长螺旋钻孔灌注桩施工记录表

1、长长螺螺旋旋成成孔孔泵泵压压砼砼钻钻孔孔灌灌注注桩桩施施工工记记录录 工程名称： 设计砼标号：C20 桩径：400 设计桩顶标高：-4.555m 2011年4月3日序号 桩号孔口标高（m）桩底标高（m）进深尺寸（m）设计桩长（m）实际桩长（m）成 孔灌 注 砼理论灌注砼量（m3）实际灌注砼量（m3）充盈系数坍落度(mm)备注开始时间开始时间结束时间39017#-1.85-17.9516.313.4014.37:037:107:131.681.803-1.87-18.0716.213.5214.27:197:287:311.701.783-1.

2、83-18.0516.313.5014.37:347:427:451.701.801683-1.89-18.0416.213.4914.27:487:578:001.701.783.141593394111#-1.86-18.1616.313.6114.38:038:108:131.711.803.141593395113#-1.82-18.1316.213.5814.38:168:238:261.711.803.141593396159#-1.84-18.0516.113.5014.28:308:398:421.701.783.141593397161#-1.88-

3、18.0716.213.5214.39:089:159:181.701.803.141593398205#-1.85-18.1616.313.6114.29:219:259:281.711.783.141593399207#-1.81-18.0116.213.4614.39:319:359:381.691.803.141593400253#-1.84-17.9416.113.3914.29:4110:3110:351.681.781713.141593401255#-1.86-18.0616.213.5114.310:3810;4510:481.701.803.141593402299#-1.

4、82-18.0216.213.4714.210:5110:5811:011.691.783.141593403301#-1.87-17.9716.113.4214.211:0311:1011:131.691.783.141593404347#-1.85-18.0516.213.5014.311:1611:2511:281.701.803.141593405349#-1.81-18.0116.213.4614.311:3111:3711:401.691.803.141593406393#-1.84-17.9416.113.3914.211:4311:5011:531.681.781633.141

5、593407395#-1.89-18.0916.213.5414.311:5712:0412:071.701.803.141593408441#-1.83-17.9316.113.3814.212:0812:1212:141.681.783.141593409487#-1.87-18.0716.213.5214.312:1612:2012:221.701.803.141593监理工程师： 施工单位： 技术负责人： 记录人：长长螺螺旋旋成成孔孔泵泵压压砼砼钻钻孔孔灌灌注注桩桩施施工工记记录录 工程名称： 设计砼标号：C20 桩径：400 设计桩顶标高：-4.555m 2011年4月3日序号 桩号

6、孔口标高（m）桩底标高（m）进深尺寸（m）设计桩长（m）实际桩长（m）成 孔灌 注 砼理论灌注砼量（m3）实际灌注砼量（m3）充盈系数坍落度(mm)备注开始时间开始时间结束时间410666#-1.87-18.0716.213.5214.312:2412:3212:351.701.803.141593411581#-1.85-18.0516.213.5014.212:3812:4512:481.701.781623.141593412629#-1.83-17.9316.113.3814.312:5112:5813:011.681.803.141593413535#-1.86-18.0616.21

7、3.5114.213:0413:1113:141.701.783.141593414583#-1.84-18.0416.213.4914.313:1713:2413:411.691.803.141593415631#-1.87-17.9716.113.4214.213:2913:3713:411.691.783.141593416489#-1.81-18.0116.213.4614.313:4413:5113:541.631.803.141593417537#-1.84-17.9416.113.3914.213:5714:0414:071.681.783.141593418443A-1.83-

8、17.9316.113.3814.214:1814:3014:331.681.781713.141593419443B-1.87-17.9716.113.4214.214:3814:4714:501.691.783.141593420585#-1.84-17.9416.113.3914.214:4415:0115:041.681.783.141593421633#-1.86-17.7615.913.2114.315:0715:1515:181.661.803.141593422635#-1.83-17.9316.113.3814.315:2115:2815:311.681.803.141593

9、423587#-1.89-18.0916.213.5414.315:3415:4215:451.701.803.141593424539#-1.85-18.0516.213.5014.215:5016:0116:041.701.781623.141593425541#-1.82-18.0216.213.4714.216:0716:1516:181.691.783.141593426491#-1.87-17.9716.113.4214.316:2116:3116:341.691.803.141593427493A-1.89-18.0916.213.5414.316:4917:0117:041.7

10、01.803.141593428445-1.87-18.0716.213.5214.317:1317:3017:331.701.803.141593429447#-1.84-17.9416.113.3914.117:3617:4517:481.611.773.141593监理工程师： 技术负责人： 记录人：长长螺螺旋旋成成孔孔泵泵压压砼砼钻钻孔孔灌灌注注桩桩施施工工记记录录 工程名称： 设计砼标号：C20 桩径：400 设计桩顶标高：-4.555m 2011年4月3日序号 桩号孔口标高（m）桩底标高（m）进深尺寸（m）设计桩长（m）实际桩长（m）成 孔灌 注 砼理论灌注砼量（m3）实际灌注砼量

11、（m3）充盈系数坍落度(mm)备注开始时间开始时间结束时间430399#-1.87-17.8716.013.3214.218:0318:1518:181.671.783.141593431397#-1.83-17.9316.113.3814.118:2118:3918:421.681.773.141593432351#-1.86-17.7615.913.2114.218:4518:5318:561.661.781633.141593433353#-1.89-17.8916.013.3414.119:0119:1019;131.681.773.141593434303#-1.84-17.9416

12、.113.3914.219:1619:2519:281.681.783.141593435305#-1.87-17.8716.013.3214.219:3019:3619:391.671.783.141593436257#-1.86-17.7615.913.2114.119:4219:4919:521.661.773.141593437259#-1.84-17.9416.113.3914.219:5520:0320:061.681.783.141593438209#-1.89-17.8916.013.3414.120:0920:1820:211.681.771703.141593439115#

13、-1.86-17.7615.913.2114.120:2420:3120:341.661.773-1.84-17.9416.113.3914.221:0121:0921:121.681.783-1.81-17.8116.013.2614.121:1521:1821:211.671.773.141593442163#-1.85-17.7515.913.2014.121:5021:5722:001.661.773.141593443211#-1.83-17.9316.113.3814.222:0322:1122:141.681.783.14159

14、3444117#-1.81-17.8116.013.2614.222:1722:2422:271.671.781803-1.84-17.9416.113.3914.122:3022:3722:401.681.773-1.85-17.7515.913.2014.222:4822:5723:001.661.783.141593447165#-1.81-17.8116.013.2614.123:0523:1423:171.671.773-1.83-17.9316.113.3814.223:2523:3423:381.681

15、.783-1.81-17.8116.013.2614.123:4523:5323:561.671.773.141593监理工程师： 技术负责人： 记录人：长长螺螺旋旋成成孔孔泵泵压压砼砼钻钻孔孔灌灌注注桩桩施施工工记记录录 工程名称： 设计砼标号：C20 桩径：400 设计桩顶标高：-4.555m 2011年4月3日序号 桩号孔口标高（m）桩底标高（m）进深尺寸（m）设计桩长（m）实际桩长（m）成 孔灌 注 砼理论灌注砼量（m3）实际灌注砼量（m3）充盈系数坍落度备注开始时间开始时间结束时间45027#-1.85-17.7515.913.2014.20:000:090

16、:121.782.181.223-1.84-17.9416.113.3914.20:150:220:251.782.161.211753.141593452119#-1.86-17.7615.913.2114.10:280:350:381.772.161.223-1.89-17.8916.013.3414.20:410:490:521.782.231.253.141593454121#-1.87-17.8716.013.3214.11:522:002:031.772.181.231803.141593455213#-1.85-17.7515.

17、913.2014.12:062:142:171.772.201.243.141593456169#-1.81-17.8116.013.2614.22:202:272:301.782.181.223.141593457215#-1.86-17.7615.913.2114.22:583:063:091.782.161.213.141593458261#-1.84-17.6415.813.0914.13:123:203:231.772.161.223.141593459263#-1.81-17.8116.013.2614.23:263:343:371.782.161.213.141593460307

18、#-1.86-17.7615.913.2114.13:403:473:501.772.161.221653.141593461309#-1.81-17.8116.013.2614.23:534:034:061.782.231.253.141593462355#-1.85-17.7515.913.2014.14:094:174:201.772.181.233.141593463357#-1.89-17.8916.013.3414.14:234:264:291.772.201.243.141593464401#-1.86-17.7615.913.2114.24:324:404:431.782.18

19、1.223.141593465495#-1.81-17.8116.013.2614.14:455:025:051.772.141.213.141593466589#-1.84-17.9416.113.3914.25:085:155:181.782.191.231723.141593467637#-1.81-17.8116.013.2614.15:215;305:331.772.201.243.141593468543#-1.83-17.9316.113.3814.25:365:435:461.782.181.223.141593469449#-1.81-17.8116.013.2614.15:

20、495:565:591.671.771.213.141593监理工程师： 技术负责人： 记录人：长长螺螺旋旋成成孔孔泵泵压压砼砼钻钻孔孔灌灌注注桩桩施施工工记记录录 工程名称： 设计砼标号：C20 桩径：400 设计桩顶标高：-4.555m 2011年4月3日序号 桩号孔口标高（m）桩底标高（m）进深尺寸（m）设计桩长（m）实际桩长（m）成 孔灌 注 砼理论灌注砼量（m3）实际灌注砼量（m3）充盈系数坍落度备注序号 桩号孔口标高（m）桩底标高（m）进深尺寸（m）设计桩长（m）实际桩长（m）成 孔灌 注 砼理论灌注砼量（m3）实际灌注砼量（m3）充盈系数坍落度备注开始时间开始时间结束时间470403#-1.83-17.9316.113.3814.21:341:406:021.681.781.223.141593471497#-1.89-17.8916.013.3414.11:461:526