地铁深基坑测斜监测日报表

PAGE1PAGE8XX市轨道交通X号线土建工程第三方监测项目XX站北站厅、南站厅、东端风机房基坑测斜监测日报表(第一百五十三期)XXXXXXXXXXXX勘察设计研究院XX地铁项目部二○○八年一月三日说明我院XX地铁项目部于2008年1月3日对XX市轨道交通X号线XX站北站厅、南站厅、东端风机房进行了第153期测斜监测，北站厅基坑主体结构施工完成，第一层砼支撑梁已经拆除；东端风机房基坑开挖已经达到设计深度，正在进行基坑整平、喷浆及锚索加固施工；南站厅北端土方开挖深度已经达到设计深度，地梁的开挖已经完成，底板绑扎钢筋施工；南端正在进行土方开挖，开挖到第三层。本次工程有高级工程师二人，工程师二人，测工一人，计五人参加。外业采用武汉基深勘察仪器研究所生产的CX-3C型基坑测斜仪(±0.1mm/500mm,分辨率2秒),内业采用随机软件进行平差计算。作业过程中严格按规范和技术设计书规定执行，各项精度指标均达到规范要求，其成果可供使用（“+”省略表示向基坑内偏移,“－”表示向基坑外偏移）。注：本工地测斜孔C025在12米处卡探头；测斜孔C020被汽车起重机所垫的枕木所覆盖；测斜孔C028在11米处卡探头，故以上测斜孔本次未能监测。测斜孔C023、C024、C027累计变形量已超过警戒值，请有关方面注意。侧向变形观测成果果表工程编号:XXX05A07CX初测日期2007-5-222前次日期2007-12--29监测单位:XXXXXXXXXXXXXXXXXXXXXXXXXXXXX测斜孔编号C011观测期数第153期观测日期2008-1-33深度（m）初次测试值前次测试值本次测试值本次位移(mm))总位移(mm)位移速率(mm))备注0.50-83.00-88.00-89.15-1.15-6.95-0.231.00-91.03-94.85-96.00-1.15-6.29-0.231.50-95.25-98.60-99.75-1.15-5.28-0.232.00-95.23-98.45-99.50-1.05-4.29-0.212.50-92.05-95.25-96.15-0.90-3.45-0.183.00-85.75-89.40-90.25-0.85-2.64-0.173.50-89.18-85.55-86.25-0.70-3.32-0.144.00-95.93-90.15-90.95-0.80-2.64-0.164.50-101.08-96.00-96.85-0.85-1.51-0.175.00-102.93-98.75-99.65-0.90-0.59-0.185.50-105.08-99.70-100.60-0.900.00-0.186.00-106.00-101.35-102.20-0.850.70-0.176.50-104.00-101.45-102.25-0.801.50-0.167.00-100.25-98.90-99.65-0.751.96-0.157.50-98.33-95.50-96.20-0.701.91-0.148.00-95.38-93.70-94.20-0.502.61-0.108.50-90.28-90.80-91.35-0.552.86-0.119.00-85.70-85.90-86.45-0.552.75-0.119.50-83.20-80.75-81.30-0.551.98-0.1110.00-83.63-76.95-77.40-0.451.80-0.0910.50-82.58-76.20-76.55-0.351.53-0.0711.00-81.93-75.95-76.30-0.351.39-0.0711.50-84.50-74.40-74.70-0.30-0.35-0.0612.00-91.05-75.15-75.45-0.30-0.38-0.0612.50-95.55-80.20-80.45-0.250.61-0.0513.00-95.58-84.80-85.10-0.304.33-0.0613.50-88.95-85.50-85.75-0.257.90-0.0514.00-77.58-79.95-80.25-0.309.36-0.0614.50-65.25-69.65-69.90-0.259.08-0.0515.00-53.35-58.45-58.60-0.158.09-0.0315.50-43.48-47.50-47.60-0.105.96-0.0216.00-36.43-39.05-39.10-0.054.34-0.0116.50-30.68-32.95-33.00-0.053.21-0.0117.00-25.93-27.90-27.900.001.610.0017.50-23.43-24.40-24.250.15-0.310.0318.00-23.55-23.65-23.400.25-1.630.0518.50-24.58-24.40-24.200.20-2.040.0419.00-26.08-25.70-25.450.25-2.520.0519.50-25.08-25.70-25.400.30-0.120.0620.00-21.83-22.00-21.750.250.010.0520.50-18.30-18.20-17.950.25-0.330.0521.00-14.05-13.80-13.650.15-0.150.0321.50-7.85-7.85-7.750.10-0.120.02监测人:检核人:侧向变形观测成果果表工程编号:05A0705A07CX初测日期2007-5-222前次日期2007-12--29监测单位:XXXXXXXXXXXXXXXXXXXXXX测斜孔编号C017观测期数第153期观测日期2008-1-33深度（m）初次测试值前次测试值本次测试值本次位移(mm))总位移(mm)位移速率(mm))备注0.5061.7266.5568.552.004.120.401.0059.6366.0068.002.005.620.401.5058.6365.8567.801.956.850.392.0058.7566.2568.302.058.050.412.5061.3068.4570.602.159.200.433.0064.9272.8074.802.009.920.403.5064.4776.4578.452.0010.810.404.0057.2571.6073.702.1010.350.424.5047.8563.1065.302.2010.540.445.0040.0554.5056.702.2011.250.445.5034.4547.5549.852.3012.350.466.0031.9542.9045.252.3513.250.476.5031.8041.4543.802.3514.380.477.0033.5542.9045.252.3515.950.477.5027.8245.8048.102.3016.250.468.0019.2541.4043.802.4015.600.488.5010.9032.6535.102.4515.380.499.002.1724.2526.802.5515.700.519.50-5.5016.4018.852.4516.070.4910.00-12.259.2511.602.3516.600.4710.50-17.553.455.852.4016.700.4811.00-22.38-1.750.652.4017.660.4811.50-27.03-5.60-3.252.3518.630.4712.00-31.55-9.30-7.052.2518.820.4512.50-36.70-13.30-11.152.1518.820.4313.00-41.45-17.95-15.902.0518.850.4113.50-45.13-22.80-20.951.8518.280.3714.00-49.45-26.50-24.851.6517.480.3314.50-54.55-30.80-29.351.4516.900.2915.00-59.73-36.15-34.751.4016.560.2815.50-63.35-41.55-40.301.2516.350.2516.00-65.10-45.05-43.951.1016.970.2216.50-63.88-47.10-46.001.1017.210.2217.00-61.20-46.40-45.500.9016.670.1817.50-57.22-44.30-43.450.8515.820.1718.00-52.90-40.80-39.950.8514.400.1718.50-49.13-37.35-36.650.7013.130.1419.00-44.93-33.95-33.400.5512.110.1119.50-40.53-29.95-29.600.3510.850.0720.00-37.33-27.75-27.400.359.140.0720.50-33.55-25.60-25.300.307.730.0621.00-29.03-22.85-22.600.256.330.0521.50-23.58-19.15-18.950.204.860.0422.00-16.53-13.80-13.600.203.530.0422.50-8.03-6.80-6.700.101.790.02监测人:检核人:侧向变形观测成果果表工程编号:05A0705A07CX初测日期2007-6-119前次日期2007-12--29监测单位:XXXXXXXXXXXXXXXXXXXXXXXX测斜孔编号C018观测期数第153期观测日期2008-1-33深度（m）初次测试值前次测试值本次测试值本次位移(mm))总位移(mm)位移速率(mm))备注0.500.3714.3012.80-1.501.23-0.301.00-4.5711.6010.00-1.601.43-0.321.50-4.2713.5511.95-1.601.95-0.322.00-2.4016.5015.05-1.452.35-0.292.50-0.1719.2017.75-1.452.55-0.293.001.8721.5020.05-1.452.78-0.293.504.2324.0022.55-1.453.00-0.294.006.6826.6525.20-1.453.22-0.294.509.6229.5028.15-1.353.33-0.275.0012.2231.9530.55-1.403.37-0.285.5014.0733.6032.20-1.403.55-0.286.0014.5733.8032.45-1.353.82-0.276.5011.5330.0028.50-1.503.93-0.307.007.4026.0024.60-1.404.20-0.287.505.0224.0023.00-1.004.73-0.208.004.4023.5522.65-0.904.95-0.188.504.6523.7023.00-0.705.27-0.149.004.7723.7523.10-0.655.53-0.139.505.0224.0523.55-0.505.85-0.1010.005.6724.6024.20-0.406.22-0.0810.505.1023.4523.10-0.356.50-0.0711.002.0820.2019.90-0.306.72-0.0611.50-1.7016.3015.95-0.356.88-0.0712.00-5.5012.4012.10-0.307.10-0.0612.50-9.807.757.60-0.157.25-0.0313.00-14.252.852.55-0.306.95-0.0613.50-17.97-1.05-1.35-0.306.68-0.0614.00-20.42-3.95-4.30-0.356.33-0.0714.50-22.68-6.45-6.85-0.406.05-0.0815.00-23.90-7.95-8.30-0.355.75-0.0715.50-23.00-7.20-7.35-0.155.45-0.0316.00-18.87-3.45-3.450.005.000.0016.50-13.230.951.050.104.550.0217.00-9.433.603.700.104.150.0217.50-6.435.806.050.253.950.0518.00-2.958.608.800.203.500.0418.501.8313.0513.150.102.880.0219.007.7517.8018.050.252.500.0519.5013.0821.6521.800.151.820.0320.0017.3724.7024.750.051.150.0120.5020.4826.2526.400.150.730.0321.0020.1023.9523.950.000.320.0021.5013.3014.7514.750.000.070.00监测人:检核人:侧向变形观测成果果表工程编号:05A0705A07CX初测日期2007-6-223前次日期2007-12--29监测单位:XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX测斜孔编号C019观测期数第153期观测日期2008-1-33深度（m）初次测试值前次测试值本次测试值本次位移(mm))总位移(mm)位移速率(mm))备注0.50-19.38-16.30-15.301.001.770.201.00-36.33-30.95-30.000.952.830.191.50-45.60-39.65-38.750.903.200.182.00-52.03-45.05-44.350.703.570.142.50-53.20-45.15-44.500.654.020.133.00-50.03-41.00-40.300.704.500.143.50-44.73-35.00-34.350.654.800.134.00-42.53-33.25-32.800.454.550.094.50-44.53-35.45-35.050.404.620.085.00-47.92-38.90-38.500.404.900.085.50-50.70-41.65-41.200.455.150.096.00-52.13-43.10-42.650.455.300.096.50-52.78-43.70-43.300.405.470.087.00-52.03-42.55-42.250.305.850.067.50-48.68-38.50-38.250.256.380.058.00-43.80-34.10-33.750.356.250.078.50-41.98-33.15-32.700.456.030.099.00-41.82-33.60-33