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人工挖孔桩计算式

2024-07-24 来源:乌哈旅游
桩号ZH-1ZH-2ZH-3ZH-4

桩长10.0812.286.147.65

持力层圆台高大圆柱护壁厚内护壁含护壁球冠半

球冠高

总深度度高度厚度半径径1.250.900.200.150.160.0700.560.551.351.000.200.150.160.0700.610.751.551.200.200.150.160.0700.710.901.651.300.200.150.160.0700.761.00

不含护桩芯半

圆柱量圆台量大圆柱量球冠量总量

壁半径径0.450.498.540.860.190.079.660.500.5412.561.450.350.1314.500.600.647.162.440.510.1910.300.650.6910.743.160.630.2414.77

护壁2.02

2.741.351.90

桩芯量根数7.6411.768.9512.87

2871814

桩芯汇总护壁汇总214.0382.30161.12180.17

56.4919.1724.3326.59

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