抗浮锚杆桩施工记录

1、工程名称施工单位湖北独山建筑工程有限责任公司监理单位中国轻工业武汉设计工程有限责任公司序号施工日期锚杆编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆 强度(MPa)砂浆用量(m )充盈系数锚顶标高(m)浇灌 时间设计实际锚固段 长度/m自由段 长度/m数量/ 规格长度理论实际120156288:109:051#试150199.69.59.519.550.752 2210.15M300.180.2041.219.115:10210:0010:452#试150199.569.59.529.510.752 2210.15M300.180.2041.219.31

2、5:45311:2012:153#试150199.589.59.529.530.752 2210.15M300.180.2041.219.216:20施工单位检查结果验收结论：监理工程师：年月日监理单位验收结果验收结论：监理工程师：年月日工程名称施工单位湖北独山建筑工程有限责任公司监理单位序号施工日期锚杆 编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系 数桩顶标高(m)浇灌 时间设计实际锚固段 长度/m自由段 长度/m数量/ 规格长度理论实际120156296:006:35132#150199.69.59.519.5

3、50.7522010.15M300.180.2041.219.114:1026:507:2596#150199.569.59.529.510.7522010.15M300.180.2041.219.314:3037:408:1887#150199.599.59.529.540.7522010.15M300.180.2041.219.215:2048:359:16128#150199.569.59.549.510.7522010.15M300.180.2041.219.116:1059:3610:15207#150199.569.59.539.510.7522010.15M300.180.204

4、1.219.216:55610:3711:2390#150199.579.59.529.520.7522010.15M300.180.2041.219.317:30711:4112:3594#150199.69.59.539.550.7522010.15M300.180.2041.219.118:20813:2013:5588#150199.659.59.539.60.7522010.15M300.180.2041.219.319:10914:1514:5085#150199.559.59.519.50.7522010.15M300.180.2041.219.219:50施工单位监理单位验收结

5、论：检查结果验收结果监理工程师：年月日本表由施工单位填写，城建档案馆、建设单位、施工单位各保存一份工程名称施工单位湖北独山建筑工程有限责任公司监理单位序号施工日期锚杆 编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系数桩顶深度(m)浇灌时间设计实际锚固段长度/m自由段 长度/m数量/规格长度理论实际120156307:007:3562#150199.69.59.519.50.752 2010.15M300.180.2041.219.115:0027:508:25199#150199.569.59.529.50.752

6、2010.15M300.180.2041.219.315:3038:409:1889#150199.599.59.529.50.752 2010.15M300.180.2041.219.216:0049:3510:1697#150199.569.59.549.50.752 2010.15M300.180.2041.219.116:32510:3611:15130#150199.569.59.539.520.752 2010.15M300.180.2041.219.217:05611:3712:2384#150199.579.59.529.550.752 2010.15M300.180.2041

7、.219.317:35712:4113:3599#150199.69.59.539.520.752 2010.15M300.180.2041.219.118:10施工单位检查结果监理单位验收结果验收结论：监理工程师：年月日工程名称施工单位湖北独山建筑工程有限责任公司监理单位序号施工日期锚杆 编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系数桩顶标高(m)浇灌时间设计实际锚固段长度/m自由段 长度/m数量/规格长度理论实际17:007:45137#150199.69.59.519.50.752 2010.15M300.1

8、80.2041.219.118:3028:559:50157#150199.569.59.529.50.752 2010.15M300.180.2041.219.319:20310:0010:45102#150199.599.59.529.50.752 2010.15M300.180.2041.219.210:10415:0015:50122#150199.569.59.549.50.752 2010.15M300.180.2041.219.121:05516:0016:45131#150199.569.59.539.520.752 2010.15M300.180.2041.219.221:5

9、0施工单位检查结果监理单位验收结果验收结论：监理工程师：年月日本表由施工单位填写，城建档案馆、建设单位、施工单位各保存一份工程名称施工单位湖北独山建筑工程有限责任公司监理单位序号施工日期锚杆 编号设计孔径(mm)场地标高(m)锚顶高度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系数桩顶标高浇灌时间设计实际锚固段长度/m自由段长度/m数量/规格长度理论实际17:007:40100#15019199.59.519.50.752 2010.15M300.180.2041.219.19:1027:458:10212#15019199.59.529.50.752 20

10、10.15M300.180.2041.219.310:1038:158:55180#15019199.59.529.50.752 2010.15M300.180.2041.219.212:0049:009:40164#15019199.59.549.50.752 2010.15M300.180.2041.219.121:0559:4510:20136#15019199.59.539.520.752 2010.15M300.180.2041.219.214:00610:3111:10114#15019199.59.529.520.752 2010.15M300.180.2041.219.315:

11、10施工单位检查结果监理单位验收结果验收结论：监理工程师：年月日工程名称施工单位湖北独山建筑工程有限责任公司监理单位序号施工日期锚杆 编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系数桩顶标高(m)浇灌时间设计实际锚固段长度/m自由段 长度/m数量/规格长度理论实际111:1211:50204#150199.69.59.519.50.752 2010.15M300.180.2041.219.114:00212:0012:50105#150199.569.59.529.50.752 2010.15M300.180.204

12、1.219.315:00314:0014:45103#150199.599.59.529.50.752 2010.15M300.180.2041.219.215:50415:0115:50106#150199.569.59.549.50.752 2010.15M300.180.2041.219.116:30515:5016:20179#150199.569.59.539.520.752 2010.15M300.180.2041.219.217:20施工单位检查结果监理单位验收结果验收结论：监理工程师：年月日工程名称施工单位湖北独山建筑工程有限责任公司监理单位序号施工日期锚杆 编号设计孔径(mm

13、)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系数桩顶标高(m)浇灌 时间设计实际锚固段 长度/m自由段 长度/m数量/ 规格长度理论实际17:108:00276#150199.69.59.519.50.7522010.15M300.180.2041.219.19:1028:058:55277#150199.569.59.529.50.7522010.15M300.180.2041.219.39:5039:009:45278#150199.599.59.529.50.7522010.15M300.180.2041.219.210:204

14、10:0010:45279#150199.569.59.549.50.7522010.15M300.180.2041.219.111:50511:0812:01280#150199.569.59.539.520.7522010.15M300.180.2041.219.212:50614:0014:45281#150199.579.59.529.520.7522010.15M300.180.2041.219.315:30715:1015:50282#150199.69.59.539.520.7522010.15M300.180.2041.219.116:40816:1016:55283#1501

15、99.659.59.539.520.7522010.15M300.180.2041.219.117:30917:0018:40284#150199.559.59.519.520.7522010.15M300.180.2041.219.319:501019:0019:50285#150199.69.59.529.520.7522010.15M300.180.2041.219.220:301120:3021:15286#150199.569.59.519.520.7522010.15M300.180.2041.219.122:201221:3022:10287#150199.599.59.529.

16、520.7522010.15M300.180.2041.219.223:10验收结论：施工单位监理单位检查结果验收结果监理工程师:工程名称施工单位湖北独山建筑工程有限责任公司监理单位序号施工日期锚杆 编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系数桩顶标高(m)浇灌时间设计实际锚固段长度/m勻由段 殳度/m数量/规格长度理论实际1322:2023:05288#150199.69.59.519.50.752 2010.15M300.180.2041.219.112:20施工单位检查结果监理单位验收结果验收结论：监理工程

17、师：年月日序号施工日期锚杆 编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系数桩顶标高(m)浇灌时间设计实际锚固段长度/m自由段 长度/m数量/规格长度理论实际17:007:35289#150199.69.59.519.50.7522010.15M300.180.2041.219.17:5028:458:10290#150199.569.59.529.50.7522010.15M300.180.2041.219.38:4038:208:55291#150199.599.59.529.50.7522010.15M300.

18、180.2041.219.29:3049:009:35292#150199.569.59.549.50.7522010.15M300.180.2041.219.111:1059:4510:10293#150199.569.59.539.520.7522010.15M300.180.2041.219.212:01610:2511:00294#150199.579.59.529.520.7522010.15M300.180.2041.219.314:50711:1011:55295#150199.69.59.539.520.7522010.15M300.180.2041.219.115:10812

19、:0012:50296#150199.659.59.539.520.7522010.15M300.180.2041.219.115:50914:0014:35297#150199.559.59.519.520.7522010.15M300.180.2041.219.316:101014:4015:10304#150199.69.59.529.520.7522010.15M300.180.2041.219.217:101115:2015:55305#150199.569.59.519.520.7522010.15M300.180.2041.219.117:501216:0016:30306#15

20、0199.599.59.529.520.7522010.15M300.180.2041.219.218:35湖北独山建筑工程有限责任公司工程名称施工单位监理单位验收结论：施工单位监理单位检查结果验收结果监理工程师:共39 页第10页抗浮锚杆桩施工记录工程名称施工单位湖北独山建筑工程有限责任公司监理单位序号施工日期锚杆 编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)砂浆用量(m3)充盈系数桩顶标高(m)浇灌 时间设计实际锚固段 长度/m自由段 长度/m数量/ 规格长度理论实际1316:4517:10307#150199.69.59.519.5

21、0.7522010.15M300.180.2041.219.119:101417:2517:57308#150199.569.59.529.50.7522010.15M300.180.2041.219.320:101518:0018:40309#150199.599.59.529.50.7522010.15M300.180.2041.219.220:551618:4519:15310#150199.569.59.549.50.7522010.15M300.180.2041.219.121:201719:2020:00311#150199.569.59.539.520.7522010.15M30

22、0.180.2041.219.222:101820:1020:55312#150199.579.59.529.520.7522010.15M300.180.2041.219.323:001921:0021:35313#150199.69.59.539.520.7522010.15M300.180.2041.219.123:502021:4522:15314#150199.659.59.539.520.7522010.15M300.180.2041.219.100:232122:2523:00315#150199.559.59.519.520.7522010.15M300.180.2041.21

23、9.31:102223:1000:00316#150199.69.59.529.520.7522010.15M300.180.2041.219.21:50施工单位监理单位验收结论：检查结果验收结果监理工程师：年月日工程名称施工单位湖北独山建筑工程有限责任公司监理单位序号施工日期锚杆 编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系数桩顶标高(m)浇灌 时间设计实际锚固段 长度/m自由段 长度/m数量/ 规格长度理论实际16:107:00317#150199.69.59.519.50.7522010.15M300.180

24、.2041.219.114:1027:057:50318#150199.569.59.529.50.7522010.15M300.180.2041.219.314:4037:558:30319#150199.599.59.529.50.7522010.15M300.180.2041.219.215:3048:359:10320#150199.569.59.549.50.7522010.15M300.180.2041.219.116:0059:2010:00321#150199.569.59.539.520.7522010.15M300.180.2041.219.216:45610:1011:0

25、0322#150199.579.59.529.520.7522010.15M300.180.2041.219.317:10711:0811:45323#150199.69.59.539.520.7522010.15M300.180.2041.219.117:35811:5712:30324#150199.659.59.539.520.7522010.15M300.180.2041.219.118:10914:0014:40325#150199.559.59.519.520.7522010.15M300.180.2041.219.318:451014:5015:00326#150199.69.5

26、9.529.520.7522010.15M300.180.2041.219.219:101115:1015:50327#150199.569.59.519.520.7522010.15M300.180.2041.219.119:451215:5516:00328#150199.599.59.529.520.7522010.15M300.180.2041.219.220:15施工单位监理单位验收结论：检查结果验收结果监理工程师：年月日工程名称全力南服务中心三期二区1#、2#楼地下室施工单位湖北独山建筑工程有限责任公司监理单位中国轻工业武汉设计工程有限责任公司序号施工日期锚杆 编号设计孔径(mm)

27、场地标高(m)成孔深度(m)锚顶高度(m)锚杆深(m)锚杆桩长(m)杆体材料笼顶标咼(m)砂浆 强度(MPa)3砂浆用量(m )充盈系数桩顶标高(m)浇灌 时间设计实际锚固段 长度/m自由段 长度/m数量/ 规格长度理论实际1316:1017:00329#150199.6199.59.519.50.752 2010.1519.7M300.180.2041.219.120:551417:1017:50330#150199.56199.59.529.50.752 2010.1519.7M300.180.2041.219.321:201517:5818:30331#150199.59199.59.5

28、29.50.752 2010.1519.7M300.180.2041.219.221:551618:4019:10332#150199.56199.59.549.50.752 2010.1519.7M300.180.2041.219.122:201719:2020:20333#150199.56199.59.539.520.752 2010.1519.7M300.180.2041.219.222:551820:3521:00334#150199.57199.59.529.520.752 2010.1519.7M300.180.2041.219.323:201921:1521:50335#150

29、199.6199.59.539.520.752 2010.1519.7M300.180.2041.219.123:552022:0022:40336#150199.65199.59.539.520.752 2010.1519.7M300.180.2041.219.100:202122:5023:30337#150199.55199.59.519.520.752 2010.1519.7M300.180.2041.219.300:55施工单位检查结果检查结果：符合规范要求技术负责人：施工贝：质检贝：2015年7月6日监理单位验收结果验收结论：监理工程师：年月日工程名称施工单位湖北独山建筑工程有限责

30、任公司监理单位序号施工日期锚杆 编号设计孔径(mm)场地标高(m)成孔深度(m)锚杆深(m)锚杆桩长(m)杆体材料砂浆强度(MPa)3砂浆用量(m )充盈系数桩顶标高(m)浇灌时间设计实际锚固段 长度/m自由段 长度/m数量/ 规格长度理论实际298#22010.150.2047.81150199.69.59.519.50.75M300.181.219.17:0017:407:45299#22010.150.2047.82150199.569.59.529.50.75M300.181.219.37:458:108:30300#22010.150.2047.838:208:55150199.59

31、9.59.529.50.75M300.181.219.29:1022010.150.2047.849:009:45301#150199.569.59.549.50.75M300.181.219.19:555302#150199.569.59.539.520.7522010.15M300.180.2041.219.27.89:5010:2010:4522010.150.2047.86303#150199.579.59.529.520.75M300.181.219.310:3011:1011:3522010.150.2047.87275#150199.69.59.539.520.75M300.18

32、1.219.111:2012:0014:2022010.150.2047.88274#150199.659.59.539.520.75M300.181.219.112:1013:0015:0022010.150.2047.89273#150199.559.59.519.520.75M300.181.219.314:3015:0815:5022010.150.2047.810272#150199.69.59.529.520.75M300.181.219.215:1015:5516:3511271#150199.569.59.519.520.7522010.15M300.180.2041.219.17.816:0016:4517:1012270#150199.599.59.529.520.7522010.15M300.180.2041.219.27.816:5017:4017:55验收结论：施工单位监理单位监理工程师：检查结果验收结果年月日工程名称施工单位湖北独山建筑工程