宁波绿地中心监测报表(II-E区)

程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032

沉降监测日报表（Ⅱ-E区）测试日期：2014-12-21测试时间：累计沉降沉降速率测点编号(mm)(mm/d)Q52Q53Q54Q55Q56Q57Q58Q59Q60Q61Q62Q63Q64Q65Q66LZ14LZ15LZ16LZ17LZ18D1-1D1-2D1-3D1-4D1-5D1-6D2-1D2-2D2-3D2-4D2-5D2-6D3-1D3-2D3-3D3-4D3-5D3-6D4-1D4-2D4-3D4-4D4-5D4-6D28-1D28-2D28-3D28-4D29-1D29-2D29-3D29-4D29-5D30-1D30-2D30-3D30-4JC1JC2JC3JC4JC5JC6JC7JC8JC9JC10JC11JC12JC13JC14-0.1-0.10.00.1-0.1-0.1-0.1-0.1-0.1-0.1-0.1-0.10.1-0.1-0.1-0.10.0-0.10.1-0.1-0.3-0.2-0.2-0.1-0.2-0.1-0.3-0.2-0.2-0.10.0-0.1-0.3-0.3-0.2-0.2-0.1-0.1-0.3-0.3-0.2-0.2-0.1-0.1-0.4-0.2-0.3-0.1-0.4-0.3-0.2-0.1-0.1-0.2-0.2-0.1-0.10.00.00.00.00.00.00.00.00.00.00.00.00.00.0-2.3-2.6-2.7-3.8-2.9-2.5-2.9-2.9-2.1-2.0-3.1-3.0-3.4-2.9-3.3-4.0-3.9-3.5-3.0-2.4-6.8-5.5-5.7-3.6-4.3-4.3-6.2-5.5-5.1-3.4-3.5-4.8-7.4-5.3-5.3-4.1-3.9-4.6-6.9-5.3-7.5-4.5-3.5-3.6-6.0-5.6-5.6-5.0-7.7-5.4-4.0-4.2-4.0-5.0-4.2-3.8-4.0-0.1-0.10.00.0-0.10.00.0-0.10.0-0.10.0-0.1-0.1-0.16:30~11:00备注沉降速率累计沉降测点编号(mm)(mm/d)备注注：上升为“+”，下降为“-”。测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX13

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日0.690.690.880.971.301.421.481.511.481.471.341.251.151.070.910.800.750.700.620.570.450.360.480.510.380.260.370.410.360.320.490.550.400.270.250.230.260.270.260.250.260.270.360.390.290.260.300.330.210.180.240.260.190.160.130.120.170.190.290.330.170.060.080.100.230.260.190.150.120.100.190.240.210.190.110.090.140.180.130.110.750.750.921.011.231.441.521.561.561.561.341.291.161.100.980.880.820.790.730.680.470.370.530.590.400.300.410.440.380.370.500.560.420.320.310.290.310.310.300.280.310.320.380.430.340.290.340.380.260.150.250.280.170.120.100.090.160.210.330.370.220.090.110.130.250.280.200.110.120.120.240.290.230.210.110.080.160.200.160.14本次变化（mm)0.060.060.040.04-0.070.020.040.050.080.090.010.040.000.030.070.080.070.090.110.110.020.010.060.080.020.040.040.030.030.050.010.010.010.050.060.060.040.040.040.030.050.050.020.040.050.030.040.050.05-0.030.010.02-0.02-0.04-0.03-0.03-0.020.020.040.040.050.030.030.030.020.020.00-0.04-0.010.020.050.050.020.020.00-0.010.010.020.030.03测斜孔CX13位移深度曲线0 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 10 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX14

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日1.091.091.221.341.411.441.551.601.431.331.231.201.061.030.940.870.670.580.440.390.400.400.410.410.380.350.330.320.440.550.460.420.280.220.280.300.360.420.330.300.300.300.300.300.220.200.200.200.200.200.200.200.200.200.200.200.150.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.960.961.261.381.441.501.621.691.541.481.391.361.291.231.161.110.910.860.740.690.700.710.690.680.630.610.580.560.680.730.650.570.450.340.350.360.440.470.380.350.360.360.350.340.280.230.210.210.210.210.220.220.210.210.220.220.160.110.120.120.110.110.110.110.110.110.120.120.120.120.070.040.020.010.020.030.050.050.020.00本次变化（mm)-0.14-0.140.040.040.040.060.070.090.110.150.160.160.220.200.220.240.240.280.300.300.310.310.280.270.260.260.250.240.240.180.190.150.170.120.070.060.080.050.050.050.060.060.050.040.060.030.010.010.010.010.020.020.010.010.020.020.010.010.020.020.010.010.010.010.010.010.020.020.020.02-0.03-0.06-0.08-0.09-0.08-0.07-0.05-0.05-0.08-0.10测斜孔CX14位移深度曲线0 0 -1 -2 -3 -4 -5 -6 -7 -8 10 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX15

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日0.390.390.600.670.730.770.730.720.670.640.570.510.310.260.340.420.320.300.410.460.190.080.140.180.220.260.180.120.100.070.150.210.090.040.190.290.310.320.260.200.140.120.200.220.210.200.110.020.140.210.240.250.250.250.260.270.210.160.05-0.010.090.180.270.300.160.090.170.210.140.080.01-0.02-0.06-0.080.070.150.130.110.230.280.460.460.680.760.840.880.860.850.800.780.710.670.460.380.480.530.420.380.480.520.310.120.190.210.280.330.220.170.140.110.190.240.170.100.220.340.350.360.210.170.120.100.240.280.270.250.150.050.170.250.260.270.230.220.230.240.210.210.03-0.040.180.230.290.340.210.120.210.230.190.150.090.04-0.01-0.030.070.150.150.150.240.31本次变化（mm)0.070.070.080.090.120.110.130.130.130.140.150.160.140.120.130.110.100.080.070.060.120.040.050.030.060.070.040.050.040.040.040.030.080.060.040.050.040.04-0.05-0.03-0.01-0.020.040.060.050.050.050.030.030.040.030.02-0.02-0.03-0.03-0.030.010.05-0.02-0.030.080.050.030.040.050.030.030.020.050.070.080.060.050.050.000.000.030.040.010.03测斜孔CX15位移深度曲线-10 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 0 10 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX17

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日0.920.921.081.221.421.491.341.231.181.141.131.130.880.740.670.650.660.670.550.500.400.320.360.370.290.220.380.440.380.310.290.280.140.100.220.320.350.360.510.540.280.100.390.530.420.360.160.090.230.290.340.380.370.360.380.390.410.420.450.460.350.300.420.510.410.340.410.480.420.400.500.540.480.450.410.390.320.300.310.320.980.981.171.291.481.541.281.201.111.081.051.050.750.650.680.690.700.720.610.520.380.290.300.310.210.180.360.430.330.290.320.330.220.140.280.350.410.440.490.520.260.060.430.580.490.420.230.120.280.330.300.300.320.330.390.440.470.480.490.490.380.340.480.530.410.370.460.540.470.440.520.560.470.420.430.440.390.360.300.28本次变化（mm)0.060.060.080.070.060.05-0.06-0.03-0.07-0.06-0.08-0.08-0.13-0.090.010.040.040.050.060.02-0.02-0.03-0.06-0.06-0.08-0.04-0.02-0.01-0.04-0.020.030.050.080.040.060.030.060.08-0.01-0.02-0.02-0.040.040.050.070.060.070.030.050.04-0.03-0.08-0.05-0.030.010.050.060.060.040.030.030.040.060.020.000.030.050.060.050.040.020.02-0.01-0.030.020.050.070.06-0.01-0.04测斜孔CX17位移深度曲线0 0 -1 -2 10 20 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX18

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日0.930.931.081.141.231.271.331.361.391.401.171.050.990.970.900.840.790.760.800.820.700.660.640.630.560.540.370.290.300.310.370.400.390.380.340.320.330.330.340.340.340.340.330.320.290.280.240.220.290.330.240.170.120.100.160.190.210.220.220.210.180.150.210.230.200.190.190.190.130.090.170.220.190.170.150.130.170.190.160.140.970.971.131.171.301.351.391.421.431.441.221.030.970.940.880.820.810.800.830.850.750.720.690.680.620.570.350.270.270.270.350.430.430.430.400.380.360.350.360.370.320.300.320.340.280.250.260.260.300.340.250.200.160.150.190.210.200.190.220.230.160.140.180.200.210.210.230.230.150.110.180.230.160.140.120.110.170.220.180.16本次变化（mm)0.040.040.050.030.070.080.060.060.050.040.04-0.02-0.02-0.03-0.02-0.020.020.040.030.030.060.060.050.050.060.03-0.02-0.02-0.03-0.04-0.020.030.040.050.060.060.040.020.030.03-0.02-0.04-0.010.02-0.01-0.030.020.040.010.010.010.030.040.050.030.02-0.01-0.030.010.02-0.02-0.01-0.04-0.030.010.020.040.040.020.020.000.01-0.03-0.03-0.03-0.020.010.030.010.02测斜孔CX18位移深度曲线0 0 -1 -2 10 20 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX19

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日1.171.171.391.511.411.371.231.181.211.221.000.900.900.900.830.790.630.560.720.790.630.570.470.410.610.680.660.650.540.500.430.390.470.500.540.560.390.340.360.380.180.080.280.360.270.220.220.220.260.280.240.220.230.240.240.230.290.310.180.070.260.350.350.350.370.390.330.300.340.350.280.260.250.250.290.320.220.140.180.201.201.201.361.491.381.311.221.151.161.171.010.870.920.940.880.840.660.530.690.750.660.590.490.440.660.740.710.690.570.520.470.420.450.470.510.520.430.390.400.410.170.030.260.370.290.250.260.260.250.250.260.260.230.210.250.270.290.300.150.080.240.320.320.330.390.420.320.280.310.320.310.300.300.300.340.370.160.080.180.22本次变化（mm)0.030.03-0.03-0.02-0.02-0.06-0.01-0.03-0.04-0.050.00-0.030.020.040.050.050.03-0.03-0.04-0.040.030.020.020.030.050.060.050.040.030.020.040.03-0.02-0.03-0.03-0.040.040.050.040.03-0.02-0.05-0.030.010.020.030.040.040.00-0.030.020.040.00-0.030.010.040.00-0.01-0.030.01-0.02-0.03-0.02-0.020.020.03-0.01-0.02-0.03-0.030.020.040.050.050.060.05-0.05-0.060.000.02测斜孔CX19位移深度曲线0 0 -1 -2 -3 -4 -5 -6 -7 -8 10 20 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX20

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日0.760.761.001.120.990.940.760.700.720.730.550.440.580.640.620.600.470.400.430.440.460.470.260.180.320.460.510.530.450.410.420.420.290.200.170.140.200.260.350.380.340.300.330.340.340.340.140.030.040.040.150.210.140.100.200.230.230.230.210.200.210.210.160.140.160.160.170.180.210.210.170.130.220.250.110.050.100.130.120.120.780.780.971.160.990.910.820.750.690.670.470.400.530.610.640.650.500.420.450.480.490.500.310.130.290.430.540.570.470.430.440.450.320.240.170.160.200.230.380.430.370.330.360.370.380.380.140.050.030.010.110.190.100.070.210.270.260.250.250.250.200.180.110.070.150.180.210.240.250.250.190.150.250.280.120.030.080.100.160.17本次变化（mm)0.020.02-0.020.040.01-0.030.060.05-0.02-0.06-0.08-0.04-0.05-0.030.020.050.040.020.020.040.030.030.05-0.05-0.03-0.030.030.040.020.020.020.030.030.040.010.020.00-0.030.040.050.030.030.030.030.040.040.000.02-0.01-0.03-0.04-0.02-0.04-0.030.010.040.030.020.040.05-0.01-0.03-0.05-0.07-0.010.020.040.060.040.040.030.020.030.030.01-0.02-0.02-0.030.030.05测斜孔CX20位移深度曲线0 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 10 20 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX26

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日1.601.602.012.172.532.662.853.013.143.193.113.073.033.023.253.313.082.972.752.622.402.282.092.001.951.911.571.261.181.121.061.031.031.030.790.690.620.600.450.350.540.640.630.630.710.730.590.500.560.580.540.530.500.470.410.390.340.300.280.260.270.280.270.260.290.300.12-0.050.070.150.260.300.140.050.140.160.120.100.130.151.611.611.952.202.532.692.883.053.193.243.183.133.123.103.323.393.233.062.832.722.542.402.192.112.042.011.601.351.251.191.131.091.081.080.860.740.660.630.440.370.550.650.650.650.720.750.630.510.560.590.570.540.490.450.410.380.330.310.280.280.290.290.270.260.280.290.09-0.040.070.140.220.290.110.060.130.160.130.090.120.14本次变化（mm)0.010.01-0.060.030.000.040.030.040.050.050.070.060.080.080.070.090.150.090.080.110.130.120.100.110.090.100.030.080.060.070.070.060.060.050.060.050.040.03-0.010.020.010.020.020.020.010.010.040.010.000.020.020.01-0.01-0.010.00-0.010.000.010.010.020.020.010.000.00-0.01-0.01-0.030.02-0.01-0.01-0.04-0.01-0.030.010.000.000.01-0.01-0.01-0.01测斜孔CX26位移深度曲线-10 0 -1 0 10 20 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX29

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日2.452.453.283.744.184.514.694.814.514.413.983.833.563.423.103.012.802.642.402.192.081.971.771.641.521.421.130.951.011.030.990.960.930.930.900.890.740.640.690.700.810.900.760.690.600.560.600.620.670.700.510.450.350.320.200.170.360.470.650.820.740.710.640.630.540.460.630.720.460.370.400.440.380.340.490.590.660.710.740.762.512.513.393.834.434.624.814.934.694.574.253.983.703.593.353.202.942.852.582.432.272.201.941.841.671.601.341.111.131.141.071.041.000.970.940.920.810.700.740.750.850.880.780.720.610.540.610.660.690.720.540.480.370.300.170.130.390.500.650.800.710.670.660.660.520.470.670.740.420.330.400.470.360.320.550.630.680.720.760.78本次变化（mm)0.060.060.110.090.250.110.120.120.180.160.270.150.140.170.250.190.140.210.180.240.190.230.160.200.140.180.210.160.130.110.080.080.060.040.040.030.070.060.050.050.04-0.020.030.030.01-0.020.010.040.020.020.040.030.02-0.02-0.03-0.040.030.030.01-0.02-0.04-0.040.020.03-0.020.010.050.02-0.05-0.040.000.03-0.02-0.020.060.040.020.010.020.02测斜孔CX29位移深度曲线0 0 10 20 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX30

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日2.782.783.433.913.964.004.304.404.314.264.144.074.064.063.983.923.553.302.882.582.352.221.821.691.841.901.671.591.521.471.411.361.241.170.880.670.550.480.440.420.710.930.790.680.820.860.840.840.760.730.840.940.960.970.770.670.670.680.600.560.440.390.610.720.740.750.830.870.760.670.590.560.610.660.500.450.450.450.520.542.822.823.713.954.014.064.354.474.394.344.214.174.174.184.104.043.593.442.952.732.492.362.051.821.952.001.751.681.601.541.451.411.301.210.920.690.560.510.470.450.770.940.750.660.790.880.860.850.760.730.900.970.980.990.830.690.660.650.580.520.440.400.630.750.720.710.780.840.700.660.590.540.610.650.560.480.480.480.540.57本次变化（mm)0.040.040.280.040.050.060.050.070.070.080.070.090.110.120.120.120.040.140.070.150.130.140.240.130.110.110.080.090.070.060.050.050.060.040.040.020.000.040.030.030.060.01-0.04-0.02-0.030.020.020.02-0.010.000.060.030.020.020.060.02-0.01-0.03-0.02-0.040.000.000.010.03-0.02-0.04-0.05-0.03-0.06-0.020.00-0.020.00-0.020.050.030.030.030.020.04测斜孔CX30位移深度曲线0 0 -1 -2 -3 10 20 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX31

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日2.282.283.173.443.863.994.214.424.294.254.184.163.883.803.403.032.662.522.452.402.302.242.051.871.821.811.681.621.381.271.151.040.950.910.810.750.740.730.660.620.580.550.600.620.580.530.640.680.340.160.460.640.670.680.780.810.740.700.560.460.600.690.670.670.630.600.470.360.590.730.490.430.440.450.430.430.610.720.500.332.342.343.003.533.894.114.404.554.444.384.294.264.013.933.373.212.962.722.672.632.532.502.202.102.042.021.851.801.621.431.261.181.051.020.860.810.730.690.620.590.600.600.630.650.600.550.610.640.300.130.440.630.680.700.810.840.780.740.580.440.600.660.660.660.650.640.460.410.640.760.530.410.430.440.450.460.650.760.440.35本次变化（mm)0.060.06-0.170.090.030.120.200.130.150.130.110.100.130.13-0.030.180.300.200.220.230.240.260.150.230.220.210.170.180.240.160.110.140.100.110.050.060.00-0.04-0.04-0.030.020.050.030.030.020.02-0.03-0.04-0.04-0.03-0.02-0.010.010.020.030.030.050.040.02-0.020.00-0.03-0.02-0.010.020.04-0.010.050.050.030.04-0.02-0.01-0.010.020.030.040.04-0.060.02测斜孔CX31位移深度曲线0 0 -1 -2 -3 -4 -5 -6 -7 -8 10 20 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CX32

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日1.821.822.082.322.472.582.582.572.452.402.312.272.222.181.951.801.701.651.421.321.401.461.261.140.840.700.930.990.991.000.720.590.490.410.410.410.460.490.580.640.510.420.610.690.650.630.440.370.410.430.170.090.390.460.500.510.440.400.390.390.400.410.390.380.500.550.430.360.300.280.250.220.460.540.480.450.430.420.320.301.861.862.162.402.552.692.662.632.512.452.402.342.252.211.991.841.751.701.421.341.391.431.251.200.880.740.961.041.031.030.640.530.390.340.430.460.500.520.630.680.530.450.660.740.660.600.420.330.400.480.270.120.410.500.540.560.490.430.430.430.400.390.410.420.480.530.430.380.310.250.260.260.440.570.520.480.450.440.360.32本次变化（mm)0.040.040.090.080.080.110.080.060.070.050.080.070.020.030.050.040.050.050.000.02-0.01-0.03-0.010.060.040.040.040.050.040.03-0.08-0.06-0.11-0.070.020.050.040.030.050.040.020.030.060.050.00-0.03-0.03-0.04-0.010.050.100.030.020.040.040.050.050.030.040.040.00-0.020.010.04-0.02-0.020.000.020.01-0.030.010.04-0.020.030.040.030.020.020.040.02测斜孔CX32位移深度曲线0 0 -1 -2 -3 -4 -5 10 20 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CXQ11

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日3.323.324.064.495.625.976.897.507.887.998.488.678.258.007.747.607.307.026.736.516.356.215.965.855.655.565.054.644.294.173.633.313.072.872.452.252.091.971.471.301.251.211.231.231.191.171.201.220.950.680.820.910.650.460.520.550.530.530.650.700.850.890.710.620.800.890.650.580.740.830.780.770.420.290.540.660.550.510.590.623.283.283.914.234.975.686.557.237.637.858.528.808.568.428.348.328.027.907.727.587.357.287.106.976.786.616.025.695.395.134.404.153.853.633.102.952.712.531.921.701.641.591.561.551.431.371.351.341.030.800.971.050.700.560.630.670.650.630.700.760.890.930.770.720.840.950.770.680.770.850.860.870.430.290.640.760.610.570.640.66本次变化（mm)-0.04-0.04-0.14-0.26-0.65-0.29-0.35-0.27-0.25-0.140.040.130.300.420.600.720.720.880.991.071.001.071.131.121.131.060.971.051.090.960.780.840.770.760.640.700.620.560.460.400.390.380.330.320.240.200.150.120.090.120.150.140.060.100.110.120.110.100.050.060.030.040.070.100.040.060.130.100.030.020.080.100.000.000.090.100.060.060.050.04测斜孔CXQ11位移深度曲线0 0 -1 -2 -3 10 20 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CXQ13

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日1.771.772.883.644.284.555.035.405.685.815.485.405.124.904.424.243.983.883.373.183.143.122.852.682.662.652.402.242.092.011.891.841.631.471.231.070.830.680.450.340.390.410.570.630.540.470.650.790.670.580.580.570.200.090.460.620.670.690.650.640.590.560.510.470.530.550.480.440.380.340.460.570.430.340.330.320.270.250.240.221.531.533.083.474.074.425.005.305.515.665.385.275.074.884.554.354.144.033.493.303.283.272.992.822.782.752.432.322.172.071.961.891.621.501.281.120.810.720.490.280.340.380.590.650.570.510.670.820.680.560.550.540.300.130.520.640.690.710.690.670.580.520.480.460.520.580.470.420.330.300.460.620.390.310.330.340.290.270.250.23本次变化（mm)-0.24-0.240.20-0.17-0.21-0.13-0.03-0.10-0.17-0.15-0.10-0.13-0.05-0.020.130.110.160.150.110.120.140.150.140.140.120.100.040.080.070.060.060.050.000.030.050.05-0.020.040.04-0.06-0.04-0.030.020.020.030.040.010.030.00-0.02-0.03-0.030.100.040.060.020.030.020.040.03-0.01-0.04-0.03-0.010.000.030.00-0.02-0.05-0.040.000.05-0.05-0.030.000.020.020.020.020.01测斜孔CXQ13位移深度曲线0 0 -1 -2 -3 -4 -5 10 20 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CXQ16

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日0.310.310.380.440.420.400.350.330.240.210.210.210.190.180.240.300.220.200.200.200.200.200.230.260.240.220.220.220.250.280.300.310.240.200.200.200.200.200.200.200.210.210.200.200.200.200.150.130.180.200.160.140.180.200.110.040.160.240.210.200.210.210.210.210.140.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.270.270.400.490.470.460.410.370.310.290.310.310.310.310.400.470.430.410.400.390.380.370.400.420.390.360.350.340.360.370.370.370.310.250.240.230.250.260.250.250.240.230.230.230.240.250.190.150.180.210.170.150.200.210.110.050.200.250.230.210.210.210.210.210.130.100.110.110.110.110.110.110.110.110.110.110.110.110.100.10本次变化（mm)-0.04-0.040.020.050.050.060.070.040.070.080.100.100.120.130.160.170.210.210.200.190.180.170.170.160.150.140.130.120.100.090.080.060.070.050.040.030.050.060.050.050.030.020.030.030.040.050.040.020.000.010.010.010.010.010.000.010.030.010.020.010.000.000.000.00-0.010.000.010.010.010.010.010.010.010.010.010.010.010.010.000.00测斜孔CXQ16位移深度曲线0 0 -1 -2 -3 -4 -5 10 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CXQ19

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日3.293.294.464.765.445.666.056.236.186.145.575.415.024.814.404.013.793.703.343.103.083.072.992.922.732.632.232.051.811.651.681.701.591.511.150.970.870.770.790.800.650.580.830.950.760.680.861.010.620.470.590.640.710.760.660.600.580.570.590.600.440.380.380.380.630.720.540.370.360.360.340.330.550.690.570.540.450.380.360.363.343.344.404.825.395.686.126.286.246.225.685.545.214.994.554.214.043.963.503.373.373.383.253.213.042.912.602.302.081.891.911.921.731.671.281.100.950.850.850.850.710.610.841.000.870.750.961.040.680.490.610.690.770.790.660.620.610.610.620.620.480.430.420.410.600.750.530.420.390.380.370.360.610.720.640.580.450.400.390.39本次变化（mm)0.050.05-0.050.06-0.050.020.080.050.060.080.120.130.190.180.150.200.250.260.160.270.300.310.270.290.300.280.370.250.270.240.230.220.150.160.130.130.070.080.060.050.060.030.010.050.110.070.100.040.070.020.030.050.060.040.000.020.030.040.030.020.040.050.030.02-0.020.03-0.010.050.030.020.030.040.060.040.070.050.000.020.030.03测斜孔CXQ19位移深度曲线0 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 10 20 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CXQ20

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日2.052.052.703.043.373.673.793.893.603.523.283.042.722.572.322.161.891.781.591.511.251.161.000.860.680.570.780.890.650.550.590.600.290.200.290.340.440.470.610.700.710.720.600.570.390.220.560.670.610.580.430.350.440.520.610.640.550.490.440.390.310.270.210.170.150.140.190.230.240.240.180.150.170.180.140.130.100.090.110.132.102.102.783.103.453.753.923.973.783.593.293.162.862.722.422.322.101.961.801.741.501.361.181.020.840.750.921.050.790.680.710.720.460.260.330.370.470.500.660.770.770.760.660.600.410.240.590.690.650.640.480.390.490.560.640.660.570.550.450.420.340.310.250.200.180.170.240.300.300.300.220.180.200.220.180.160.150.150.160.16本次变化（mm)0.050.050.080.060.080.080.130.080.170.070.010.120.150.150.110.160.220.180.200.230.250.200.170.160.160.180.140.160.150.130.120.120.170.060.040.030.030.030.040.070.050.040.050.030.020.020.030.020.040.060.050.030.050.040.030.020.030.060.010.030.040.040.050.030.030.030.050.070.060.060.040.030.040.040.040.030.050.060.040.03测斜孔CXQ20位移深度曲线0 0 -1 -2 -3 -4 -5 -6 -7 -8 10 20 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032孔 号：CXQ21

002测斜监测日报表（Ⅱ-E区）6:30~11:002014-12-21测试时间：测试日期：深度（m)-0.5-1-1.5-2-2.5-3-3.5-4-4.5-5-5.5-6-6.5-7-7.5-8-8.5-9-9.5-10-10.5-11-11.5-12-12.5-13-13.5-14-14.5-15-15.5-16-16.5-17-17.5-18-18.5-19-19.5-20-20.5-21-21.5-22-22.5-23-23.5-24-24.5-25-25.5-26-26.5-27-27.5-28-28.5-29-29.5-30-30.5-31-31.5-32-32.5-33-33.5-34-34.5-35-35.5-36-36.5-37-37.5-38-38.5-39-39.5-40上次累计（mm)本次累计(mm)12月20日12月21日3.063.064.305.466.717.258.448.939.7910.1010.3210.4610.179.969.449.238.928.707.667.066.306.035.034.534.083.893.443.082.772.562.302.222.212.201.871.631.571.531.451.421.401.381.271.171.020.971.301.400.970.760.500.350.560.660.480.430.600.690.720.740.690.660.630.600.590.570.891.050.890.770.630.550.430.350.470.560.200.000.000.003.133.134.755.586.497.388.429.109.7710.4310.8010.9110.5910.5110.079.919.669.458.667.987.327.106.215.795.485.234.714.484.173.963.693.583.523.473.012.902.812.762.712.672.562.522.372.272.101.991.651.481.441.411.000.790.850.870.700.540.630.650.690.730.680.640.590.570.540.520.771.000.840.720.620.550.440.350.470.540.160.000.000.00本次变化（mm)0.070.070.450.12-0.220.13-0.030.17-0.020.330.470.450.420.550.630.680.740.751.010.921.021.081.181.261.401.341.271.391.401.401.391.361.311.271.141.271.231.241.271.251.161.141.091.101.071.020.350.080.470.650.490.440.300.210.220.110.03-0.04-0.03-0.01-0.01-0.02-0.04-0.04-0.05-0.05-0.12-0.05-0.04-0.06-0.01-0.010.010.000.01-0.02-0.040.000.000.00测斜孔CXQ21位移深度曲线-10 0 -1 -2 0 10 20 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 深度(m)-20 -21 -22 -23 -24 -25 -26 -27 -28 -29 -30 -31 -32 -33 -34 -35 -36 -37 -38 -39 -40 位移变化量(mm)本次累计上次累计注：+代表向基坑内偏移，-代表向基坑外偏移测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工

程

承包单位：浙江华展工程研究设计院有限公司监理单位：中国建筑技术集团有限公司业主单位：绿地集团施工单位北京建工编 号：032

002

水位监测日报表（Ⅱ-E区）

测试日期：2014-12-21测试时间：变化速率累计变化测点编号(cm/d)(cm)SW4SW5SW66:30~11:00备注变化速率测点编号(cm/d)CYS-8CYS-9CYS-10累计变化(cm)备注-3.0-1.0-3.0-16.01.010.0-4.00.0-1.013.04.0-14.0注：上升为“+”，下降为“-”。支撑轴力监测日报表（Ⅱ-E区）测试日期：2014-12-21测试时间：6:30~11:00变化速率累计变化备注变化速率测点编号测点编号(KN/d)(KN)(KN/d)ZL22-1-178.42941.6ZL23-1134.42524.5ZL24-1149.02375.1ZL25-1ZL26-1305.32707.9ZL22-2302.71444.3ZL23-2211.41270.8ZL24-2233.7937.4ZL25-2135.5967.6ZL26-2118.51060.4ZL22-3ZL23-3ZL24-3ZL25-3ZL26-3ZL22-4ZL23-4ZL24-4ZL25-4ZL26-4累计变化(KN)备注注：受压为“+”，受拉为“-”。测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工程

承包单位：浙江华展工程研究设计院有限公司业主单位：绿地集团施工单位北京建工测试日期：2014-12-21变化速率测点编号（mm/d）Q52Q53Q54Q55Q56Q57Q58Q59Q60Q61Q62Q63Q64Q65Q66监理单位：编 号：6:30~11:00中国建筑技术集团有限公司032

水平位移监测日报表（Ⅱ-E区）测试时间：累计位移（mm）备注0.00.00.0-2.0-1.0-1.0-1.00.00.0-1.00.0-1.00.0-1.03.04.05.04.04.04.05.04.03.03.04.03.06.03.0注：向坑内位移为“+”，向坑外位移为“-”。测量：周旭东计算：张旭云复核：周晔宁波绿地中心项目（桃渡路1#、3#地块）、宁波绿地中心项目（桃渡路2#、4#地块）地下室基坑支护工

程

承包单位：浙江华展工程研究设计院有限公司业主单位：绿地集团施工单位北京建工一、工程进度 Ⅱ-E区北侧二层支撑以下开挖。二、数据分析 各测点数据稳定。中国建筑技术集团有限公司监理单位：

编 号：032002监测数据汇总表(Ⅱ区）（Ⅱ-E区）累计变化变化速率测点编号CX12CX13CX14CX15CX18CX19CX20CX21CX26CX27CX28CX29测试项目地表沉降最大立柱沉降最大墙顶沉降最大建筑沉降最大累计变化变化速率备注被钢筋压测试项目CX30CX31CX32CX33CXQ11CXQ13CXQ15被破坏（mm）（mm/d)4.54.62.78.85.70.60.070.130.11暂无法布点0.13-0.150.00备注（mm）1.61.70.91.41.51.23.46.00.04.9测点编号D29-1LZ14Q55JC1（mm/d)0.050.090.110.04-0.020.040.090.000.000.12累计最大（mm）-7.7-4.0-3.8-0.1累计最大（KN）2941.6累计最大（cm）-16.0累计最大（mm）CXQ160.50.05CXQ196.30.05CXQ204.00.08CXQ2110.90.45地铁保护测点标示为黄色变化速率（mm/d)-0.4-0.10.10.0变化速率（KN/d)-178.4变化速率（cm/d)-3.0变化速率（mm/d)测斜墙顶水平位移墙顶沉降立柱沉降支撑轴力水位报警值测试项目变化速率±2±2±2±2主撑：9000KN200mm累计值±50±25±30±25八字撑：7000KN500mm测试项目测点编号支撑轴力最ZL22-1大测试项目测点编号SW4水位下降最大测试项目测点编号墙顶水平位移最大Q656.00.03122########

待隔离桩冠梁混凝土浇筑后具备修复条件累计最大，暂无风险