飛馬路跨線橋靜動載試驗數(shù)據(jù)

/附件一、靜載試驗檢測數(shù)據(jù)一、試驗加載車輛試驗加載車輛過磅稱重附表1車牌編號前軸重(kN)后軸重(kN)總重(kN)9034358.00249.10307.100205758.20248.20306.400177563.20251.70314.800223158.20248.30306.500642057.60248.80306.400180962.10251.30313.405223158.20248.30306.507013557.80248.10305.90平均59.16249.22308.38二、5×30m預應力混凝土連續(xù)箱梁（第二聯(lián)）靜載實測數(shù)據(jù)1、撓度觀測數(shù)據(jù)附圖1邊跨撓度觀測測點布置圖連續(xù)梁邊跨實測撓度（mm）附表2編號初值一級二級三級卸載10-0.10-0.26-0.27-0.1720-0.72-1.55-2.34-0.1230-1.07-2.19-3.39-0.1540-0.85-1.61-2.23-0.0750-0.06-0.17-0.29-0.1060-1.70-3.18-4.42-0.0570-0.51-1.17-2.12-0.012、應變觀測數(shù)據(jù)附圖2最大彎矩截面應變測點布置圖連續(xù)梁邊跨最大彎矩截面實測應變（微應變）附表3編號初值一級二級三級卸載10-0.4223-3.5098-4.28567.1147203.10004.464812.99187.9204309.718815.624928.41196.49854020.225741.993764.41579.2529506.877921.208937.19696.32426011.084724.188739.70075.5420707.505818.177631.37065.1062807.461317.358130.99015.2665901.92015.850312.29112.2509100-1.1517-0.4555-0.06591.0078110-5.3013-9.1518-13.78743.1347三、2×30m+35m+2×30m預應力混凝土連續(xù)箱梁（第一聯(lián)）靜載實測數(shù)據(jù)1、撓度觀測數(shù)據(jù)附圖3中跨撓度觀測測點布置圖連續(xù)梁中跨實測撓度（mm）附表4編號初值一級二級三級卸載100.410.471.22-0.2720-0.06-0.18-0.34-0.1230-1.08-1.85-3.56-0.1940-2.19-4.90-6.580.1650-1.88-4.24-5.43-0.1660-1.31-2.59-4.89-0.3170-0.53-1.69-4.11-0.25800.30-0.12-2.68-0.1790-1.03-1.92-3.61-0.32100-0.07-0.17-0.24-0.121100.350.631.19-0.112、應變觀測數(shù)據(jù)（a）跨中截面（b）支點截面附圖4跨中和支點截面應變測點布置圖中跨跨中截面實測應變（微應變）附表5編號初值一級二級三級卸載10-7.4233-11.8718-21.6598-2.8735202.74733.76733.7112-1.07413010.029018.765030.84302.10814017.058633.104657.06662.88805013.310028.528050.04603.8989607.847817.905853.06282.3459707.335416.233432.14543.6044806.189514.759636.35164.9351903.18269.045431.89741.41061001.13750.07381.9221-2.4018110-3.4527-6.3719-11.8362-1.8792支點截面實測應變（微應變）附表6編號初值一級二級三級卸載101.89523.91066.1071-0.689220-1.3134-4.7187-8.5879-1.393530-2.5047-6.6138-12.4055-2.245440-8.1230-16.0788-26.6978-3.876950-11.3828-23.2698-36.6028-4.466360-7.2924-17.0453-27.9613-3.038170-6.0561-13.7650-25.0360-2.666580-8.0868-14.9596-21.0378-2.373290-2.6690-4.6946-7.2701-2.5010100-0.3920-0.9028-1.6391-1.59171101.88113.60795.96071.5429附件二、動載試驗檢測數(shù)據(jù)一、試驗加載車輛試驗加載車輛過磅稱重附表7車牌編號前軸重(kN)后軸重(kN)總重(kN)7013557.80248.10305.90二、5×30m預應力混凝土連續(xù)箱梁（第二聯(lián)）動載實測數(shù)據(jù)1、動載測點布置附圖5橋跨動測的傳感器測點布置2、跑車實測曲線附圖620Km/h跑車實測動撓度－時間圖（A1=0.082mm）附圖730Km/h跑車實測動撓度－時間圖（A1=0.094mm）附圖840Km/h跑車實測動撓度－時間圖（A1=0.11mm）3、剎車實測曲線附圖920Km/h剎車實測動撓度－時間圖（A1=0.069mm）附圖1030Km/h剎車實測動撓度－時間圖（A3=0.13mm）附圖1140Km/h剎車實測動撓度－時間圖（A3=0.20mm）4、跳車實測曲線和分析附圖12跳車實測動撓度－時間圖（A1=0.55mm）附圖13跨中跳車3#測點動撓度頻譜圖(f＝4.404Hz，阻尼比＝1.686%)二、2×30m+35m+2×30m預應力混凝土連續(xù)箱梁（第一聯(lián)）動載實測數(shù)據(jù)1、動載測點布置附圖14橋跨動測的傳感器測點布置2、跑車實測曲線附圖1520Km/h跑車實測動撓度－時間圖（A3=0.21mm）附圖1630Km/h跑車實測動撓度－時間圖（A3=0.11mm）附圖1740Km/h上坡跑車實測動撓度－時間圖（A3=0.25mm）3、剎車實測曲線附圖1820Km/h剎車實測動撓度－時間圖（A3=0.17mm）附圖193