中医院总结报告.doc

惠安县中医院迁建综合楼永久挡土墙边坡支护工程（监测） 总结报告福建省泉州市水电工程勘察院2013年10月15日目 录第一部分 概述一、工程监测概况1、工程概况及周边环境概况二、监测方案1、监测目的2、监测项目3、监测控制标准4、监测仪器设备三、监测概况1、监测项目概况（1）沉降位移观测概况（2）水平位移观测概况（3）深层土体侧向位移概况2、土方开挖观测情况四、监测分析结果第二部分 图表1、基坑边坡沉降量监测汇总表2、基坑边坡水平位移汇总表3、周边建筑物沉降汇总表4、深层土体侧向位移监测汇总表第一部分一、工程概况：1、工程概况及周边环境概况拟建场地位于惠安县城，场地为山坡整平后山坡与地面位置存在较大高差形成垂直边坡，本工程边坡侧壁安全等级为一级，边坡有效使用年限为永久。二、监测方案1、监测目的监测边坡支护结构外侧土体变形，以便更好了解和计算支护结构受外侧土体变形的影响程度，确定边坡安全稳定状态。监测边坡支护结构的坡顶竖向和水平变形，以便于评价边坡支护结构的工作状态，确定边坡基坑安全稳定状态；裂缝观测反映边坡支护结构受周边土体推力影响和水压力变化影响的程度，作为周边环境保护和评价边坡安全稳定状态的依据2、监测项目边坡工程沉降监测边坡后侧土体水平位移观测边坡深层土体位移观测（测斜）3、监测控制标准沉降、土体地面沉降25mm，挡土墙沉降25mm 土体最大深层和水平位移25mm，土体和挡土墙水平位移速率和沉降连续三天3mm/d,且不能收敛。4、监测仪器设备深层土体侧向位移监测采用CX-06数字型测斜仪基坑坡顶的沉降监测采用精密水准仪DSZ2。基坑支护边坡水平观测采用精密经纬仪ET-02三、监测概况1、监测项目概况a、深层土体侧向位移，从埋置测斜管看，边坡监测范围内除上部是素填土层外大部分是粘性土及残积土，所以采用人工高压喷水冲孔，埋管进度较为顺利地进行并按计划内完成工作。b、基坑坡顶沉降点和水平位移点的布点，在坡顶周边泥土经水泥铺盖硬化后，在其上面相应的位置钉入水泥钢钉（或膨胀镙钉）和做个相应的记号来作为布点，基坑周边并无过多的堆载，布点相对顺利。2、土方开挖观测情况土方在大开挖期间，支护施工期间，监测组人员坚持每天或二天监测一次，并及时出简报交送到工程项目部，并对所测得的数据计算出来的结果进行进一步的分析说明，提出相关的实施方案及措施。在这段监测期间，监测工作进行得很顺利，监测点几乎没有受到破坏整个基坑支护结构相对处于比较稳定、安全的状态。四、监测分析结果根据监测组人员从土方开始开挖至边坡支护结构施工完成后一年半的监测分析，监测简报上反映，其基坑部分深层土体侧向位移和沉降总量未超过设计要求预警值35mm、经过甲方及施工高度重视和合理配合使边坡稳定在安全工作使用状态，综合所述，我院的监测工作按监测方案进行并取得相应的监测效果，为边坡开挖的顺序和施工进度提供了技术依据，优化了支护开挖和施工工作。 第二部分一、边坡沉降观汇总表（附表）：点号测量时间1#2#3#4#5#6#总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量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点号测量时间7#8#9#10#11#12#总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量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点号测量时间13#14#15#总沉降量变化量总沉降量变化量总沉降量变化量2012.4.010000002012.4.08000.10.1002012.4.15000.10002012.4.23000.10002012.4.300.20.20.100.10.12012.5.080.200.100.102012.5.170.40.20.100.30.22012.5.240.400.100.302012.5.310.60.20.40.30.60.32012.6.080.600.400.602012.6.150.600.80.40.90.32012.6.220.600.800.902012.6.290.600.801.20.32012.7.060.600.90.11.202012.7.120.601.00.11.202012.7.250.601.001.202012.8.160.601.10.11.202012.8.290.601.20.11.202012.9.170.601.40.21.202012.9.230.80.21.401.202012.9.300.801.50.11.40.22012.10.101.10.31.70.21.50.12012.10.151.30.21.80.11.60.12012.10.191.50.22.10.31.80.22012.10.231.60.12.101.802012.10.261.90.32.102.00.22012.11.061.902.20.12.10.12012.11.162.10.22.202.30.22012.11.232.40.32.30.12.50.22012.11.302.60.22.70.42.80.32012.12.072.80.22.90.23.10.32012.12.142.90.13.10.23.20.12012.12.283.10.23.30.23.40.32013.1.223.103.40.13.60.22013.2.063.30.23.50.13.60.12013.2.183.40.13.60.13.702013.2.263.50.13.70.13.702013.2.283.60.13.80.13.80.12013.3.053.70.13.90.13.90.12013.3.123.80.14.00.14.00.12013.3.194.00.24.10.14.002013.3.224.10.14.30.24.10.12013.4.074.104.50.24.20.12013.4.114.30.24.60.14.202013.5.105.31.04.80.24.50.32013.6.125.40.15.20.44.60.12013.6.305.60.25.30.14.90.32013.7.195.605.40.15.20.32013.8.206.20.65.405.30.1二、边坡坡顶原始坡体沉降监测点点号测量时间1#2#3#总沉降量变化量总沉降量变化量总沉降量变化量2012.4.010000002012.4.08000.20.20.10.12012.4.150.10.10.30.10.20.12012.4.230.100.300.202012.4.300.30.20.50.20.202012.5.080.300.50.20.202012.5.170.300.80.30.50.22012.5.240.300.800.90.42012.5.310.301.20.41.60.72012.6.080.301.20.41.602012.6.150.60.31.70.52.10.52012.6.220.601.702.102012.6.290.80.22.50.82.40.32012.7.060.802.502.402012.7.120.802.60.12.402012.7.250.802.602.402012.8.160.802.70.12.402012.8.290.802.80.12.402012.9.170.803.00.22.402012.9.231.00.23.002.402012.9.301.30.33.002.50.12012.10.101.303.10.12.502012.10.151.60.33.102.502012.10.191.80.23.102.70.22012.10.231.90.13.20.12.702012.10.262.20.33.203.00.32012.11.062.40.23.30.13.002012.11.162.60.23.50.23.20.22012.11.232.603.60.13.30.12012.11.302.80.23.603.50.22012.12.072.90.13.603.502012.12.143.10.23.70.13.502012.12.283.30.23.703.60.12013.1.223.50.23.80.13.7012013.2.063.70.23.90.13.80.12013.2.183.80.14.00.13.90.12013.2.263.804.10.14.00.12013.2.284.00.24.20.14.20.22013.3.054.10.14.204.30.12013.3.124.20.14.30.14.40.12013.3.194.30.14.40.14.50.12013.3.224.304.60.24.60.12013.4.074.50.24.70.14.602013.4.114.80.34.90.24.80.22013.5.105.00.25.00.15.00.22013.6.125.50.55.20.25.70.72013.6.305.505.80.65.80.12013.7.195.60.15.90.16.20.42013.8.205.606.30.46.20三、边坡建筑物沉降表（附表）：点号测量时间1#2#3#4#总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量2012.4.01000000002012.4.0800000.10.10.20.22012.4.1500000.100.202012.4.230.10.1000.30.20.202012.4.300.30.2000.300.202012.5.080.30000.300.202012.5.170.60.30.10.10.300.40.22012.5.240.90.30.10.10.300.402012.5.311.40.50.50.40.80.50.60.22012.6.081.400.500.800.602012.6.151.90.50.500.801.20.62012.6.221.900.500.801.60.42012.6.291.900.80.30.802.00.42012.7.061.900.800.802.10.12012.7.121.900.800.802.20.12012.7.251.900.800.802.30.12012.8.161.900.800.802.40.12012.8.291.900.800.802.50.12012.9.172.30.40.800.802.70.22012.9.232.300.801.00.22.702012.9.302.300.90.11.002.80.12012.10.102.40.10.21.11.30.32.802012.10.152.60.21.50.31.50.22.90.12012.10.192.70.11.70.21.60.12.902012.10.232.90.21.701.90.33.20.32012.10.262.902.10.41.903.30.1四、边坡水平位移表（附表）：点号测量时间1#2#3#4#5#6#总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量2012.4.010000000000002012.4.0800000.10.10.10.100002012.4.150.10.100000.10.1000.10.12012.4.230.1000000.10000.102012.4.300.20.100000.10000.102012.5.080.2000000.10000.102012.5.170.2000000.10000.20.12012.5.240.2000000.10000.202012.5.310.50.30.20.2000.10000.30.12012.6.080.500.20000.10000.302012.6.150.500.30.1000.20.10.20.20.302012.6.220.70.20.30000.200.40.20.302012.6.290.700.40.10.10.10.200.400.302012.7.060.700.400.100.200.400.302012.7.120.700.400.20.10.200.400.302012.7.250.700.400.30.10.200.50.10.50.22012.8.160.700.400.40.10.200.500.60.12012.8.290.700.50.10.50.10.200.60.10.602012.9.170.700.60.10.60.10.200.70.10.70.12012.9.230.90.20.600.600.30.10.80.10.90.22012.9.300.900.600.600.300.90.11.00.12012.10.101.00.10.600.600.300.901.002012.10.151.10.10.70.10.600.300.901.10.12012.10.191.30.20.700.600.301.20.31.30.22012.10.231.40.10.80.10.70.10.50.21.50.31.40.12012.10.261.50.10.800.90.20.60.11.60.11.50.12012.11.061.60.10.90.11.20.30.70.11.80.21.60.12012.11.161.70.10.901.200.701.90.11.70.12012.11.231.80.10.901.200.701.901.80.12012.11.301.90.11.00.11.200.701.902.10.32012.12.072.00.11.001.200.701.902.102012.12.142.20.21.20.21.200.701.902.102012.12.282.201.30.11.200.701.902.102013.1.222.30.11.301.200.701.902.102013.2.062.301.50.21.200.701.902.102013.2.182.301.501.30.10.90.22.20.32.50.42013.2.262.40.11.60.11.60.31.10.22.202.60.12013.2.282.401.601.80.21.30.22.30.12.80.22013.3.052.50.11.601.90.11.60.32.40.13.10.32013.3.122.501.80.22.00.11.602.50.13.20.12013.3.192.501.802.001.602.60.13.202013.3.222.60.11.90.12.001.602.70.13.202013.4.072.601.902.001.602.80.13.202013.4.112.601.902.001.602.90.13.30.12013.5.102.602.00.12.001.603.00.13.60.32013.6.122.70.12.002.30.31.70.13.003.602013.6.302.702.002.401.703.003.70.12013.7.192.702.20.22.401.90.23.003.90.22013.8.202.80.12.202.402.00.13.004.00.1点号测量时间7#8#9#10#11#12#总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化量总沉降量变化