14*0.185*0.185*0.73=1.30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*0.73=2.10小计C20砼工程量:1.30+2.10=3.40m33.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*0.4=6.87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*2=10.47小计浆砌石工程量
4、:6.87+10.47=17.34m3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*0.76=1.92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*0.76=2.55小计C20砼工程量:1.92+2.55=4.47m31.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*0.4=5.26出水口浆砌石工程量:(0.5+0.5+2.03*0.3)
5、*2.03/2*2.62*2+(3.02+3.62)*2.6/2*0.4+0.4*0.4*1=12.17小计浆砌石工程量:5.26+12.17=17.43m3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*0.73=1.47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*0.73=3.03小计C20砼工程量:1.47+3.03=4.50m32.桩号0+615.44进水口浆砌石工程量:(0.5+0.5+1.45*0.3)*1
6、.45/2*2.28*2+(3.07+4.27)*2.2/2*0.4=7.97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*2=11.94 小计浆砌石工程量:7.97+11.94=19.91m3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*0.79=2.36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*
7、0.79=3.60小计C20砼工程量:2.36+3.60=5.96m33.桩号1+108四沙井砌砖工程量:(0.72*2+0.42*2)*0.12*0.5*4=0.55m34.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*0.4=6.87出水口浆砌石工程量:(0.5+0.5+1.6*0.3)*1.6/2
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