钻孔灌注桩项目施工记录表.xls

1、XXX段段钻钻孔孔灌灌注注桩桩设设计计数数据据统统计计序号桩号设计桩径（m)成桩桩径（m)设计桩长（m)钻孔深度浇筑桩长（m)地面标高设计桩顶高程桩顶高程11#1.51.5111.513.0112.71395.84394.61395.5422#1.51.5111.513.0212.72395.88394.61395.5833#1.51.5111.512.9812.58395.84394.61395.4444#1.51.5111.512.9412.64395.84394.61395.5455#22.0113.514.9814.60396.83395.61396.4566#22.0113.515.

2、0614.68396.88395.61396.577#22.0113.515.0514.67396.88395.61396.588#22.0113.514.9314.57396.81395.61396.4599#22.0113.514.9614.52396.85395.61396.411010#22.011516.5116.13398.08396.79397.71111#22.011516.4416.07398.01396.79397.641212#22.011516.5316.23398.06396.79397.761313#22.011516.5216.09398.03396.79397.

3、61414#22.011516.5416.19398.07396.79397.721515#22.011516.5116.14398.02396.79397.651616#22.011516.5116.21398.05396.79397.751717#22.011516.5816.19398.07396.79397.681818#22.011516.5016.22398.07396.79397.791919#22.011516.5716.17398.08396.79397.682020#22.011516.5016.10398.04396.79397.642121#22.011516.4316

4、.16398396.79397.732222#22.011516.5716.19398.07396.79397.692323#22.011516.4616.19398.01396.79397.742424#22.011516.4616.21398.03396.79397.782525#22.011516.5016.12398.02396.79397.642626#22.011516.5416.13398.07396.79397.662727#22.0113.514.9914.62397.21395.95396.842828#22.0113.514.9514.60397.17395.95396.

5、822929#22.0113.515.0414.59397.22395.95396.773030#22.0113.515.0114.58397.24395.95396.813131#1.51.5111.513.0212.75396.21394.95395.943232#1.51.5111.512.9912.70396.17394.95395.883333#1.51.5111.512.9112.64396.16394.95395.89护筒顶高程设计桩底高程灌注前孔底高程成孔孔底高程混凝土（m3)实际混凝土（m3)备注护筒长石396.11383.11382.9382.8320.3123.53130

6、.28396.11383.11382.94382.8620.3123.9130.25396.11383.11382.92382.8620.3122.66130.25396.11383.11382.99382.9020.3123.16130.21397.11382.11381.92381.8542.3946.7150.26397.11382.11381.89381.8242.3948.63150.29397.11382.11381.91381.8342.3947.71150.28397.11382.11381.95381.8842.3947.88150.23397.11382.11381.963

7、81.8942.3948.26150.22398.29381.79381.63381.5747.153.3916.50.22398.29381.79381.63381.5747.153.516.50.22398.29381.79381.6381.5347.152.3716.50.26398.29381.79381.59381.5147.153.5716.50.28398.29381.79381.62381.5347.151.9216.50.26398.29381.79381.58381.5147.151.5616.50.28398.29381.79381.61381.5447.152.4116

8、.50.25398.29381.79381.56381.4947.152.6416.50.30398.29381.79381.63381.5747.153.1216.50.22398.29381.79381.58381.5147.152.0216.50.28398.29381.79381.6381.5447.152.9916.50.25398.29381.79381.65381.5747.152.8516.50.22398.29381.79381.57381.5047.153.8116.50.29398.29381.79381.59381.5547.152.3116.50.24398.2938

9、1.79381.66381.5747.153.5816.50.22398.29381.79381.57381.5247.153.4216.50.27398.29381.79381.58381.5347.152.416.50.26397.45382.45382.28382.2242.3948.09150.23397.45382.45382.31382.2242.3946.3150.23397.45382.45382.26382.1842.3946.48150.27397.45382.45382.31382.2342.3946.84150.22396.45383.45383.26383.1920.

10、3123.03130.26396.45383.45383.26383.1820.3122.88130.27396.45383.45383.34383.2520.3123.39130.20XXX段段钻钻孔孔灌灌注注桩桩设设计计数数据据统统计计水水泥泥进进场场钻孔时间时分时分注浆时间时分间隔时间消耗量第一车2018/5/2708312018/5/2931608.6831.232018/4/2300002018/4/238.8231.772018/5/22018/5/28.3630.232018/4/252018/4/258.5531.342018/5/22018/5/217.2330.782018

11、/4/252018/4/2517.9430.252018/5/22018/5/217.6031.352018/4/252018/4/2517.6730.772018/5/22018/5/217.8130.952018/4/252018/4/2519.7030.862018/5/32018/5/319.7430.672018/4/252018/4/2519.3230.972018/5/32018/5/319.7731.072018/4/252018/4/2519.1630.912018/5/32018/5/319.0330.192018/4/252018/4/2519.3430.042018/5

12、/32018/5/319.4231.962018/4/252018/4/2519.6031.122018/5/32018/5/319.2031.992018/4/262018/4/2619.5530.242018/5/32018/5/319.5031.842018/4/262018/4/2619.8630.112018/5/32018/5/319.3030.922018/4/262018/4/2619.7730.152018/5/32018/5/319.7130.202018/4/282018/4/2819.3431.722018/5/42018/5/417.7531.632018/4/282

13、018/4/2817.0830.492018/5/42018/5/417.1530.032018/4/282018/4/2817.2830.812018/5/42018/5/48.5030.322018/4/282018/4/288.4430.982018/5/42018/5/48.6330.28粉粉煤煤灰灰进进场场细细集集料料进进场场第二车合计剩余量消耗量第一车第二车合计剩余量消耗量30.2061.4352.751.5330.7530.2861.0359.5015.6731.8163.58107.511.5530.0931.4361.52119.4715.9230.5660.79159.94

14、1.4731.1931.6562.84180.8415.0931.8563.19214.581.5130.6630.8561.51240.8415.4231.3062.08259.433.0430.8631.2662.12299.9231.1030.3160.56302.053.1631.8330.4562.28359.0432.3931.4962.84347.293.1031.0431.2862.32418.2631.7731.0761.84391.463.1130.9630.9961.95477.1031.8931.2662.21435.863.1430.7231.0761.79535.7

15、532.1431.6762.53478.693.4730.2830.2260.50592.7835.5631.1061.77520.723.4830.5531.6262.17651.4735.6331.7362.70564.103.4031.0230.7861.80709.8734.8831.3362.40606.733.4831.7831.7763.55769.9435.6830.6361.54649.113.3731.2830.9162.19828.7634.5830.7260.91690.993.3530.6731.3362.00887.4134.3431.7761.81733.463.

16、4130.4731.3961.86945.8634.9130.5562.51776.553.4230.2631.4561.711004.1535.0630.1261.24818.193.4531.4430.2861.721062.4235.3831.4163.40862.393.3830.2730.0160.281119.3234.6531.2761.51904.353.4431.7631.0662.821178.7035.2931.1663.00947.853.4431.0931.2662.351237.6135.2031.2161.32989.313.5030.2031.2561.4512

17、95.5635.8430.7361.651031.663.4030.2731.3861.651353.8134.8431.5861.731073.623.4831.9231.0662.981413.3135.6830.6960.891114.803.4730.6330.6361.261471.1035.5831.6863.401158.863.4130.6830.1760.851528.5434.9031.6963.321204.433.1331.4330.8562.281587.6932.0330.4360.921248.273.0131.7931.0062.791647.4730.8431

18、.4161.441292.563.0230.0731.6761.741706.1930.9630.3161.121336.403.0430.0330.6160.641763.7931.2030.9761.291389.191.5030.8830.2061.081823.3715.3431.5862.561443.311.4930.4730.1360.601882.4815.2431.9662.241496.921.5230.2231.6161.831942.7915.58水水泥泥进进场场粗粗集集料料1 1进进场场第一车第二车合计剩余量消耗量第一车第二车合计剩余量47.0048.6795.678

19、0.0013.3744.4745.9690.4377.0644.7247.8892.60156.6813.5845.0746.9492.01155.4942.4443.3585.79227.3812.8741.6047.0388.63231.2549.4346.4995.92307.8813.1541.3047.6288.92307.0249.1848.2897.46374.2426.5342.6347.2989.92370.4142.1346.9589.08430.9327.6244.3643.2287.58430.3743.2245.8489.06488.2227.1041.4543.03

20、84.48487.7547.7746.8594.62550.9527.2045.2847.4892.76553.3146.6742.6689.33608.1427.4144.6044.3888.98614.8845.7343.8789.60662.1830.3347.3147.3894.69679.2446.2648.0494.30720.8530.3946.9446.8393.77742.6245.4248.3493.76779.7329.7547.8341.1288.95801.8248.2844.0392.31836.3630.4344.1745.6589.82861.2143.5445

21、.8989.43891.2129.4942.4942.3784.86916.5847.6144.7492.35949.2229.2945.8144.7690.57977.8648.2849.1597.431011.7429.7744.0146.0190.021038.1147.7347.8995.621072.3029.9045.4841.4186.891095.1043.9844.4988.471125.3930.1744.8843.1488.021152.9549.2849.5798.851189.5929.5545.9347.1393.061216.4644.9646.8491.8012

22、46.1030.1044.1844.1088.281274.6443.9146.7390.641301.5430.0241.1743.8885.051329.6746.6343.5890.211355.9130.5645.5947.1092.691391.8048.8843.8192.691413.7629.7145.5341.1386.661448.7549.8349.0998.921477.0030.4347.4745.7793.241511.5642.2444.7286.961528.3830.3444.1342.4286.551567.7743.9646.2490.201583.682

23、9.7644.8944.7489.631627.6444.4145.6390.041641.6927.3246.2648.0094.261694.5843.2542.5585.801696.6526.3042.3542.5384.881753.1647.0743.8890.951756.6426.4043.9943.9887.971814.7344.0646.3990.451815.8926.6145.1643.8388.991877.1149.2646.6995.951896.5013.0843.1942.8186.001950.0348.8247.3196.131977.3913.0042

24、.7245.7888.502025.5342.9142.8785.782047.5913.2945.9244.5890.502102.74细细集集料料进进场场粗粗集集料料2 2进进场场减减水水剂剂进进场场消耗量第一车第二车合计剩余量消耗量第一车第二车合计13.3745.2344.8190.0476.670.10230.0031.4761.4713.5842.6343.0585.68148.770.10430.8531.7462.5912.8743.8443.0986.93222.830.09830.2730.3060.5713.1543.4145.3088.71298.390.10131.92

25、30.5662.4826.5345.3344.0989.42361.280.20331.6531.5363.1827.6242.7847.6290.40424.060.21130.6731.2961.9627.1041.7647.4689.22486.180.20730.7930.0360.8227.2044.0343.6287.65546.630.20830.1230.6960.8127.4142.5347.5090.03609.250.20930.0330.4060.4330.3341.0741.9383.00661.920.23232.0031.8963.8930.3947.9847.7

26、695.74727.270.23230.9130.9461.8529.7547.2143.3090.51788.030.22730.2931.6761.9630.4345.9543.4189.36846.960.23230.5431.3761.9129.4946.8144.2891.09908.560.22531.8430.1061.9429.2941.2946.6987.98967.250.22430.2430.7460.9829.7743.4346.6390.061027.540.22731.2731.6762.9429.9046.6346.0992.721090.360.22830.53

27、31.0861.6130.1744.9045.0289.921150.110.23131.9430.9962.9329.5542.1442.8885.021205.580.22631.0431.2362.2730.1043.9042.7386.631262.110.23031.7730.5962.3630.0243.5545.7489.291321.380.22931.3531.5462.8930.5647.4943.6591.141381.960.23430.3130.3860.6929.7144.0843.0687.141439.390.22730.5231.1461.6630.4347.

28、9547.6795.621504.580.23330.5931.7962.3830.3442.4646.5989.051563.290.23230.7030.3861.0829.7644.2343.7587.981621.510.22730.8031.5262.3227.3245.7846.5492.321686.510.20930.5530.9261.4726.3047.5246.2793.791754.000.20131.5430.5762.1126.4046.5947.1693.751821.350.20230.9230.0360.9526.6147.7243.5991.311886.0

29、50.20331.4830.4961.9713.0844.1745.4689.631962.600.10031.8530.6362.4813.0045.8247.1993.012042.610.09930.6330.9261.5513.2941.9544.6186.562115.880.10230.3431.1261.46剩余量61.37123.85184.33246.71309.68371.43432.04492.65552.87616.53678.14739.88801.55863.27924.03986.741048.121110.821172.861234.991297.651358.

30、111419.541481.691542.541604.631665.891727.801788.551850.321912.701974.152035.51XXXXXX项项目目钻钻孔孔记记录录表表施工单位：合同号：监理单位：编 号：工程名称XXX项目桩号及工程部位钻孔开始时间 年 月 日钻孔桩号1#桩编号1#钻孔结束时间年 月 日桩径(m)1.5护筒长度(m)13护筒埋深(m)12.73钻头型式及直径(m)双底捞砂斗钻头重量(Kg)2T护筒顶高程(m)396.11设计孔底高程(m)383.11钻孔理论深度(m)11.5时 间工作内容钻压(t)钻速（r/min）检孔深度(m)孔底标高(m)钻进

31、深度(m)孔内水位(m)泥浆搅拌地质情况描述年 月 日起止共计（小时）时 分 时 分本次累计比重粘度2018/5/207:0007:220.37准备钻孔-黏土2018/5/207:2207:420.33正常钻孔808-324.30390.314.304.30黏土2018/5/207:4208:060.4正常钻孔808-328.40386.214.108.40黏土2018/5/208:0608:210.25正常钻孔808-3212.10382.513.7012.10黏土2018/5/208:2108:310.17正常钻孔808-3213.01381.600.9113.01有水砂岩夹泥岩 监理意见

32、：记录人：技术负责人：13.010.28起止本次本次累计累计时分时分70722224.34.34.34.3722742204.14.18.48.474286243.73.712.112.186821153.80.9113.0113.01821831104.113.014.213.013.813.01XXXXXX项项目目成成 孔孔 检检 查查 记记 录录 表表标段名称施工单位单位工程XXX项目工程部位11#桩钻杆编号名 称长 度（m）备 注1旋挖钻机钻杆17钻盘顶标高m 钻具1（刮刀钻头长度 m，短钻杆 m，共长 m。）钻头直径 m。钻具2（滚刀钻头长度m，配重杆 m，共长 m）2旋挖钻机钻杆1

33、7钻杆实际余长m3旋挖钻机钻杆17终孔孔底标高 382.83 m 拆除钻杆后复测孔底标高m混凝土灌注前孔底标高382.9m 孔底沉渣厚度0.07m注：钻杆实际孔底标高=（钻杆总长钻盘顶标高异形钻杆钻杆余长）=m风 包 =m钻 具终孔孔底标高382.83m钻杆总长现场技术负责人：质检工程师：监理工程师：年 月 日 年 月 日 年 月 日水水下下混混凝凝土土灌灌注注记记录录表表 编号：单位工程名称墩号1#桩 号1#成孔孔底高程382.83灌注前孔底高程382.9桩顶设计高程395.54钢筋笼底高程382.95护筒顶高程396.11实际混凝土数量（m3）23.53设计混凝土数量（m3）20.31时

34、间混凝土面高程（m）底口高程（m）埋入深度（m）灌注混凝土年月日时分导 管套 管导 管套 管累计车数累计方量（m3）2018/5/209:31383.3/0/002018/5/210:01388.6383.4/5.2/110.42018/5/210:18394.2383.4/10.8/220.62018/5/210:51395.61391.4/4.21/323.53/记录人：施工负责人设计桩长设计混凝土用量浇筑时间桩半径12.7122.45432229310.75附 注每车方量 累计方量 每车浇筑桩长 累计浇筑深度 提管长度 提管后埋深2018/5/210.410.45.75.705.22018/5/210.220.65.611.382.82018/5/29.630.25.712.7104.212018/5/2939.29.949.19.758.89.368.110.178.29.487.610.4989.1107.110.2117.310.2127.59.3136.89.6146.49.1155.510.3165.8382.83382.9520.319313010117101833105121