兰州工业学院学报
蘭州工業學院學報
란주공업학원학보
Journal of Lanzhou Institute of Technology
2014年
3期
29-32
,共4页
钢桁架桥%动载试验%承载力
鋼桁架橋%動載試驗%承載力
강항가교%동재시험%승재력
steel truss bridge%dynamic loading test%carrying capacity
为保证现役铁路旧桥梁的安全运行,需定期对其进行检测,对清绿支线黑河3#桥进行现场动载试验,得到该桥梁结构在列车通过时的动力响应,使用东风4型机车双机连挂以40 km/h的速度从桥上经过来激励桥梁结构,使桥梁上部结构产生响应。分别用DH3817动静态应变采集仪以及DH5938振动测试系统进行数据的采集,分析桥梁结构的动力响应,即动应变、动挠度﹑振动加速度等,同时利用有限元分析软件ANSYS对该桥进行理论模拟分析。通过对试验实测值与理论模拟值进行对比,判断了解其承载力和工作性能,为桥梁的加固与否提供依据,为桥梁的运营、养护和维修提供必要的参考。
為保證現役鐵路舊橋樑的安全運行,需定期對其進行檢測,對清綠支線黑河3#橋進行現場動載試驗,得到該橋樑結構在列車通過時的動力響應,使用東風4型機車雙機連掛以40 km/h的速度從橋上經過來激勵橋樑結構,使橋樑上部結構產生響應。分彆用DH3817動靜態應變採集儀以及DH5938振動測試繫統進行數據的採集,分析橋樑結構的動力響應,即動應變、動撓度﹑振動加速度等,同時利用有限元分析軟件ANSYS對該橋進行理論模擬分析。通過對試驗實測值與理論模擬值進行對比,判斷瞭解其承載力和工作性能,為橋樑的加固與否提供依據,為橋樑的運營、養護和維脩提供必要的參攷。
위보증현역철로구교량적안전운행,수정기대기진행검측,대청록지선흑하3#교진행현장동재시험,득도해교량결구재열차통과시적동력향응,사용동풍4형궤차쌍궤련괘이40 km/h적속도종교상경과래격려교량결구,사교량상부결구산생향응。분별용DH3817동정태응변채집의이급DH5938진동측시계통진행수거적채집,분석교량결구적동력향응,즉동응변、동뇨도﹑진동가속도등,동시이용유한원분석연건ANSYS대해교진행이론모의분석。통과대시험실측치여이론모의치진행대비,판단료해기승재력화공작성능,위교량적가고여부제공의거,위교량적운영、양호화유수제공필요적삼고。
In order to ensure the secure operation of the old railway bridge , the bridge should be given regular inpection .In this paper , by conducting on-site load test to the Green branch line , namely the Heihe No .3 of steel-framed bridge, we got the dynamic response of bridge when trains were passing through .In the test, we let DF-IV locomotive with double engines pass through the bridge to activate the bridge's structure at speed of 40km/h. During the test ,DH3817 dynamic and static strain acquisition instrument and DH 5938 vibration test system were used to collect data for purpose of analyzing dynamic response , such as dynamic strain , dynamic deflection , vi-bration acceleration, etc., meanwhile ANSYS was used to simulate theory analysis .After comparing values from experiment and simulation , we can judge working load and capability ,and provide reference for operation , main-tenance and repairment of bridges .