钢支撑轴力计算表.xls

建建设设十十一一路路站站主主体体第第二二道道支支撑撑预预加加轴轴力力记记录录表表支撑编号支撑轴线位置支撑设计参数预加轴力分级控制预加力（KN）相关人员施工时间间距轴力设计值围檩角度预加轴力施工控制轴力回归方程标定系数Y=a+bX（X：千斤顶，Y：油压表）第1级第2级第3级mKN/m轴力（KN）预加轴力（KN）锁定轴力（KN）千斤顶编号ab预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)施工监理B2-1 3-4轴2.729690799799879.11-0.44 0.06551820012.732020.544028.420.030.06646820013.332021.344029.2B2-2 3-4轴2.729690799799879.11-0.44 0.06551820012.732020.544028.420.030.06646820013.332021.344029.2B2-3 4-5轴3.029690888888976.81-0.44 0.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-4 4-5轴3.029690888888976.81-0.44 0.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-5 5-6轴3.029690888888976.81-0.44 0.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-6 5-6轴3.029690888888976.81-0.44 0.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-7 5-6轴3.029690888888976.81-0.44 0.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-8 6-7轴3.029690888888976.81-0.44 0.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-9 6-7轴3.029690888888976.81-0.44 0.06551822214.135522.848831.620.030.06646822214.835523.648832.5第 1 页，共 5 页建建设设十十一一路路站站主主体体第第二二道道支支撑撑预预加加轴轴力力记记录录表表支撑编号支撑轴线位置支撑设计参数预加轴力分级控制预加力（KN）相关人员施工时间间距轴力设计值围檩角度预加轴力施工控制轴力回归方程标定系数Y=a+bX（X：千斤顶，Y：油压表）第1级第2级第3级mKN/m轴力（KN）预加轴力（KN）锁定轴力（KN）千斤顶编号ab预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)施工监理B2-10 6-7轴3.029690888888976.81-0.440.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-11 7-8轴3.029690888888976.81-0.440.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-12 7-8轴3.029690888888976.81-0.440.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-13 7-8轴3.029690888888976.81-0.440.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-14 8-9轴3.029690888888976.81-0.440.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-15 8-9轴3.029690888888976.81-0.440.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-16 9-10轴3.029690888888976.81-0.440.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-17 9-10轴3.029690888888976.81-0.440.06551822214.135522.848831.620.030.06646822214.835523.648832.5B2-18 9-10轴3.029690888888976.81-0.440.06551822214.135522.848831.620.030.06646822214.835523.648832.5建建设设十十一一路路站站主主体体第第三三道道支支撑撑预预加加轴轴力力记记录录表表支撑编号支撑轴线位置支撑设计参数预加轴力分级控制预加力（KN）相关人员施工时间间距轴力设计值围檩角度预加轴力施工控制轴力回归方程标定系数Y=a+bX（X：千斤顶，Y：油压表）第1级第2级第3级mKN/m轴力（KN）预加轴力（KN）锁定轴力（KN）千斤顶编号ab预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)施工监理B3-1 3-4轴3.317090561561617.11-0.440.0655181408.722414.330919.820.030.0664681409.422414.930920.5B3-2 3-4轴2.717090459459504.91-0.440.0655181157.118411.625216.120.030.0664681157.718412.225216.8B3-3 3-4轴3.017090510510561.01-0.440.0655181287.920412.928117.920.030.0664681288.520413.628118.7B3-4 4-5轴3.017090510510561.01-0.440.0655181287.920412.928117.920.030.0664681288.520413.628118.7B3-5 4-5轴3.017090510510561.01-0.440.0655181287.920412.928117.920.030.0664681288.520413.628118.7B3-6 5-6轴3.017090510510561.01-0.440.0655181287.920412.928117.920.030.0664681288.520413.628118.7B3-7 5-6轴3.017090510510561.01-0.440.0655181287.920412.928117.920.030.0664681288.520413.628118.7B3-8 5-6轴3.017090510510561.01-0.440.0655181287.920412.928117.920.030.0664681288.520413.628118.7B3-9 6-7轴3.017090510510561.01-0.440.0655181287.920412.928117.920.030.0664681288.520413.628118.7建建设设十十一一路路站站主主体体第第三三道道支支撑撑预预加加轴轴力力记记录录表表支撑编号支撑轴线位置支撑设计参数预加轴力分级控制预加力（KN）间距轴力设计值围檩角度预加轴力施工控制轴力回归方程标定系数Y=a+bX（X：千斤顶，Y：油压表）第1级第mKN/m轴力（KN）预加轴力（KN）锁定轴力（KN）千斤顶编号ab预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)预加轴力（KN）B3-10 6-7轴3.017090510510561.01-0.440.0655181287.920420.030.0664681288.5204B3-11 6-7轴3.017090510510561.01-0.440.0655181287.920420.030.0664681288.5204B3-12 7-8轴3.017090510510561.01-0.440.0655181287.920420.030.0664681288.5204B3-13 7-8轴3.017090510510561.01-0.440.0655181287.920420.030.0664681288.5204B3-14 7-8轴3.017090510510561.01-0.440.0655181287.920420.030.0664681288.5204B3-15 8-9轴3.017090510510561.01-0.440.0655181287.920420.030.0664681288.5204B3-16 8-9轴3.017090510510561.01-0.440.0655181287.920420.030.0664681288.5204B3-17 9-10轴3.017090510510561.01-0.440.0655181287.920420.030.0664681288.5204B3-18 9-10轴3.017090510510561.01-0.440.0655181287.920420.030.0664681288.5204相关人员施工时间2级第3级油表理论读数(MPa)油表实际读数(MPa)预加轴力（KN）油表理论读数(MPa)油表实际读数(MPa)施工监理12.928117.913.628118.712.928117.913.628118.712.928117.913.628118.712.928117.913.628118.712.928117.913.628118.712.928117.913.628118.712.928117.913.628118.712.928117.913.628118.712.928117.913.628118.7建建设设十十一一路路站站主主体体第第三三道道支支撑撑预预加加轴轴力力记记录录表表分级控制预加力（KN）