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人工挖孔桩计算方法(实例)

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-1.4 +0.5 )=11.2233m 3 扩大头方量=2.698m 3护壁方量=0.3742 ×11.083=4.1473m 3 02# 桩身混凝土方量=0.952 5×19.861=18.9176m 3 扩大头方量=2.698 m 3护壁方量=0.3742 ×19.161=7.17m 3 03# 桩身混凝土方量=0.952 5×11.856=11.2928m 3 扩大头方量=2.698m 3护壁方量=0.3742 ×11.156=4.1746m 3 04# 桩身混凝土方量=0.952 5× 11.170 =10.6394m 3 扩大头方量=2.698m 3护壁方量=0.3742 ×10.470=3.9178m 3 05# 桩身混凝土方量=0.952 5×13.752 =13.0988m 3 扩大头方量=2.698m 3护壁方量=0.3742 ×13.052=4.8841m 3 06# 桩身混凝土方量=0.952 5×10.797 =10.2841m 3 扩大头方量=2.698m 3护壁方量=0.3742 ×9.6174=3.5988m 3 07# 桩身混凝土方量=0.952 5×6.987 =6.6551m 3 扩大头方量=2.698m 3护壁方量=0.3742 ×6.287=2.3526m 3 08# 桩身混凝土方量=0.952 5× 11.28 =10.7442m 3 扩大头方量=2.698m 3护壁方量=0.3742 ×10.58=3.959m 3 09# 桩身混凝土方量=0.952 5×8.347 =7.9505m 3 扩大头方量=2.698m 3护壁方量=0.3742 ×7.647=2.8615m 3 10# 桩身混凝土方量=0.952 5×8.215 =7.8248m 3 扩大头方量=2.698m 3护壁方量=0.3742 ×7.515=2.8121m 3

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