1、 三三桩桩承承台台工工程程量量自自动动计计算算表表项项 目目已已知知参参数数自自动动计计算算工工程程量量桩桩间间距距S拓拓展展宽宽度度bp桩桩柱柱距距L1桩桩柱柱距距L2高高度度H面面积积A A周周长长C CCTm3E-4单单位位mmmmmm2m承承台台承承台台面面1.5001.5000.5000.5000.8700.8700.4350.4350.9500.9504.1004.1007.9747.974垫垫层层垫垫层层面面1.5001.5000.6000.6000.8700.8700.4350.4350.1000.1004.9324.9328.6678.667地地坑坑下下底底面面1.5001.
2、5000.9000.9000.8700.8700.4350.4351.6001.6007.8447.844中中截截面面1.5001.5001.3001.3000.8700.8700.4350.43512.69712.697上上底底面面1.5001.5001.7001.7000.8700.8700.4350.43518.65818.658注：在青色框中输入参数，即可得出承台、垫层的混凝土和模板工程量，地坑的土方量（蓝色字体部分）。具体计算公式见本框标注。自自动动计计算算未未知知参参数数混混凝凝土土模模板板土土方方abcdehh1m3m2m3弧弧度度mmmmmmm3.8953.8957.5767.
3、5761.04920.5792.0820.5772.0792.6531.8050.5030.4930.4930.8670.8671.04920.6942.1970.6922.1942.8841.9050.60420.61020.6101.04921.0422.5431.0382.5423.5762.2050.9061.04921.5053.0051.4993.0054.4992.6051.3091.04921.9673.4661.9613.4675.4223.0051.712自自动动计计算算工工程程量量注：在青色框中输入参数，即可得出承台、垫层的混凝土和模板工程量，地坑的土方量（蓝色字体部分）
4、。三三桩桩承承台台工工程程量量自自动动计计算算表表项项 目目已已知知参参数数自自动动计计算算工工程程量量桩桩间间距距S S拓拓展展宽宽度度bp桩桩柱柱距距L1桩桩柱柱距距L2高高度度H H面面积积A A周周长长C CCTm3E-4单单位位mmmmmm2m承承台台承承台台面面2.0002.0000.5000.5001.1601.1600.5800.5801.5501.5505.9765.9769.8159.815垫垫层层垫垫层层面面2.0002.0000.6000.6001.1601.1600.5800.5800.1000.1006.9946.99410.55310.553地地坑坑下下底底面面2
5、.0002.0000.9000.9001.1601.1600.5800.5802.0002.00010.49210.492中中截截面面2.0002.0001.2301.2301.1601.1600.5800.58015.10815.108上上底底面面2.0002.0001.5601.5601.1601.1600.5800.58020.52720.527注：在青色框中输入参数，即可得出承台、垫层的混凝土和模板工程量，地坑的土方量（蓝色字体部分）。具体计算公式见本框标注。自自动动计计算算未未知知参参数数混混凝凝土土模模板板土土方方abcdefm3m2m3弧弧度度 mmmmmm9.2629.2621
6、5.21315.2131.049180.7292.2790.7643.0001.1361.9760.6990.6991.0551.0551.049180.8442.3640.8913.2001.1782.04930.48330.4831.049181.1922.6171.2713.8001.3042.2691.049181.5732.8961.6894.4601.4432.5111.049181.9553.1762.1075.1201.5822.753自自动动计计算算工工程程量量注：在青色框中输入参数，即可得出承台、垫层的混凝土和模板工程量，地坑的土方量（蓝色字体部分）。hh1mm2.7400.6342.9400.7353.5401.0374.2001.3694.8601.701
