摘要
随着公路运输事业的不断发展,桥梁服役年限增加,大量早期建造的空心板梁桥已不能满足现有的交通量需求和规范的要求,亟需进行维修改造。以某预应力混凝土简支空心板梁桥维修工程为例,空心板结构承载能力通过板端填充、体系转换的方法得到了提高,能够达到现行规范中设计荷载的要求,使桥梁的安全运营得到了保障。
With the continuous development of highway transportation and the increase of bridge service life,a large number of hollow slab girder bridges built in the early stage can no longer meet the existing traffic demand and the requirements of the specifications,so it is urgent to carry out maintenance and reconstruction.Taking the maintenance project of a prestressed concrete simply-supported hollow slab girder bridge as an example,the bearing capacity of the hollow slab structure has been improved through the method of slab end filling and system transformation,which can meet the requirements of the design load in the current specifications,and ensure the safe operation of the bridge.
作者
商东洋
Shang Dongyang(Liaoning Provincial Transportation Planning and Design Institute Co.,Ltd.,Shenyang 110166,China)
出处
《山西建筑》
2023年第7期158-161,共4页
Shanxi Architecture
关键词
简支空心板
体系转换
维修加固
simply supported hollow slab
system transformation
maintenance reinforcement