桩基施工文本记录资料文档

1、编号：01旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标咼地面 标咼护筒 顶标咼钢护筒 直径(mm)护筒底标高 即:入强风 化标咼(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度 (m)护简入 土深度(m)浇筑 时间1189#80041.541.8742.5190039.512.525.2616.2416.8217.252.3620162188#80041.541.8542.5990039.592.430.7410.7611.2711.852.2510.283187#80041.542.2842.9390039.9

2、32.525.4816.0216.5317.452.3410.284186#80041.542.1142.5590039.552.525.7515.7516.2616.802.5610.285185#80041.542.0342.7490039.742.425.5915.9116.4217.152.1910.286181#100041.541.9642.55110039.553.026.115.4016.0616.452.4110.287184#80041.541.8242.3890039.382.525.7315.7716.2816.652.4310.288183#80041.541.742

3、.1190039.112.525.7115.7916.3016.402.5910.289182#80041.541.8542.1590039.152.426.2515.2515.9115.902.6910.2910179#140041.541.9341.94150038.944.226.9414.5615.3715.002.9910.2911178#100041.541.8842.23110039.333.027.3314.6715.5115.502.6410.2912177#100041.541.8942.73110039.733.126.7314.7715.5116.002.1610.29

4、13135#80041.541.6941.6990038.692.425.99153.5115.6215.702.6910.2914134#80041.541.6142.1190039.112.526.0115.4916.016.102.5010.2915133#80041.542.1342.7990039.792.526.4915.0115.6716.302.3410.29施工单位:监理单位:设计单位:勘察单位:建设单位:编号：02旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标咼地面 标咼护筒 顶标咼钢护筒 直径(mm)护筒底标高 即:入强风 化

5、标咼(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度 (m)护简入 土深度(m)浇筑 时间16136#80041.5042.1242.5390039.532.526.8314.5715.3315.702.5910.2917180#80041.5042.0642.2690039.262.426.2615.2415.9016.02.8010.3018132#80041.5042.4242.5590039.552.426.3515.1515.8116.202.8710.3019137#80041.5042.2642.6490039.642.526.2415.2615

6、.9216.402.6210.3020138#80041.5042.1242.2890039.282.525.4416.0216.6816.802.8410.3021139#80041.5042.2842.4290039.422.526.1215.3816.0416.302.8610.302263#100041.5042.1641.64110038.643.024.6416.8617.6017.003.5210.302366#100041.5042.0642.16110039.163.126.3615.1415.8815.802.9010.302467#100041.5042.0642.181

7、10039.183.026.3815.1215.8615.82.8810.302562#100041.5042.1642.35110039.353.126.0515.4516.1916.302.7810.302664#80041.5041.9842.2090039.202.527.014.5015.0115.202.5810.312728#80041.5042.8442.2690039.262.425.8615.6416.1516.402.9410.3128131#80041.5042.2442.3090039.302.526.914.6015.2615.402.9710.312965#800

8、41.5042.1942.2290039.222.526.5714.9315.4415.652.9710.313029#80041.5042.1742.2690039.262.425.6115.8916.5516.652.9110.31施工单位:监理单位:设计单位:勘察单位:建设单位:编号：03旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标咼地面 标咼护筒 顶标咼钢护筒 直径(mm)护筒底标高 即:入强风 化标咼(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度(m)护简入 土深度(m)浇筑 时间3130#10004

9、1.5042.1642.18110039.183.126.3015.1215.8615.802.9810.313231#100041.5042.1142.18110039.183.126.1815.3216.0616.02.9210.313360#100041.5042.0942.18110039.183.026.3315.1715.9115.852.9110.313469#100041.5041.7841.78110038.783.125.6815.8216.5616.103.010.313561#80041.5042.0642.5090039.502.526.415.1015.7616.1

10、02.5611.13668#80041.5042.0642.3090039.302.426.115.716.0616.202.7611.1371#80041.5042.0742.1090039.102.526.115.615.8115.902.9711.13824#80041.5042.0342.0690039.062.425.9615.3416.2016.102.9611.13925#80041.5042.0542.0790039.072.426.4715.0315.6915.602.9711.14026#80041.5042.0442.0890039.092.527.015.3115.83

11、15.902.9511.14127#80041.5042.1142.4390039.432.526.5314.9715.4815.902.6711.142130#80041.542.1242.2290039.232.526.7214.7815.3915.52.8911.243140#80041.542.2942.3990039.392.426.8914.6115.1215.52.9011.244141#140041.542.2342.30150039.304.229.7511.7512.3512.552.9311.245142#140040.842.342.35150039.354.329.0

12、511.7512.3513.32.9511.2施工单位:监理单位:设计单位:勘察单位:建设单位:编号：04旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标高地面 标高护筒 顶标咼钢护筒 直径(mm)护筒底标高 即：入强风 化标咼(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度(m)护简入 土深度(m)浇筑 时间46190#80041.542.1542.2090039.22.526.0015.516.0116.22.9511.247191#80041.542.1042.2590039.252.426.3015.215.

13、7115.952.8511.248176#140040.842.1242.38150039.384.228.9811.8212.4813.42.7411.249175#140040.841.9942.11150039.114.328.6112.1912.8513.52.8811.250128#140040.842.1742.25150039.254.228.7512.0512.7113.52.9211.251129#140040.842.1142.21150039.214.328.6112.1912.8513.62.9011.252192#80041.541.9742.0390039.032.

14、528.5312.9713.4813.52.9411.353193#80041.541.9842.1390039.132.429.1312.3712.8813.02.8511.354194#80041.542.042.5090039.502.428.3013.2013.7114.22.5011.355195#80041.542.0742.4090039.402.529.0012.5013.0113.42.6711.356174#140040.842.1642.28150039.284.228.7812.0212.6813.52.8811.357173#140040.842.1842.38150

15、039.384.329.0811.7212.3813.32.8011.358172#140040.841.8442.06150039.074.228.6612.1412.8013.42.7711.359171#140040.841.8842.15150039.154.328.5512.2513.0113.62.7311.360143#120041.142.6742.97130039.973.629.1711.9212.5213.82.7011.4施工单位:监理单位:设计单位:勘察单位:建设单位:编号：05旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶

16、标高地面 标高护筒 顶标咼钢护筒 直径(mm)护筒底标高 即：入强风 化标咼(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度(m)护简入 土深度(m)浇筑 时间61144#120041.142.3642.36130039.363.629.3611.7412.3313.03.011.462127#120041.142.2742.55130039.553.729.2511.8512.4413.32.7211.463126#120041.142.2542.35130039.353.628.7512.3512.9413.62.9011.46478#140040.842

17、.0142.02150039.034.228.8211.9812.6413.22.9811.46579#140040.841.8042.11150039.114.328.4112.3913.0513.72.6911.466169#140040.841.5642.23150039.234.228.7812.0212.6813.452.3311.467170#140040.841.6342.52150039.524.328.6212.1812.8413.92.1111.468145#120041.142.2642.82130039.823.628.6212.4813.0714.22.4411.46

18、988#80040.042.1842.2490039.242.528.5911.0111.9213.652.9411.470146#120041.142.2442.39130039.393.628.8912.2112.8013.502.8511.571147#120041.142.2142.31130039.313.628.5612.5413.1313.752.9011.572148#120041.141.9642.80130039.803.728.7012.4012.9914.12.1611.573167#140040.842.3142.62150039.624.328.5212.2812.

19、9414.12.6911.574168#140040.842.0842.92150039.934.228.8711.9312.5914.052.1511.5施工单位:监理单位:设计单位:勘察单位:建设单位:编号：06旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标高地面 标高护筒 顶标 高钢护筒 直径(mm)护筒底标高 即：入强风 化标高(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度(m)护简入 土深度(m)浇筑 时间7589#80040.042.0642.3290039.322.629.0710.9311.441

20、3.252.7411.576165#140040.842.0842.36150039.364.328.3612.4413.1014.02.7211.577166#140040.842.0642.65150039.654.328.3012.5013.1614.352.4111.57897#120040.841.8542.39130039.393.628.4912.3112.913.92.4611.57998#120039.741.8842.29130039.293.628.8910.8111.4013.42.5911.580196#80041.542.1242.8190039.812.529.4

21、112.0912.6013.42.3111.681197#80041.542.2142.8590039.852.428.3513.1513.6614.52.3611.682198#80041.542.2343.0190039.692.529.2112.2912.8013.82.2211.68399#120040.042.3542.81130039.813.628.9611.0111.6313.852.5411.684150#120041.142.3442.38130039.383.728.5812.5213.1113.82.9611.685149#120041.141.9642.0413003

22、9.043.628.5912.5113.1013.452.9211.686163#140040.842.2342.75150039.754.328.5012.3012.9614.252.4811.687164#140040.842.0842.34150039.344.228.1412.6613.3214.22.7411.688162#140040.842.0342.48150039.484.228.9811.8212.4813.52.5511.6施工单位:监理单位:设计单位:勘察单位:建设单位:编号：07旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶

23、标咼地面 标咼护筒 顶标咼钢护筒 直径(mm)护筒底标高 即:入强风 化标咼(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度 (m)护简入 土深度(m)浇筑 时间89161#140040.841.9542.68150039.684.329.0811.7212.3813.62.2711.690109#120039.042.1442.24130039.243.628.7410.2610.8513.52.9011.691110#120039.042.2042.69130039.693.728.9910.0110.6013.72.5111.792151#120041.

24、141.9042.78130039.783.628.9812.1212.7113.82.1211.793152#120041.142.1442.61130039.613.628.8112.2912.8813.82.5311.794153#140040.841.8142.98150039.974.328.6812.1212.7814.31.8311.795154#140040.841.9042.70150039.714.328.6012.2012.9614.12.1911.796155#140040.841.8342.65150039.654.228.9511.8512.5113.72.1811

25、.797124#140040.841.7342.54150039.654.328.0412.1612.8213.92.1911.798125#140040.841.7742.85150039.854.229.3511.4512.1113.51.9211.799111#120039.041.9342.92130039.923.629.029.9810.5713.92.0111.7100120#80041.542.0542.7490039.742.428.4413.0613.7214.32.3111.9101158#80041.542.5642.7990039.792.428.4913.0113.

26、6714.32.7711.9102159#80041.541.9142.7890039.782.429.4813.0412.6813.32.111.9103200#80041.542.0542.7890039.782.427.7812.0214.3815.02.211.9施工单位:监理单位:设计单位:勘察单位:建设单位:编号：08旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标咼地面 标咼护筒 顶标咼钢护筒 直径(mm)护筒底标高 即:入强风 化标咼(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度 (m)护简入 土深

27、度(m)浇筑 时间104199#80041.542.3542.7590039.752.428.4513.7213.7114.32.611.9105156#140040.841.9443.07150040.074.228.7713.0512.6914.31.811.9106160#140041.541.7542.31150039.314.228.7112.0313.6013.62.411.9107122#140040.841.8843.06150040.064.228.5612.7912.914.51.811.9108123#140040.842.0543.25150040.254.228.56

28、12.2412.3614.152.1811.9109121#80041.541.9342.7590039.752.429.0512.4513.1113.702.1211.9110157#80041.541.7542.6390039.632.529.6311.8712.5313.002.811.91113#80041.541.8942.0990039.092.430.2411.2611.7711.852.9711.1311232#100041.541.941.93110038.933.026.1315.3716.1115.82.9711.1311358#140040.842.0942.38150

29、039.384.229.4811.3211.9812.92.7111.1311459#140040.842.1542.35150039.354.230.2510.5512.2112.12.8011.1311570#140040.842.2642.48150039.484.330.0810.7211.3812.42.7811.131162#80041.541.9442.1590039.152.426.2515.2515.7615.92.7911.1311722#80041.542.2042.4290039.422.427.4214.0814.7415.02.7811.1311823#80041.

30、542.1642.2690039.262.526.1615.3416.0016.12.911.13施工单位:监理单位:设计单位:勘察单位:建设单位:编号：09旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标高地面 标高护筒 顶标 高钢护筒 直径(mm)护筒底标高 即：入强风 化标高(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度 (m)护简 入土 深度(m)浇筑 时间11921#80041.542.1142.2790039.272.430.0711.4311.9412.22.8411.1412071#140040.8

31、42.0742.55150039.554.229.9510.8511.5112.62.5211.141214#80041.541.7742.4190039.412.430.0111.4912.012.42.3611.1412220#100041.541.8742.10110039.103.029.5511.6012.1912.52.4711.1412372#140040.841.9542.60150039.604.229.3011.5012.1613.32.3511.1412419#80041.542.1842.3090039.302.529.9011.6012.1112.42.8811.14

32、12573#140040.842.0042.23150039.234.229.4811.3211.9812.72.7711.1612633#100041.541.9442.28110039.283.029.2815.2215.8116.02.6611.161275#80041.541.9442.3990039.392.428.5912.9113.4213.82.5511.161286#80041.541.9142.4290039.422.429.0212.4812.9913.42.4911.1612918#80041.541.8942.4090039.402.428.9012.6013.111

33、3.52.4911.1613034#100041.542.0542.37110039.373.029.0212.4813.0713.352.6711.1613154#140040.842.1142.68150039.684.228.6812.1212.7814.02.4311.1613255#140040.842.1542.19150039.154.229.1911.6112.2713.02.9611.1713357#140040.842.2942.86150039.864.228.7612.0412.7014.12.4311.17施工单位:监理单位:设计单位:勘察单位:建设单位:编号：10旋

34、挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标咼地面 标咼护筒 顶标咼钢护筒 直径(mm)护筒底标高 即:入强风 化标咼(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度 (m)护简 入土 深度(m)浇筑 时间13456#140040.842.0942.14150039.144.229.0411.7612.4213.12.9511.1713574#14004142.3542.44150039.444.228.4412.5613.2214.02.9111.1713676#14004141.5141.52150038.52

35、4.228.3212.6813.3413.22.9911.1713784#80039.841.9342.0990039.092.428.6911.1111.6213.42.8411.1713885#80039.841.9842.1490039.142.428.9410.8611.3713.22.8411.1713986#80039.842.2942.3490039.342.428.9410.8610.5713.42.9511.1714087#80039.842.0842.3590039.352.529.0510.7511.2613.32.7311.1714135#100041.541.8741

36、.93110038.933.028.2313.2713.8613.72.9311.1814252#140040.841.8741.89150038.894.229.2411.5612.2212.652.9811.1814353#140040.842.1142.21150039.214.228.9611.8412.7013.22.9011.1814475#140041.042.1742.40150039.404.229.0511.9512.5113.32.7711.1814577#140041.042.0842.49150039.294.229.6411.3612.0212.82.5911.18

37、14680#80039.842.0442.3390039.332.428.8310.9711.4813.52.7111.1814781#80039.841.9142.1090039.102.428.7511.0511.5613.32.8111.1814882#80039.842.0942.1590039.152.528.5511.2511.7613.62.9411.18施工单位:监理单位:设计单位:勘察单位:建设单位:编号：11旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标咼地面 标咼护筒 顶标咼钢护筒 直径(mm)护筒底标高 即:入强风 化标咼(

38、m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度 (m)护简 入土 深度(m)浇筑 时间14983#80039.841.9342.0190039.012.428.8110.9911.5013.22.9211.181507#80041.541.8541.9690038.962.528.7612.7413.2513.22.8911.1915117#80041.541.8742.0090039.002.428.5013.0013.5113.52.8711.1915236#100041.541.9742.36110039.363.029.3612.1412.7313.0

39、2.6111.1915350#140040.841.7241.76150038.764.228.8611.9412.6012.92.9611.1915451#140040.841.9042.24150039.244.228.4412.3613.0213.82.6611.1915593#120039.242.1942.72130039.723.628.9210.2810.8713.82.4711.1915695#120039.242.4142.80130039.803.628.7010.5011.0914.12.6111.1915796#120039.242.3642.85130039.853.

40、629.1510.0510.6413.72.5111.191588#80041.542.1442.1690039.162.428.3613.1413.6513.82.9811.2015916#80041.542.0442.1090039.102.429.4012.1012.6112.72.9411.2016037#100041.542.1041.15110038.153.028.5512.9513.8412.63.9511.2016148#140040.842.2742.29150039.294.228.6912.1112.7713.62.9811.2016249#140040.842.0042.18150039.184.328.2812.5213.1813.92.8211.2016390#120039.242.6343.39130040.393.629.599.6110.2013.82.2411.20施工单位:监理单位:设计单位:勘察单位:建设单位:编号：12旋挖灌注桩验收记录表工程名称：金光道总部大楼大厦及地下室序 号桩位 编号桩径(mm)桩顶 标咼地面 标咼护筒 顶标咼钢护筒 直径(mm)护筒底标高 即:入强风 化标咼(m)入持力 层深度(m)桩底 标咼砼有效 桩长(m)钢筋笼 长度(m)终孔 深度 (m)护简 入土 深度(m)浇筑 时间16491#120039