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人工挖孔桩工程量表

2021-07-05 来源:汇意旅游网
桩基孔桩桩径上口扩大头直收方孔深直孔段深扩大头深井圈高度嵌岩深度编号类型ZK4ZH2038ZK6ZH2034ZK7ZH2034ZK12ZH2036ZK13ZH2036ZK15ZH2034ZK20ZH2040ZK35ZH2036ZK36ZH2036ZK37ZH2034ZK41ZH2034ZK43ZH2030ZK44ZH2638ZK42ZH2030ZK5ZH2030ZK14ZH2032ZK23ZH2034ZK27ZH2436ZK31ZH2638ZK38ZH2034ZK46ZH2642ZK50ZH2034ZK51ZH2030ZK52ZH2030ZK55ZH2034ZK56ZH2030ZK57ZH2034ZK66ZH2638ZK69ZH2034ZK75ZH2034ZK81ZH2034ZK99ZH1010ZK78ZH2034ZK189ZH2034ZK201ZH2034ZK207ZH2034ZK215ZH2034ZK72ZH2034ZK157ZH2034ZK158ZH2034ZK170~171ZH2638ZK77ZH2030ZK76ZH2034ZK82ZH2030ZK83

ZH2030

直径(m)径(m)2.003.802.003.402.003.402.003.602.003.602.003.402.004.002.003.602.003.602.003.402.003.402.003.002.603.802.003.002.003.002.003.20

2.003.402.403.60

2.603.802.003.402.604.202.003.402.003.002.003.002.003.402.003.002.003.402.603.802.003.402.003.402.003.401.000.002.003.402.003.402.003.402.003.402.003.402.003.402.003.402.003.402.603.802.003.002.003.402.003.002.00

3.00

(不含井圈)m(m)6.050.204.950.206.600.205.750.204.850.205.150.205.650.205.550.204.950.204.950.205.05

0.206.850.206.950.204.850.204.800.205.700.204.800.205.850.207.500.208.350.207.200.205.450.205.450.206.650.205.500.206.100.206.500.206.150.205.350.205.500.2010.000.208.100.2010.000.205.000.205.150.204.850.205.000.207.500.207.400.206.700.207.800.2014.300.2014.100.2014.900.2014.70

0.20

度度(m)(m)2.852.702.352.104.002.102.852.401.952.402.652.102.153.002.752.402.052.402.352.101.552.104.851.504.651.802.851.502.801.503.401.802.202.103.551.805.201.805.752.104.302.402.852.103.451.504.651.502.902.104.101.503.902.103.851.802.752.102.902.107.402.108.100.007.402.103.001.502.552.102.202.102.402.104.902.104.802.104.102.105.501.8012.301.5011.502.1012.901.5012.70

1.50

(m)0.500.500.500.500.500.500.500.500.500.50

0.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.000.500.500.500.500.500.500.500.500.500.500.500.500.50

ZK128ZH2034ZK135ZH2034ZK142ZH2034ZK146ZH2434ZK155ZH2034ZK163ZH2034ZK164ZH2030ZK174ZH2034ZK175ZH2030ZK182ZH2030ZK58ZH2034ZK62ZH2434ZK84ZH2034ZK102ZH1010ZK108ZH1010ZK115ZH1010ZK123ZH1010ZK184ZH2034ZK192ZH2638ZK196ZH2034ZK209ZH2030ZK210ZH2034ZK216ZH2030ZK217ZH2034ZK218ZH2034ZK208ZH2034ZK156ZH2030ZK165ZH2030ZK172~173ZH2642ZK176ZH2030ZK181

ZH2034

2.003.402.003.402.003.402.403.402.003.402.003.402.003.002.003.402.003.002.003.002.003.402.403.402.003.401.200.001.200.001.200.001.200.002.003.402.603.802.003.402.003.002.003.402.003.002.003.402.003.402.003.402.003.002.003.002.604.202.003.002.00

3.40

6.800.209.100.205.450.204.700.205.500.204.800.204.800.206.100.207.500.207.400.208.700.205.050.2010.500.208.100.208.100.208.100.208.100.205.100.206.200.204.800.205.000.206.800.204.700.204.600.205.050.204.750.205.100.208.300.205.600.208.500.205.60

0.20

4.202.106.502.102.852.102.701.502.902.102.202.102.801.503.502.105.501.505.401.506.102.103.051.507.902.108.100.008.100.008.100.008.100.002.402.103.901.802.202.103.001.504.202.102.701.502.601.502.452.102.152.103.101.506.301.502.702.406.501.503.00

2.10

0.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.500.50

桩基工程量表超灌高度(m)直孔段(m³)0.508.950.507.380.5012.570.508.950.506.130.508.330.506.750.508.640.506.440.507.380.504.870.5015.240.5024.690.508.950.508.800.5010.680.506.910.5016.060.5027.610.5018.060.50

22.830.50

8.950.5010.840.5014.610.509.110.5012.880.5012.250.5020.440.508.640.509.110.5023.250.506.360.5023.250.509.420.508.010.506.910.507.540.5015.390.5015.080.5012.880.5029.200.5038.640.5036.130.5040.530.50

39.90

混凝土孔大头(m³)超灌(m³)24.081.5716.831.5716.831.5720.271.5720.271.5716.831.5728.271.5720.271.5720.271.5716.831.5716.831.5711.001.5720.322.6511.001.5711.001.5713.751.5716.831.5717.982.2620.322.6516.831.5729.122.6516.831.5711.001.5711.001.5716.831.5711.001.5716.831.5720.322.6516.831.5716.831.5716.831.570.000.3916.831.5713.321.5716.831.5716.831.5716.831.5716.831.5716.831.5716.831.5720.322.6511.001.5716.831.5711.001.5711.00

1.57

土方直孔段(m孔大头(m³)³)8.9524.087.3816.8312.5716.838.9520.276.1320.278.3316.836.7528.278.6420.276.4420.277.3816.834.8716.8315.2411.0024.6920.328.9511.008.8011.0010.6813.756.9116.8316.0617.9827.6120.3218.0616.8322.8329.128.9516.8310.8411.0014.6111.009.1116.8312.8811.0012.2516.8320.4420.328.6416.839.1116.8323.2516.836.360.0023.2516.839.4213.328.0116.836.9116.837.5416.8315.3916.8315.0816.8312.8816.8329.2020.3238.6411.0036.1316.8340.5311.0039.90

11.00

护壁钢护筒混凝土(m2)(m3)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.00

0.5013.190.5020.420.508.950.5012.210.509.110.506.910.508.800.5011.000.5017.280.5016.960.5019.160.5013.800.5024.820.509.160.509.160.509.160.509.160.507.540.5020.710.506.910.509.420.5013.190.508.480.508.170.507.700.506.750.509.740.5019.790.5014.340.5020.420.50

9.42

16.831.5716.831.5716.831.5714.552.2616.831.5716.831.5711.001.5716.831.5711.001.5711.001.5716.831.5714.552.2616.831.570.000.570.000.570.000.570.000.5716.831.5720.322.6516.831.5711.001.5716.831.5711.001.5713.321.5716.831.5716.831.5711.001.5711.001.5729.122.6511.001.5716.83

1.57

13.1916.8320.4216.838.9516.8312.2114.559.1116.836.9116.838.8011.0011.0016.8317.2811.0016.9611.0019.1616.8313.8014.5524.8216.8314.310.0014.310.0014.310.0014.310.007.5416.8320.7120.326.9116.839.4211.0013.1916.838.4811.008.1713.327.7016.836.7516.839.7411.0019.7911.0014.3429.1220.4211.009.42

16.83

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0019.232.7523.373.3513.191.897.541.080.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.00

凿桩头(m3)1.571.571.571.571.571.571.571.571.571.571.571.572.651.571.571.571.572.262.651.572.651.571.571.571.571.571.572.651.571.571.570.391.571.571.571.571.571.571.571.572.651.571.571.571.57

1.571.571.572.261.571.571.571.571.571.571.572.261.570.570.570.570.571.572.651.571.571.571.571.571.571.571.571.572.651.571.57

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