桩长(h1)空桩长(h1)桩径(d)护壁厚度挖孔直径平均桩径直径（D）高（h2）高（h3）护壁体积(扩大头无护壁)桩芯体积

38#ZH13.0--3026.6026.100.502.800.2253.302.85154.628169.6939#ZH13.0--3024.5024.000.502.800.2253.302.85150.063156.3040#ZH13.0--3026.0025.200.802.800.2253.302.85151.410165.8642#ZH13.0--3024.0022.701.302.800.2253.302.85143.873153.11116#ZH102.0--3026.1025.600.501.200.1751.601.25119.83432.03117#ZH102.0--3025.6025.100.501.200.1751.601.25119.44231.42130#ZH102.0--2521.3020.800.501.200.1751.601.25116.07426.14131#ZH102.0--2524.2023.700.501.200.1751.601.25118.34629.70133#ZH102.0--2521.0020.500.501.200.1751.601.25115.83925.77134#ZH102.0--2524.8024.300.501.200.1751.601.25118.81630.43122#ZH10a2.0--3537.7037.200.501.500.2252.001.55146.35871.14123#ZH10a2.0--3538.2037.700.501.500.2252.001.55146.98572.08139#ZH10a2.0--3029.6029.100.501.500.2252.001.55136.19555.85140#ZH10a2.0--3533.6033.100.501.500.2252.001.55141.21463.40142#ZH10a2.0--3530.1029.600.501.500.2252.001.55136.82256.80143#ZH10a2.0--3530.2029.700.501.500.2252.001.55136.94856.98147#ZH10b2.0--3029.8029.801.500.2252.001.55137.38956.23148#ZH10b2.0--3534.9034.901.500.2252.001.55143.78865.85128#ZH112.0--2522.6022.601.200.1751.601.25117.70627.73149#ZH112.0--3025.5025.501.200.1751.601.25119.97831.29150#ZH112.0--2522.7022.701.200.1751.601.25117.78427.86

单桩工程量(相同桩数按定额分类XX大厦人工挖孔桩计算表桩编号桩位编号直段参数 (m)挖孔深度扩大头第 1 页，共 16 页桩长(h1)空桩长(h1)桩径(d)护壁厚度挖孔直径平均桩径直径（D）高（h2）高（h3）护壁体积(扩大头无护壁)桩芯体积

单桩工程量(相同桩数按定额分类XX大厦人工挖孔桩计算表桩编号桩位编号直段参数 (m)挖孔深度扩大头

151#ZH112.0--2520.3020.301.200.1751.601.25115.90424.91152#ZH112.0--2524.2024.201.200.1751.601.25118.95929.70153#ZH112.0--3025.6025.601.200.1751.601.25120.05631.4294#ZH112.0--3030.0030.001.200.1751.601.25123.50336.8295#ZH112.0--3530.2030.201.200.1751.601.25123.66037.06001#ZH122.0--2019.3019.301.200.1751.601.25115.12023.68002#ZH122.0--2015.5015.501.200.1751.601.25112.14319.02003#ZH122.0--2019.0019.001.200.1751.601.25114.88523.32004#ZH122.0--2019.5019.501.200.1751.601.25115.27723.93005#ZH122.0--2016.8016.801.200.1751.601.25113.16220.62006#ZH122.0--2017.3017.301.200.1751.601.25113.55321.23007#ZH122.0--2019.3019.301.200.1751.601.25115.12023.68008#ZH122.0--2521.4021.401.200.1751.601.25116.76626.26009#ZH122.0--2521.6021.601.200.1751.601.25116.92226.51010#ZH122.0--2521.4021.401.200.1751.601.25116.76626.26011#ZH122.0--2521.4021.401.200.1751.601.25116.76626.26012#ZH122.0--2017.6017.601.200.1751.601.25113.78821.60013#ZH122.0--2017.1017.101.200.1751.601.25113.39720.98014#ZH122.0--2017.4017.401.200.1751.601.25113.63221.35015#ZH122.0--2019.1019.101.200.1751.601.25114.96423.44100#ZH122.0--3530.3030.301.200.1751.601.25123.73837.18

第 2 页，共 16 页桩长(h1)空桩长(h1)桩径(d)护壁厚度挖孔直径平均桩径直径（D）高（h2）高（h3）护壁体积(扩大头无护壁)桩芯体积

单桩工程量(相同桩数按定额分类XX大厦人工挖孔桩计算表桩编号桩位编号直段参数 (m)挖孔深度扩大头

101#ZH122.0--2523.1023.101.200.1751.601.25118.09728.35112#ZH122.0--3531.4031.401.200.1751.601.25124.60038.53113#ZH122.0--3025.3025.301.200.1751.601.25119.82131.05126#ZH122.0--3026.5026.501.200.1751.601.25120.76132.52127#ZH122.0--3025.5025.501.200.1751.601.25119.97831.29145#ZH122.0--2524.2024.201.200.1751.601.25118.95929.70146#ZH122.0--3025.5025.501.200.1751.601.25119.97831.29154#ZH122.0--2521.8021.801.200.1751.601.25117.07926.75155#ZH122.0--2525.0025.001.200.1751.601.25119.58630.68156#ZH122.0--2522.9022.901.200.1751.601.25117.94128.10157#ZH122.0--2018.9018.901.200.1751.601.25114.80723.19158#ZH122.0--2524.0024.001.200.1751.601.25118.80229.45159#ZH122.0--2523.5023.501.200.1751.601.25118.41128.84160#ZH122.0--2524.3024.301.200.1751.601.25119.03729.8228#ZH122.0--2017.4017.401.200.1751.601.25113.63221.3529#ZH122.0--2521.7021.701.200.1751.601.25117.00126.6350#ZH122.0--2017.1017.101.200.1751.601.25113.39720.9851#ZH122.0--2525.0025.001.200.1751.601.25119.58630.6876#ZH122.0--2019.3019.301.200.1751.601.25115.12023.6877#ZH122.0--2523.0023.001.200.1751.601.25118.01928.2388#ZH122.0--3028.4028.401.200.1751.601.25122.25034.85

第 3 页，共 16 页