锥坡工程量自动计算

其中:砂砾垫层V=V2-V3浆砌片石基础锥坡填土项目n(立面坡比)m(侧面坡比)α0β0t1(浆砌厚度)t2(垫层厚度)H(高度)H1H2V1V2V31个工程数量（m3）2个工程数量（m3）浆砌片石锥坡1.001.501.4141.2020.300.105.4505.0663.5750.8412.7325.45砂砾垫层1.001.501.4141.2020.300.105.4505.064.9350.8447.013.837.66浆砌片石基础1.001.505.4505.5911.17锥坡填土1.001.501.4141.2020.300.105.4505.064.9347.0194.02备注备注锥坡工程量计算表V3=π·m·n·H23/12V=V1-V2H1=H-t1(α0β0)1/2β0=(1+n2)1/2/nα0=(1+m2)1/2/m浆砌片石锥坡V=0.5·π·(m·H+n·H+（0.5+0.7)/2)/4V1=π·m·n·H3/12V2=π·m·n·H13/121.表中所示单位以米计列;2.砂砾垫层工程量计入锥坡回填中。注:粉红色区域需要填入数据,蓝色区域有公式,不需要填写.H2=H1-t2(α0β0)1/2V=π·m·n·H23/12其中:砂砾垫层V=V2-V3浆砌片石基础锥坡填土项目n(立面坡比)m(侧面坡比)α0β0t1(浆砌厚度)t2(垫层厚度)H(高度)H1H2浆砌片石锥坡1.501.501.2021.2020.300.107.2006.84砂砾垫层1.501.501.2021.2020.300.107.2006.846.72浆砌片石基础1.501.507.200锥坡填土1.501.501.2021.2020.300.107.2006.846.72H1=H-t1(α0β0)1/2α0=(1+m2)1/2/mV3=π·m·n·H23/12V=0.5·π·(m·H+n·H+（0.5+0.7)/2)/4V=π·m·n·H23/12H2=H1-t2(α0β0)1/2锥坡工程量计算表浆砌片石锥坡V1=π·m·n·H3/12V2=π·m·n·H13/12V1V2V31个工程数量（m3）2个工程数量（m3）台前溜坡（m³）219.86188.4631.4062.81188.46178.709.7619.528.7217.44178.70357.39备注β0=(1+n2)1/2/nV=0.5·π·(m·H+n·H+（0.5+0.7)/2)/4锥坡工程量计算表V=V1-V2