大浩湖跨线桥静动载试验数据.doc

15/15附件一、静载试验检测数据一、试验加载车辆试验加载车辆过磅称重附表1车牌编号前轴重(kN)后轴重(kN)总重(kN)0854164.30250.80315.100205768.20236.60304.800177564.50250.20314.700223164.60250.60315.2005141164.80250.90315.700180964.70251.20315.905223168.00246.80314.807013567.40246.30313.70平均65.81247.93313.74二、6×25m预应力混凝土连续箱梁桥（第一联）静载实测数据1、挠度观测数据附图1边跨挠度观测测点布置图连续梁边跨实测挠度（mm）附表2编号初值第一级第二级第三级卸载100.32-0.08-0.22-0.0220-0.95-1.55-2.01-0.1530-1.78-2.52-3.29-0.2840-1.02-1.58-1.92-0.05500.070.04-0.47-0.1960-1.71-2.40-3.14-0.1470-1.93-2.84-3.52-0.392、应变观测数据附图2最大弯矩截面应变测点布置图连续梁边跨最大弯矩截面实测应变（微应变）附表3编号初值第一级第二级第三级卸载10-7.5708-10.9425-15.80851.842820-7.1455-11.7735-12.5915-4.54373010.567913.885216.16920.099364026.579139.786146.73711.21975027.816140.590148.10512.91316022.44933.39541.6731.42147019.39630.22944.2423.88818018.610230.030239.64021.80919015.620325.464337.12133.971210014.813125.959136.25712.13921106.37859.149512.13652.0221120-1.3012-3.4245-4.4474-2.185130-3.5274-5.4287-7.03030.14645三、3×25m+35m+3×25m预应力混凝土连续箱梁（第二联）静载实测数据1、挠度观测数据附图3中跨挠度观测测点布置图连续梁中跨实测挠度（mm）附表4编号初值第一级第二级第三级卸载100.791.652.020.5720-0.67-0.52-0.750.3230-2.53-3.01-3.79-0.1740-3.92-4.93-5.84-0.2550-2.90-3.14-3.37-0.4860-0.38-0.78-1.05-0.45701.121.421.59-0.26801.251.631.71-0.5490-0.11-0.53-0.62-0.55100-2.87-3.24-4.33-0.36110-4.05-5.43-6.91-0.57120-3.09-3.63-4.52-0.47130-0.65-0.70-1.090.361400.591.362.080.23150-3.70-4.81-5.93-0.18160-3.74-5.78-6.31-0.34170-3.83-5.91-6.58-0.092、应变观测数据附图4盖梁跨中截面应变测点布置图中跨跨中截面实测应变（微应变）附表5编号初值第一级第二级第三级卸载10-4.25881-7.86031-5.67191-2.26931206.21585.660915.83162.9265307.3120611.7697620.188760.549314022.9081526.8621548.241152.850055019.0812924.9332945.74029-2.144516022.444522.046550.10350.93537023.1535426.8345442.905541.673348028.3919232.8319251.056921.444129029.2846142.2906156.32161-1.0341910032.6839544.9319558.068950.343751108.960512.157515.77150.41016120-4.22049-10.0548-7.47289-0.30176130-4.49145-11.1981-8.24385-3.95165支点截面实测应变（微应变）附表6编号初值第一级第二级第三级第四级卸载105.442367.131868.317867.47466-0.16211203.547821.528322.714823.777820.4394530-1.40337-5.25487-6.