地铁监测日报文档格式.docx
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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:
30~15:
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)
累计变量(mm)
本次
变量(mm)
变形
速率
2015.06.06
DB01-01
1524.60776
1524.60758
-0.2
/
压盖
DB01-02
1524.42258
1524.42231
-0.3
DB02-01
1524.47914
1524.46240
-16.7
破坏
DB02-02
1524.31102
1524.31036
-0.7
DB03-01
1524.81509
1524.80340
-11.7
1次/30d
DB03-02
1524.80405
1524.80641
2.4
DB03-03
1524.35576
1524.34168
-14.1
DB03-04
1524.34085
1524.32146
-19.4
DB04-01
1524.79789
1524.74570
-52.2
DB04-02
1524.89681
1524.89561
-1.2
DB04-03
1524.58836
1524.55559
-32.8
DB04-04
1524.50497
1524.47658
-28.4
DB05-01
1523.17415
1523.17416
0.0
DB05-02
1523.30152
1523.30671
5.2
DB05-03
1524.58680
1524.53283
-54.0
DB05-04
1524.70259
1524.68884
-13.8
DB06-01
1523.07847
1523.08117
2.7
DB06-02
1523.17514
1523.12815
-47.0
DB06-03
1524.50850
1524.39545
-113.0
1次/15d
DB06-04
1524.73575
1524.64723
-88.5
DB07-01
1523.08177
1523.07387
-7.9
DB07-02
1523.06538
1523.04092
-24.5
DB07-05
1524.38749
1524.28294
-179.5
DB07-06
1524.53859
1524.52577
-12.8
DB08-01
1523.07061
1523.06162
-9.0
DB08-02
1523.02182
1523.01498
-6.8
DB08-03
1524.84368
1524.74416
-99.5
DB08-04
1525.06503
1524.95235
-112.7
DB09-01
1523.13006
1523.13222
2.2
D0B9-02
1523.04192
1523.04484
2.9
DB09-03
1524.71297
1524.58162
-131.4
DB09-04
1524.99639
1524.72814
-268.3
DB10-01
1523.07320
1523.06097
-12.2
1次/3d
DB10-02
1523.06430
1523.06362
DB10-03
1524.59382
1524.47201
-121.6
-121.8
1524.90166
1524.70411
-197.0
-0.5
DB11-01
1523.04685
1523.04989
3.0
DB11-02
1523.09489
1523.10154
6.7
DB11-03
1524.61848
1524.42709
-190.8
-191.4
-0.6
0.6
DB11-04
1524.79489
1524.67588
-118.6
-119.0
-0.4
DB12-01
1523.07114
1523.07261
1.5
DB12-02
1523.08866
1523.09043
1.8
DB12-03
1524.72317
1524.57513
-147.9
-148.0
DB12-04
1524.75078
1524.67554
-74.9
-75.2
DB13-01
无法埋设
DB13-02
1523.14824
1523.15257
4.3
DB13-03
1525.11957
1525.11018
-9.4
DB13-04
1524.87252
1524.81105
-61.1
-61.5
DB14-01
1524.97036
1524.96535
-5.0
DB15-01
1524.90690
1524.86127
-45.2
-45.6
备注:
-为下沉、+为上抬报警值:
30mm×
0.85=25.5mm
监测员:
杨志鹏计算:
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)
GW02-1
1524.45814
1524.27821
-179.9
遮挡
GW01-02
1524.86338
1524.78237
-81.0
GW01-03
1524.69156
1524.40645
-285.1
破环
GW01-04
1524.69060
1524.57223
-117.7
-118.4
0.7
GW01-05
1524.40243
1524.16951
-232.9
GS02-1
1524.39321
1524.18503
-207.8
GS01-02
1524.74811
1524.63527
-112.8
GS01-03
1524.55621
1524.39502
-161.2
GS01-04
1524.51605
1524.38601
-129.9
-130.0
-0.1
GS01-05
1524.68989
1524.56422
-125.7
GM01-01
1525.08468
1524.91442
-170.3
1524.87509
1524.72712
GM01-03
1524.71307
1524.62923
-83.4
-83.8
GM02-1
1524.91505
1524.87179
-42.9
-43.3
GM01-05
1524.30945
1524.11237
-196.8
-197.1
0.3
GM01-06
1524.42801
1524.20176
-226.3
-为下沉+为上抬 报警值:
燃气:
10mm×
0.85=8.5mm;
污水、上水:
30mm×
拱星墩站建筑物沉降监测日报表
00
(mm)
J001
1525.12344
1525.12473
1.3
J005
1524.68878
1524.69099
J007
1524.84492
1524.84657
1.6
J009
1525.12758
1525.13065
3.1
J010
1523.42928
1523.42923
J011
1523.09187
1523.09011
J012
1525.00486
1525.00639
J013-1
1525.07652
1525.07685
恢复
J014
1525.86004
1525.85570
-4.3
J016-1
1526.12638
1526.12798
J017
1525.48188
1525.48314
J018-2
1525.63407
1525.63464
J015-1
1526.13052
1526.13039
拱星墩站基坑桩顶竖向位移监测日报表
40~15:
本次高程
(m)
变量
C01
1524.80448
1524.80443
C02
1525.03303
1525.03416
1.1
C03
1525.07976
1525.07951
C04
1523.59176
1523.59161
C05
1523.47182
1523.47261
0.8
C22
1524.90203
1524.89936
-2.7
C23
1524.88629
1524.88484
-1.5
C24
1524.79903
1524.79802
-1.0
C06
1523.28829
1523.29040
2.1
C07
1523.35051
1523.35275
C08
1523.38994
1523.39356
3.6
C19
1525.06789
1525.06363
C20
1525.04639
1525.04409
-2.3
C21
1524.94962
1524.95070
C09
1523.40785
1523.41089
C10
1523.42724
1523.43312
5.9
C11-1
1523.45730
1523.45723
C12
1523.52450
1523.52767
3.2
C13-1
1525.29365
1525.29622
2.5
2.6
C14
1525.24646
1525.24754
C15
1525.16160
1525.16554
4.4
3.9
C16
1525.14110
1525.14234
1.2
1525.05548
1525.06177
6.4
C18
1525.04784
1525.04918
C25
1525.11583
1525.11375
-2.1
C26
1524.83577
1524.83138
-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
00~10:
20
莱卡TS11
1620647
偏移方向
初始测量值(m)
本次测量值(m)
本次变量(mm)
X
Y
W01
△Y
51637.9790
55199.7128
51637.9797
55199.7183
-4.8
W13-1
51608.5643
55429.8163
51608.5754
55429.8283
-8.9
已恢复
W02
△X
51655.5528
55212.0724
51655.5483
55212.0776
-3.8
W03
51646.4700
55241.1727
51646.4630
55241.1773
W04
51644.2397
55257.2952
51644.2398
55257.2987
-1.1
W05
51640.4935
55282.8194
51640.4997
-2.8
W06
51635.9040
55316.0428
51635.8923
55316.0524
W07
51633.9427
51633.9546
51633.9551
55330.2260
-9.1
-9.3
W08
51631.3455
55349.0675
51631.3596
55349.0671
-5.9
W09
51628.8008
55367.3713
51628.8015
55367.3845
-9.2
W10
51625.4876
55391.5581
51625.4926
55391.5706
-6.9
W11-1
51622.7842
55411.0008
51622.7822
55411.0128
W12
51620.4410
55429.9641
51620.4497
55429.9723
W14
51598.7208
55425.5507
51598.7319
55425.5635
-6.3
51601.3372
55408.5092
51601.3808
55408.5183
37.4
W16
51603.7608
55390.7017
51603.7642
55390.7449
W17
51606.4922
55370.6402
51606.5027
55370.6558
6.8
W18
51609.7016
55347.6680
51609.6931
55347.7124
-6.2
W19
51612.6