算承台计算公式
2021-12-29
来源：尚佳旅游分享网
工程量计算公式A、三桩承台面积H1H2B（关于三桩承台）0.5*(H1+2*H2)*(H2*1.155+B)-H2*H2*1.155*3/21.7950.42.43.436245B、三桩承台垫层面积（只需基础大小参数）0.5*(H1+0.1+2*(H2+0.1))*((H2+H1H2B0.1)*1.155+B+0.231)-(H2+0.1)*(H2+0.1)*1.155*3/21.7950.42.44.21117875C、三桩承台土方不放坡（加工作边0.3）(0.5*(H1+0.3+2*(H2+0.3))*((H2+0.3)*1.155+B+0.924)-H1H2B(H2+0.3)*(H2+0.3)*1.155*3/2)*H31.920.452.7411.72502806挖 深H31.45D、三桩承台土方（放坡，加工作边0.3）挖 深放坡系数(0.5*(H1+0.3+2*(H2+0.3))*((H2+0.3)*1.155+B+0.924)-H1H2BH3K(H2+0.3)*(H2+0.3)*1.155*3/2)*H3+(B+0.924)*3/2*K*H3*H3+1.155*K*K*H3*H3*H320.010925391.7950.42.41.90.33