人工挖孔桩计算公式表【预算】

球缺上桩根持力端头球缺体积扩底直径扩底高入岩深圆柱高桩编号数高度V球缺D（m）度h1(m)度H1(m)度N(根)h2(m)（m3）h2(m)WKZ1WKZ2WKZ3WKZ4WKZ5WKZ6WKZ7WKZ8WKZ9WKZ10WKZ1113111321713522201.101.301.602.402.601.602.903.303.63.12.80.200.200.200.200.200.200.200.200.200.200.200.500.500.751.401.400.501.801.901.81.21.71.101.301.602.402.601.602.903.303.63.12.81.2901.5062.6689.5883.7460.2051.9944.2972.0441.51812.3990.300.300.300.300.300.300.300.300.300.300.30圆柱体积 V圆柱（m3）3.7064.3807.84128.50111.1500.6035.94512.8306.1074.52936.945圆台高h3(m)0.200.200.451.101.100.201.501.601.50.91.4桩身直圆台体积单个桩径dV圆台台高度（m）（m3）h4(m)0.900.901.001.301.501.301.501.802.202.201.502.0492.1147.90363.92326.0250.33117.68342.03520.20010.023104.7511.001.001.001.001.001.001.001.001.001.001.00护臂内护臂外护壁厚边厚度边厚度度A(m)a2(m)a1(m)0.0750.0750.0750.0750.0750.0750.0750.0750.0750.0750.0750.100.100.100.100.100.100.100.100.100.100.100.1750.1750.1750.1750.1750.1750.1750.1750.1750.1750.175桩长L(m)11.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.00桩台个数N(个)9.909.709.408.608.409.408.107.707.407.908.20桩台砼体凿桩头凿桩头桩芯砼体积体积 V高度积 V桩芯V桩台凿h5(m)（m3）（m3）（m3）96.28079.822111.092268.438114.64613.97247.379106.36260.18364.249319.7600.200.200.200.200.200.200.200.200.200.200.201.6541.4002.0425.5752.4740.2651.0602.5451.5211.5217.069112.89798.621145.321415.353178.14517.46481.872190.937106.92099.726532.992桩身土方入岩 VV桩身桩身（m3）（m3）157.939130.941174.916386.168158.05620.10065.319139.77575.58580.692440.83716.61718.79934.229146.91563.5003.49234.49384.57546.73735.477213.232桩护壁体积桩护壁模空桩模板V护壁板（m2）（m2）（m3）61.65951.11963.824117.73043.4116.12817.94033.41315.40216.442121.077434.65360.35451.09836.88309.4243.56127.87238.88110.43117.89863.00注意：1、表中红色填充处工程量为土方工程量及混凝土工程量通用，黄色标记处为土方工程量； 2、凿桩头高度图纸未说明的按0.2m计算，有说明的按图纸说明计算； 3、所有长度单位均为“m”;