三桩承台的计算公式（及垫层）是什么？怎么算？
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解决时间 2021-03-15 13:25
- 提问者网友：人生佛魔见
- 2021-03-15 10:02
三桩承台的计算公式（及垫层）是什么？怎么算？
最佳答案
- 五星知识达人网友：逃夭
- 2021-03-15 11:30
A、三桩承台面积H1H2B0.5*(H1+2*H2)*(H2*1.155+B)-
H2*H2*1.155*3/20B、三桩承台垫层面积（只需基础大小参数）H1H2B0.5*(H1+0.1+2*(H2+0.1))*((H2+0.1)*1.155+B+0.231)-(H2+0.1)*(H2+0.1)*1.155*3/20.03465C、三桩承台土方不放坡（加0.4）挖深H1H2B(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)*H3H30D、三桩承台土方（放坡，加0.4）挖深放坡系数H1H2B(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*H3H3K
H2*H2*1.155*3/20B、三桩承台垫层面积（只需基础大小参数）H1H2B0.5*(H1+0.1+2*(H2+0.1))*((H2+0.1)*1.155+B+0.231)-(H2+0.1)*(H2+0.1)*1.155*3/20.03465C、三桩承台土方不放坡（加0.4）挖深H1H2B(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)*H3H30D、三桩承台土方（放坡，加0.4）挖深放坡系数H1H2B(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*H3H3K
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