涵管工程工程量计算式

涵管工程浆砌石、砖墙工程量计算式桩号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出水口浆砌=6.87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+10.47二17.34『进水口C20栓挡墙工程量[(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栓挡墙工程量[(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栓工程量：1.92+2.55=4.472・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出水口浆=4.16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+8.98二13.14m3进水口C20栓挡墙工程量[(0.5+0.5+0.8*0.3)*0.8/2+1.2*0.4]*1・41-3.14*0.185*0.185*0.73=1.30出水口C20栓挡墙工程量[(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栓工程量：1.30+2.10=3.40『=6.873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+10.47二17.34n?进水口C20栓挡墙工程量[(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岀水口C20栓挡墙工程量[(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碗工程量：1.92+2.55二4.47『4•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)*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=17.43『进水口C20磴挡墙工程量[(0・5+0.5+1*0.3)*1/2+1.2*0.4]*1・41-3・14*0.235*0.235*0.73出水口C20=1.47栓挡墙工程量[(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碇工程量：1.47+3.03二4.50m35.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)*2.2/2*0.4出水口浆砌=7.97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+11.94二19.91『进水口C20磴挡墙工程量[(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栓挡墙工程量[(0.5+0.5+1.83*0.3)*1.83/2+1.45*0.4]*1.83-3.14*0.465*0.0.465*0.79=3.60小计-C20栓工程量：2.36+3.60=5.96『6.桩号1+108四沙井砌砖工程量：(0.72*2+0.42*2)*0.12*0.5*4二0.55n?7.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出水口浆砌=6.87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=17.34n?进水口C20栓挡墙工程量[(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栓挡墙工程量[(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栓工程量：1.92+2.55=4.47『8•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*0.4=5.26岀水口浆砌石工程量：(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*1=12.1小计浆砌石工程量：5.26+12.17二17.43n?进水口C20栓挡墙工程量[(0.5+0.5+1*0.3)*1/2+1.2*0.4]*1・41-3.14*0.235*0.235*0.73出水口C20磴挡墙工程量[(0.5+0.5+2.03*0.3)*2.03/2+1.51*0.4]*].41-3.14*0.235*0.235*0.73=3.03小计C20栓工程量：1.47+3.03=4.50m3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*0.4=5.26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*1=12.17小计浆砌石工程量：5.26+12.17二17.43n?进水口C20栓挡墙工程量[(0.5+0.5+1*0.3)*1/2+1.2*0.4]*1・41-3.14*0.235*0.235*0.73出水口C20磴挡墙工程量[(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栓工程量：1.47+3.03=4.50m3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=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*0.5一3.14*0.235*0.235*0.5=2.75小计：2.10+2.75=4.85m311・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*0.5出水口砌砖工程量：1.62*1.3*02+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*0.5=2.49=1.47=1.47=2.38小计：2.38+2.49=4.87『12.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*0.5=1.70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*0.24=1.98小计：1.70+1.98=3.68m3涵管工程水泥砂浆抹面工程量计桩号0+008.70算式平面砂浆抹面：20.5*2.31*2+0.5*2.69*2+(0.6+2.0)*2.2/2*2+0・4*2=11.52m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*0.4=23.25『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)*222*2+0.4*1=8.10『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*0.4=17.73m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*2=11.52m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*0.4=23.25m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*1=8.32m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*22+3.0*0.4+(0.5+0.5+2.03*0.3)*2.03/2*2+3.62*0.4=23.09m桩号0+615.44平面砂浆抹面：20.5*2.28*2+0.5*2.67*2+0.8+2.0)*2.2/2*2+0・4*2=11.91m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*22+4.27*0.4+(0.5+0.5+1.83*0.3)*1.83/2*2+4.50*0.4=26.41m桩号1+108平面砂浆抹面：(0.72*2+0.42*2)*0.12=0.27立面砂浆抹面：p7(0.6*2+0.3*2)*0.5=0.9m7桩号1+878.22平面砂浆抹面:20・5*2.31*2+0.5*2.69*2+(0.6+2.0)*222*2+0.4*2二11.52m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*0.4=23.25m28.桩号2+532.619=8.32m)*1.0/2*2=23.09m2=8.32m2)*1.0/2*2=23.09°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*1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+3.0*0.4+(0.5+0.5+2.03*0.3)*2.03/2*2+3.62*0.49.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*1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+3・0*0・4+(0.5+0.5+2.03*0.3)*2.03/2*2+3.62*0.410.排涝站进厂过路涵管平面砂浆抹面：1.62*1.3*2=4.21"2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*2二12.54m11・桩号3+370平面砂浆抹面：21.62*1.3*2=4.21m立面砂浆抹面：0.8*2+1.141.8*(0・8*2+1.14)+1.14*0・4*2+1・62*0・2+0・24*1.8*2+1.8*+1.62*0.2+1.8*0.24*2=13.15m212.桩号3+372.49平面砂浆抹面：21.62*1.3*2=4.21m立面砂浆抹面：=1.981.62*0.24+0.24*0.4+1.31*0.24*2+0.37*0.62*0.24