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考虑车辆荷载对预应力大悬臂盖梁开裂的影响

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随着路面车辆的不断增加以及混凝土盖梁使用年限的增加,部分桥梁的盖梁出现裂缝。以石家庄某桥梁为例,通过研究在运营阶段可能对桥梁开裂产生的影响,研究大悬臂预应力混凝土盖梁在车辆荷载作用下,车辆荷载位置、车辆荷载大小以及上部结构形式对盖梁产生裂缝的影响与桥梁在无车辆荷载时进行对比,确定车辆荷载对盖梁开裂的影响程度。结果表明:车辆荷载位置越靠近悬臂端,盖梁拉应力越大,结构的下挠越严重,右车道发生严重超载时与左、右车道同时超载相比,拉应力变化较小,但盖梁挠度较大,约为左、右车道超载时两倍。
Influence of Vehicle Load on the Cracking of Prestressed Large Cantilever Cover Beams
With the continuous increase of road vehicles and the service life of concrete cover beams,cracks have appeared in some bridge cover beams.Taking a bridge in Shijiazhuang as an example,by stud-ying the possible impact on bridge cracking during the operation phase,the influence of vehicle load loca-tion,vehicle load size,and superstructure form on cracking of the large cantilever prestressed concrete cover beam under vehicle load is studied.The comparison is made with the bridge without vehicle load to determine the degree of impact of vehicle load on the cracking of the cover beam.The results show that the closer the vehicle load position is to the cantilever end,the greater the tensile stress of the cover beam,and the more severe the structural deflection.When the right lane experiences severe overloading,compared to the simultaneous overloading of the left and right lanes,the change in tensile stress is smaller,but the de-flection of the cover beam is larger,about twice that of the overloading of the left and right lanes.

concrete crackinglarge cantilever cover beamoverload

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中铁六局集团 天津铁路建设有限公司,天津市河北区鸿顺里街诺城广场 1 号楼 300143

混凝土开裂 大悬臂盖梁 超载

国家自然科学基金中国铁建股份有限公司科技重大项目陕西省科技厅重点研发一般项目甘肃省科技计划天津市软土特性与工程环境重点实验室开放基金

521083332020-A012020GY31823YFGA00382022SCEEKL004

2024

河北水利电力学院学报
河北工程技术高等专科学校

河北水利电力学院学报

影响因子:0.414
ISSN:2096-5680
年,卷(期):2024.34(2)
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