H1H2B 0.5*(H1+2*H2)*(H2*1.155+B)-
H2*H2*1.155*3/20
H1H2B 0.5*(H1+0.1+2*(H2+0.1))*((H2+
0.1)*1.155+B+0.231)-
(H2+0.1)*(H2+0.1)*1.155*3/2
0.03465
H1H2B
挖 深放坡系数
H1H2B H3K 挖 深H30D、三桩承台土方(放坡,加0.4)C、三桩承台土方不放坡(加0.4)
(0.5*(H1+0.4+2*(H2+0.4))*((H2+0.4)*1.155
+B+0.924)-(H2+0.4)*(H2+0.4)*1.155*3/2)*H3
工程量计算公式
(关于三桩承台)
A、三桩承台面积
B、三桩承台垫层面积(只需基础大小参数)
(0.5*(H1+0.4+2*(H2+0.4))*((H2+0.4)*1.155
+B+0.924)-(H2+0.4)*(H2+0.4)*1.155*3/2)*H3+(B+0.924
)*3/2*K*H3*H3+1.155*K*K*H3*H3*H3