锚杆注浆记录表

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301292013.10.39900.698否16:3516:43M301302013.10.39900.696否16:4416:52M301312013.10.39900.698否16:5317:01M301322013.10.39900.698否17:0217:10M30施工单位：监理单位：锚杆注浆记录表工程名称：桐庐县分水镇外范村村路山体崩塌治理工程施工单位：淳安华力建设工程有限公司锚杆编号施工日期孔深（m）孔径（mm）注浆压力（Kpa）注浆量（Kg）是否添加早强剂开始时间结束时间砂浆强度(ｍ3/水泥606kg)1332013.10.39900.696否17:1117:19M301342013.10.39900.697否17:2017:28M30可编辑可编辑精品精品可编辑精品1352013.10.39900.698否17:2917:37M301362013.10.39900.696否17:3817:46M301372013.10.39900.695否17:4717:55M301382013.10.49900.697否6:326:40M301392013.10.49900.695否6:416:49M301402013.10.49900.698否6:506:58M301412013.10.49900.695否6:597:07M301422013.10.49900.697否7:087:16M301432013.10.49900.695否7:177:25M301442013.10.49900.698否7:267:34M301452013.10.49900.699否7:357:43M301462013.10.49900.696否7:447:52M301472013.10.49900.698否7:538:01M301482013.10.49900.696否8:028:10M301492013.10.49900.695否8:118:19M301502013.10.49900.697否8:208:28M301512013.10.49900.695否8:298:37M301522013.10.49900.698否8:388:46M301532013.10.49900.695否7:087:16M301542013.10.49900.698否7:177:25M30施工单位：监理单位：锚杆注浆记录表可编辑可编辑精品精品可编辑精品工程名称：桐庐县分水镇外范村村路山体崩塌治理工程施工单位：淳安华力建设工程有限公司锚杆编号施工日期孔深（m）孔径（mm）注浆压力（Kpa）注浆量（Kg）是否添加早强剂开始时间结束时间砂浆强度(ｍ3/水泥606kg)1552013.10.49900.699否8:478:55M301562013.10.49900.696否8:569:04M301572013.10.49900.697否9:059:13M301582013.10.49900.698否9:149:22M301592013.10.49900.696否9:239:31M301602013.10.49900.695否9:329:40M301612013.10.49900.694否9:419:49M301622013.10.49900.693否9:509:58M301632013.10.49900.699否9:5910:08M301642013.10.49900.696否10:0910:17M301652013.10.49900.697否10:1810:26M301662013.10.49900.698否10:2710:35M301672013.10.49900.696否10:3610:44M301682013.10.49900.695否10:4510:53M301692013.10.49900.697否10:5411:02M301702013.10.49900.695否11:0311:11M301712013.10.49900.698否11:1211:20M301722013.10.49900.696否11:2111:29M30可编辑可编辑精品精品可编辑精品1732013.10.49900.697否11:3011:38M301742013.10.49900.698否11:3911:47M301752013.10.49900.696否11:4811:56M301762013.10.49900.695否1:081:16M30施工单位：监理单位：锚杆注浆记录表工程名称：桐庐县分水镇外范村村路山体崩塌治理工程施工单位：淳安华力建设工程有限公司锚杆编号施工日期孔深（m）孔径（mm）注浆压力（Kpa）注浆量（Kg）是否添加早强剂开始时间结束时间砂浆强度(ｍ3/水泥606kg)1772013.10.49900.694否1:171:25M301782013.10.49900.696否1:261:34M301792013.10.49900.699否1:351:43M301802013.10.49900.695否1:441:52M301812013.10.49900.694否1:532:01M301822013.10.49900.693否2:022:10M301832013.10.49900.694否2:112:19M301842013.10.49900.693否2:202:28M301852013.10.49900.699否2:292:37M301862013.10.49900.696否2:382:46M301872013.10.49900.697否2:472:55M301882013.10.49900.698否2:563:04M30可编辑可编辑精品精品可编辑精品1892013.10.49900.697否3:053:13M301902013.10.49900.695否3:143:22M301912013.10.49900.694否3:233:31M301922013.10.49900.696否3:323:40M301932013.10.49900.699否3:413:49M301942013.10.49900.695否3:503:58M301952013.10.49900.694否3:594:07M301962013.10.49900.693否4:084:16M30施工单位：监理单位：..