地铁监测日报文档格式.docx

1、885.5（KN）15.2（KN）最大2）巡视情况现阶段拱星墩车站开挖已经完成，基坑南侧路面存在轻微裂缝与下沉，主要因该段车流量较大引起。4、结论及建议根据监测数据和现场巡视情况，我部得出以下结论及给出建议：拱星墩站目前正在进行基坑开挖已经完成，正在进行中板混泥土浇筑及顶板模板支架的施工作业，我部将加强监测与巡视并及时上传数据至安监平台。兰州轨道1号线一期工程14标段承包单位：中铁西北科学研究院有限公司 拱星墩站地表沉降监测日报表测试日期：2015.06.09测点布置图见附图测试时间：09:3015:30仪器名称：天宝DiNi03仪器编号：738603测点编号初始高程（m）本次高程（m）累计变

2、量（mm）本次变量（mm）变形速率2015.06.06DB01-011524.607761524.60758 -0.2 /压盖DB01-021524.422581524.42231 -0.3 DB02-011524.479141524.46240 -16.7 破坏DB02-021524.311021524.31036 -0.7 DB03-011524.815091524.80340 -11.7 1次/30dDB03-021524.804051524.80641 2.4 DB03-031524.355761524.34168 -14.1 DB03-041524.340851524.32146 -

3、19.4 DB04-011524.797891524.74570 -52.2 DB04-021524.896811524.89561 -1.2 DB04-031524.588361524.55559 -32.8 DB04-041524.504971524.47658 -28.4 DB05-011523.174151523.17416 0.0 DB05-021523.301521523.30671 5.2 DB05-031524.586801524.53283 -54.0 DB05-041524.702591524.68884 -13.8 DB06-011523.078471523.08117

4、2.7 DB06-021523.175141523.12815 -47.0 DB06-031524.508501524.39545 -113.0 1次/15dDB06-041524.735751524.64723 -88.5 DB07-011523.081771523.07387 -7.9 DB07-021523.065381523.04092 -24.5 DB07-051524.387491524.28294 -179.5 DB07-061524.538591524.52577 -12.8 DB08-011523.070611523.06162 -9.0 DB08-021523.021821

5、523.01498 -6.8 DB08-031524.843681524.74416 -99.5 DB08-041525.065031524.95235 -112.7 DB09-011523.130061523.13222 2.2 D0B9-021523.041921523.04484 2.9 DB09-031524.712971524.58162 -131.4 DB09-041524.996391524.72814 -268.3 DB10-011523.073201523.06097 -12.2 1次/3dDB10-021523.064301523.06362 DB10-031524.593

6、821524.47201 -121.6 -121.8 1524.901661524.70411 -197.0 -0.5 DB11-011523.046851523.04989 3.0 DB11-021523.094891523.10154 6.7 DB11-031524.618481524.42709 -190.8 -191.4 -0.6 0.6 DB11-041524.794891524.67588 -118.6 -119.0 -0.4 DB12-011523.071141523.07261 1.5 DB12-021523.088661523.09043 1.8 DB12-031524.72

7、3171524.57513 -147.9 -148.0 DB12-041524.750781524.67554 -74.9 -75.2 DB13-01无法埋设DB13-021523.148241523.15257 4.3 DB13-031525.119571525.11018 -9.4 DB13-041524.872521524.81105 -61.1 -61.5 DB14-011524.970361524.96535 -5.0 DB15-011524.906901524.86127 -45.2 -45.6 备注：-为下沉、+为上抬 报警值： 30mm0.85=25.5mm监测员：杨志鹏 计算

8、：何占军 复核：王建奇拱星墩 管线 沉降监测日报表测试时间09:测点编号本次变量（mm）变形速率（mm）GW02-11524.458141524.27821 -179.9 遮挡GW01-021524.863381524.78237 -81.0 GW01-031524.691561524.40645 -285.1 破环GW01-041524.690601524.57223 -117.7 -118.4 0.7 GW01-051524.402431524.16951 -232.9 GS02-11524.393211524.18503 -207.8 GS01-021524.748111524.6352

9、7 -112.8 GS01-031524.556211524.39502 -161.2 GS01-041524.516051524.38601 -129.9 -130.0 -0.1 GS01-051524.689891524.56422 -125.7 GM01-011525.084681524.91442 -170.3 1524.875091524.72712 GM01-031524.713071524.62923 -83.4 -83.8 GM02-11524.915051524.87179 -42.9 -43.3 GM01-051524.309451524.11237 -196.8 -197

10、.1 0.3 GM01-061524.428011524.20176 -226.3 -为下沉+为上抬 报警值：燃气：10mm0.85=8.5mm； 污水、上水：30mm拱星墩站建筑物 沉降监测日报表00（mm）J0011525.12344 1525.12473 1.3 J0051524.68878 1524.69099 J0071524.84492 1524.84657 1.6 J0091525.12758 1525.13065 3.1 J0101523.42928 1523.42923 J0111523.09187 1523.09011 J0121525.00486 1525.00639 J

11、013-11525.07652 1525.07685 恢复J0141525.86004 1525.85570 -4.3 J016-11526.126381526.12798 J0171525.48188 1525.48314 J018-21525.63407 1525.63464 J015-11526.13052 1526.13039 拱星墩站 基坑桩顶竖向 位移监测日报表4015:本次高程（m）变量C011524.804481524.80443 C021525.033031525.03416 1.1 C031525.079761525.07951 C041523.591761523.5916

12、1 C051523.471821523.47261 0.8 C221524.902031524.89936 -2.7 C231524.886291524.88484 -1.5 C241524.799031524.79802 -1.0 C061523.288291523.29040 2.1 C071523.35051 1523.35275 C081523.389941523.39356 3.6 C191525.067891525.06363 C201525.046391525.04409 -2.3 C211524.949621524.95070 C091523.407851523.41089 C

13、101523.427241523.43312 5.9 C11-11523.45730 1523.45723 C121523.52450 1523.52767 3.2 C13-11525.29365 1525.29622 2.5 2.6 C141525.24646 1525.24754 C151525.16160 1525.16554 4.4 3.9 C161525.14110 1525.14234 1.2 1525.05548 1525.061776.4 C181525.04784 1525.04918 C251525.11583 1525.11375 -2.1 C261524.83577 1

14、524.83138 -4.4 0.85=8.5mm 何占军 复核：拱星墩站基坑桩顶水平位移监测日报表0010:20莱卡TS111620647偏移方向初始测量值（m）本次测量值（m）本次 变量（mm）XYW01Y51637.9790 55199.7128 51637.9797 55199.7183 -4.8 W13-151608.5643 55429.8163 51608.5754 55429.8283 -8.9 已恢复W02X51655.5528 55212.0724 51655.5483 55212.0776 -3.8 W0351646.4700 55241.1727 51646.4630

15、55241.1773 W0451644.2397 55257.2952 51644.2398 55257.2987 -1.1 W0551640.4935 55282.8194 51640.4997 -2.8 W0651635.9040 55316.0428 51635.8923 55316.0524 W0751633.9427 51633.9546 51633.9551 55330.2260 -9.1 -9.3 W0851631.3455 55349.0675 51631.3596 55349.0671 -5.9 W0951628.8008 55367.3713 51628.8015 5536

16、7.3845 -9.2 W1051625.4876 55391.5581 51625.4926 55391.5706 -6.9 W11-151622.7842 55411.0008 51622.7822 55411.0128 W1251620.4410 55429.9641 51620.4497 55429.9723 W1451598.7208 55425.5507 51598.7319 55425.5635 -6.3 51601.3372 55408.5092 51601.3808 55408.5183 37.4 W1651603.7608 55390.7017 51603.7642 55390.7449 W1751606.4922 55370.6402 51606.5027 55370.6558 6.8 W1851609.7016 55347.6680 51609.6931 55347.7124 -6.2 W1951612.6