算承台计算公式
H1H2B 0.5*(H1+2*H2)*(H2*1.155+B)-
H2*H2*1.155*3/2
1.7950.4
2.4
3.436245
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
1.7950.4
2.4 4.21117875
H1H2B
1.920.45
2.74挖 深放坡系数
H1H2B H3K 1.7950.4 2.4 1.90.3320.01092539D、三桩承台土方(放坡,加工作边0.3)C、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)-(H2+0.3)*(H2+0.3)*1.155*3/2)*H3
11.72502806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+0.3+2*(H2+0.3))*((H2+0.3)*1.155
+B+0.924)-(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*H3
1.45
挖 深H3
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