中基沉降位移观测技术总结成果Word格式.docx

1、91.3700 烟囱方位：251.5841在KA2测站上，KA2坐标：5000.000,6000.000,5.000。 KA1方位：271.3716 塔尖方位：180.5444252.4905经过分析判断，由于堤坝的沉降，平面起算点X方向，向北有轻度的偏移，但位移量不大，经计算，KA2在X方向+1.9mm。4、提交的成果4.1沉降观测点分布图4.2 沉降观测成果表4.3水平位移观测点分布图4.4水平位移观测成果表4.5 监测点沉降量组合图 2010.8.18建筑物沉降观测测量成果（A幢）工程名称工程地点结构形式设计层数测量仪器沉降观测点第1周期第2周期第3周期第4周期2009年9月12日200

2、9年10月9日2009年10月29日2009年11月28日高程本次下沉累计（m）（mm）A13.54730.003.5374-9.903.53770.30-9.603.53460-3.10-12.70A23.54683.53723.5375-9.303.53350-4.00-13.30A33.53603.5265-9.503.5257-0.80-10.303.52200-3.70-14.00A43.53653.5280-8.503.5271-0.90-9.403.52380-3.30A53.48123.4731-8.103.4711-2.00-10.103.46750-3.60-13.70A6

3、3.41743.4086-8.803.4064-2.20-11.003.40340-3.00A73.49203.4830-9.003.4809-2.10-11.103.47730-14.70A83.49923.49023.48823.48410-4.10-15.10A93.58673.5781-8.603.5764-1.703.57300-3.40A103.49113.4824-8.703.4808-1.603.47820-2.60-12.90A113.52673.51773.5171-0.603.51350-13.20A123.67293.66303.6620-1.00-10.903.657

4、90-15.00A133.51153.50123.4996-11.903.49460-5.00-16.90A143.53873.53003.5289-1.10-9.803.52460-4.30-14.10A153.58123.57243.5712-1.20-10.003.56730-3.90-13.90A163.47163.4637-7.903.46203.45750-4.50A173.54993.5417-8.203.5408-9.103.53660-4.20A183.58053.5725-8.003.5716-8.903.56680-4.80A193.67963.67083.67023.6

5、6580-4.40-13.80A203.52003.51073.5100-0.703.50650-3.50-13.50工程进度完工施测单位工程技术负责人观测人建设单位建设单位工程负责人单位名称：第5周期第6周期第 7 周期第 8 周期2009年12月24日2010年1月21日2010年2月24日2010年3月21日3.53090-16.403.53030-17.003.52710-3.20-20.203.52700-0.10-20.303.53060-2.90-16.203.53000-16.803.526603.52640-0.20-20.403.51810-17.903.51730-18.

6、703.51360-22.403.52100-2.80-15.503.51930-17.203.516103.516200.10-3.46970-7.60-22.303.470300.60-21.703.46620-25.803.46600-26.003.47660-7.50-22.603.477701.10-21.503.47390-3.80-25.303.473203.56620-6.80-20.503.568202.00-18.503.565003.564403.47130-6.90-19.803.473602.30-17.503.470603.47020-0.40-20.903.509

7、00-17.703.50870-0.30-18.003.50590-20.803.50560-21.103.654203.65280-1.40-20.103.64940-23.503.64970-23.203.491203.489803.48540-26.103.48520-26.303.52240-16.303.52110-1.30-17.603.51740-21.303.51750-21.203.56560-15.603.564003.560303.560903.45640-15.203.45460-1.803.45100-20.603.451900.90-19.703.53560-14.

8、303.53320-2.40-16.703.529703.531001.30-18.903.563803.563703.560800.503.66310-2.70-16.503.66250-17.103.659103.65970-19.903.503503.502803.499603.500400.80-19.60第 9 周期第 10 周期第 11 周期第 12 周期2010年4月26日2010年5月27日2010年6月2日2010年8月10日3.52430-23.00-1.90-24.903.52270-24.603.526703.52140-25.403.521903.51390-22.1

9、03.51100-25.003.50810-27.903.508800.70-27.203.51650-20.00-22.903.510703.51130-25.203.46550-0.50-26.503.46300-2.50-29.003.45860-33.403.460001.40-32.003.473103.47040-28.803.46660-32.603.46770-31.503.56490-21.803.56190-24.803.55990-26.803.560100.20-26.600.403.467603.46560-25.503.465803.506203.503203.50

10、1503.50160-25.103.64950-23.403.646903.64450-28.403.645003.48530-26.203.48260-28.903.47960-31.903.48040-31.103.518303.515203.513803.561103.558303.55690-24.303.44870-2.303.44760-24.003.44750-24.103.529003.52720-22.703.52630-23.603.52620-23.703.559403.557303.55660-23.903.65800-21.603.656103.655503.6552

11、0-24.403.498403.49670-23.303.495703.49550-24.50建筑物沉降观测测量成果（B幢）沉降观测 点第 1 周期B13.56403.55113.5498-14.203.54400-5.80B23.57653.5634-13.103.56243.55590-6.50B33.54363.5310-12.603.52993.52290-7.00-20.70B43.60943.59683.59613.58860B53.53323.5217-11.503.51470B63.55133.54223.5420-6.40-15.70B73.55493.54503.5447-10.203.53760-7.10-17.30B83.54233.53203.53143.52520-6.20B93.56233.55333.5526-9.703.54700-5.60-15.30