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1、XXX段段鉆鉆孔孔灌灌注注樁樁設設計計數數據據統統計計序號樁號設計樁徑（m)成樁樁徑（m)設計樁長（m)鉆孔深度澆筑樁長（m)地面標高設計樁頂高程樁頂高程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#22.011516.43164、.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護筒頂高程設計樁底高程灌注前孔底高程成孔孔底高程混凝土（m3)實際混凝土（m3)備注護筒長石396.11383.11382.9382.8320.3123.531306、.28396.11383.11382.94382.8620.3123.9130.25396.11383.11382.92382.8620.3122.66130.25396.11383.11382.99382.9020.3123.16130.21397.11382.11381.92381.8542.3946.7150.26397.11382.11381.89381.8242.3948.63150.29397.11382.11381.91381.8342.3947.71150.28397.11382.11381.95381.8842.3947.88150.23397.11382.11381.9637、81.8942.3948.26150.22398.29381.79381.63381.5747.153.3916.50.22398.29381.79381.63381.5747.153.516.50.22398.29381.79381.6381.5347.152.3716.50.26398.29381.79381.59381.5147.153.5716.50.28398.29381.79381.62381.5347.151.9216.50.26398.29381.79381.58381.5147.151.5616.50.28398.29381.79381.61381.5447.152.41168、.50.25398.29381.79381.56381.4947.152.6416.50.30398.29381.79381.63381.5747.153.1216.50.22398.29381.79381.58381.5147.152.0216.50.28398.29381.79381.6381.5447.152.9916.50.25398.29381.79381.65381.5747.152.8516.50.22398.29381.79381.57381.5047.153.8116.50.29398.29381.79381.59381.5547.152.3116.50.24398.29389、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段段鉆鉆孔孔灌灌注注樁樁設設計計數數據據統統計計水水泥泥進進場場鉆孔時間時分時分注漿時間時分間隔時間消耗量第一車2018/5/2708312018/5/2931608.6831.232018/4/2300002018/4/238.8231.772018/5/22018/5/28.3630.232018/4/252018/4/258.5531.342018/5/22018/5/217.2330.78201811、/4/252018/4/2517.9430.252018/5/22018/5/217.6031.352018/4/252018/4/2517.6730.772018/5/22018/5/217.8130.952018/4/252018/4/2519.7030.862018/5/32018/5/319.7430.672018/4/252018/4/2519.3230.972018/5/32018/5/319.7731.072018/4/252018/4/2519.1630.912018/5/32018/5/319.0330.192018/4/252018/4/2519.3430.042018/512、/32018/5/319.4231.962018/4/252018/4/2519.6031.122018/5/32018/5/319.2031.992018/4/262018/4/2619.5530.242018/5/32018/5/319.5031.842018/4/262018/4/2619.8630.112018/5/32018/5/319.3030.922018/4/262018/4/2619.7730.152018/5/32018/5/319.7130.202018/4/282018/4/2819.3431.722018/5/42018/5/417.7531.632018/4/28213、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粉粉煤煤灰灰進進場場細細集集料料進進場場第二車合計剩余量消耗量第一車第二車合計剩余量消耗量30.2061.4352.751.5330.7530.2861.0359.5015.6731.8163.58107.511.5530.0931.4361.52119.4715.9230.5660.79159.9414、1.4731.1931.6562.84180.8415.0931.8563.19214.581.5130.6630.8561.51240.8415.4231.3062.08259.433.0430.8631.2662.12299.9231.1030.3160.56302.053.1631.8330.4562.28359.0432.3931.4962.84347.293.1031.0431.2862.32418.2631.7731.0761.84391.463.1130.9630.9961.95477.1031.8931.2662.21435.863.1430.7231.0761.79535.715、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、4130.4731.3961.86945.8634.9130.5562.51776.553.4230.2631.4561.711004.1535.0630.1261.24818.193.4531.4430.2861.721062.4235.3831.4163.40862.393.3830.2730.0160.281119.3234.6531.2761.51904.353.4431.7631.0662.821178.7035.2931.1663.00947.853.4431.0931.2662.351237.6135.2031.2161.32989.313.5030.2031.2561.451217、95.5635.8430.7361.651031.663.4030.2731.3861.651353.8134.8431.5861.731073.623.4831.9231.0662.981413.3135.6830.6960.891114.803.4730.6330.6361.261471.1035.5831.6863.401158.863.4130.6830.1760.851528.5434.9031.6963.321204.433.1331.4330.8562.281587.6932.0330.4360.921248.273.0131.7931.0062.791647.4730.843118、.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水水泥泥進進場場粗粗集集料料1 1進進場場第一車第二車合計剩余量消耗量第一車第二車合計剩余量47.0048.6795.67819、0.0013.3744.4745.9690.4377.0644.7247.8892.60156.6813.5845.0746.9492.01155.4942.4443.3585.79227.3812.8741.6047.0388.63231.2549.4346.4995.92307.8813.1541.3047.6288.92307.0249.1848.2897.46374.2426.5342.6347.2989.92370.4142.1346.9589.08430.9327.6244.3643.2287.58430.3743.2245.8489.06488.2227.1041.4543.0320、84.48487.7547.7746.8594.62550.9527.2045.2847.4892.76553.3146.6742.6689.33608.1427.4144.6044.3888.98614.8845.7343.8789.60662.1830.3347.3147.3894.69679.2446.2648.0494.30720.8530.3946.9446.8393.77742.6245.4248.3493.76779.7329.7547.8341.1288.95801.8248.2844.0392.31836.3630.4344.1745.6589.82861.2143.544521、.8989.43891.2129.4942.4942.3784.86916.5847.6144.7492.35949.2229.2945.8144.7690.57977.8648.2849.1597.431011.7429.7744.0146.0190.021038.1147.7347.8995.621072.3029.9045.4841.4186.891095.1043.9844.4988.471125.3930.1744.8843.1488.021152.9549.2849.5798.851189.5929.5545.9347.1393.061216.4644.9646.8491.801222、46.1030.1044.1844.1088.281274.6443.9146.7390.641301.5430.0241.1743.8885.051329.6746.6343.5890.211355.9130.5645.5947.1092.691391.8048.8843.8192.691413.7629.7145.5341.1386.661448.7549.8349.0998.921477.0030.4347.4745.7793.241511.5642.2444.7286.961528.3830.3444.1342.4286.551567.7743.9646.2490.201583.68223、9.7644.8944.7489.631627.6444.4145.6390.041641.6927.3246.2648.0094.261694.5843.2542.5585.801696.6526.3042.3542.5384.881753.1647.0743.8890.951756.6426.4043.9943.9887.971814.7344.0646.3990.451815.8926.6145.1643.8388.991877.1149.2646.6995.951896.5013.0843.1942.8186.001950.0348.8247.3196.131977.3913.004224、.7245.7888.502025.5342.9142.8785.782047.5913.2945.9244.5890.502102.74細細集集料料進進場場粗粗集集料料2 2進進場場減減水水劑劑進進場場消耗量第一車第二車合計剩余量消耗量第一車第二車合計13.3745.2344.8190.0476.670.10230.0031.4761.4713.5842.6343.0585.68148.770.10430.8531.7462.5912.8743.8443.0986.93222.830.09830.2730.3060.5713.1543.4145.3088.71298.390.10131.9225、30.5662.4826.5345.3344.0989.42361.280.20331.6531.5363.1827.6242.7847.6290.40424.060.21130.6731.2961.9627.1041.7647.4689.22486.180.20730.7930.0360.8227.2044.0343.6287.65546.630.20830.1230.6960.8127.4142.5347.5090.03609.250.20930.0330.4060.4330.3341.0741.9383.00661.920.23232.0031.8963.8930.3947.9847.726、695.74727.270.23230.9130.9461.8529.7547.2143.3090.51788.030.22730.2931.6761.9630.4345.9543.4189.36846.960.23230.5431.3761.9129.4946.8144.2891.09908.560.22531.8430.1061.9429.2941.2946.6987.98967.250.22430.2430.7460.9829.7743.4346.6390.061027.540.22731.2731.6762.9429.9046.6346.0992.721090.360.22830.5327、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、9547.6795.621504.580.23330.5931.7962.3830.3442.4646.5989.051563.290.23230.7030.3861.0829.7644.2343.7587.981621.510.22730.8031.5262.3227.3245.7846.5492.321686.510.20930.5530.9261.4726.3047.5246.2793.791754.000.20131.5430.5762.1126.4046.5947.1693.751821.350.20230.9230.0360.9526.6147.7243.5991.311886.029、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項項目目鉆鉆孔孔記記錄錄表表施工單位：合同號：監理單位：編 號：工程名稱XXX項目樁號及工程部位鉆孔開始時間 年 月 日鉆孔樁號1#樁編號1#鉆孔結束時間年 月 日樁徑(m)1.5護筒長度(m)13護筒埋深(m)12.73鉆頭型式及直徑(m)雙底撈砂斗鉆頭重量(Kg)2T護筒頂高程(m)396.11設計孔底高程(m)383.11鉆孔理論深度(m)11.5時 間工作內容鉆壓(t)鉆速（r/min）檢孔深度(m)孔底標高(m)鉆進31、深度(m)孔內水位(m)泥漿攪拌地質情況描述年 月 日起止共計（小時）時 分 時 分本次累計比重粘度2018/5/207:0007:220.37準備鉆孔-黏土2018/5/207:2207:420.33正常鉆孔808-324.30390.314.304.30黏土2018/5/207:4208:060.4正常鉆孔808-328.40386.214.108.40黏土2018/5/208:0608:210.25正常鉆孔808-3212.10382.513.7012.10黏土2018/5/208:2108:310.17正常鉆孔808-3213.01381.600.9113.01有水砂巖夾泥巖 監理意見32、：記錄人：技術負責人：13.010.28起止本次本次累計累計時分時分70722224.34.34.34.3722742204.14.18.48.474286243.73.712.112.186821153.80.9113.0113.01821831104.113.014.213.013.813.01XXXXXX項項目目成成 孔孔 檢檢 查查 記記 錄錄 表表標段名稱施工單位單位工程XXX項目工程部位11#樁鉆桿編號名 稱長 度（m）備 注1旋挖鉆機鉆桿17鉆盤頂標高m 鉆具1（刮刀鉆頭長度 m，短鉆桿 m，共長 m。）鉆頭直徑 m。鉆具2（滾刀鉆頭長度m，配重桿 m，共長 m）2旋挖鉆機鉆桿133、7鉆桿實際余長m3旋挖鉆機鉆桿17終孔孔底標高 382.83 m 拆除鉆桿后復測孔底標高m混凝土灌注前孔底標高382.9m 孔底沉渣厚度0.07m注：鉆桿實際孔底標高=（鉆桿總長鉆盤頂標高異形鉆桿鉆桿余長）=m風 包 =m鉆 具終孔孔底標高382.83m鉆桿總長現場技術負責人：質檢工程師：監理工程師：年 月 日 年 月 日 年 月 日水水下下混混凝凝土土灌灌注注記記錄錄表表 編號：單位工程名稱墩號1#樁 號1#成孔孔底高程382.83灌注前孔底高程382.9樁頂設計高程395.54鋼筋籠底高程382.95護筒頂高程396.11實際混凝土數量（m3）23.53設計混凝土數量（m3）20.31時 34、間混凝土面高程（m）底口高程（m）埋入深度（m）灌注混凝土年月日時分導 管套 管導 管套 管累計車數累計方量（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/記錄人：施工負責人設計樁長設計混凝土用量澆筑時間樁半徑12.7122.45432229310.75附 注每車方量 累計方量 每車澆筑樁長 累計澆筑深度 提管長度 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