摘要
青衣江大桥是峨眉至夹江联网畅通乐夹大道的控制性工程,且有大件荷载通行的要求。该桥梁采用整体性好、刚度大的预应力混凝土连续梁设计以满足大件荷载要求;采用整联现浇,两端张拉预应力的施工方案,可加快多联多跨连续梁施工进度,不受施工顺序的限制;采用拉索抗震盆式支座的解决地震作用下各墩受力不均衡的问题;分别采用碗扣式满堂支架和钢管贝雷梁支架结构的施工方式,减少河道内水位的影响。
The Qingyi River Bridge is a controlled project for the unobstructed Lejia Avenue from Emei to Jiajiang,and there are requirements for passage of large loads.The bridge adopts a pre-stressed concrete continuous beam design with good integrity and high rigidity to meet the large load requirements;it adopts a construction plan of integrated cast-in-place and tensioned prestress at both ends,which can speed up the construction schedule of multi-span continuous beams is not restricted by the construction sequence;the use of cable seismic-resistant basin supports solves the problem of unbalanced forces on the piers under the action of earthquake;the construction method of of bowl-buckle full-floor bracket and steel pipe Bailey beam support structure reduces impact of the water level in the river.
出处
《建筑技术开发》
2021年第23期122-123,共2页
Building Technology Development
基金
四川省交通科技项目(2016B2-2)。
关键词
预应力混凝土连续梁
大件荷载
桥梁抗震
拉索支座
prestressed concrete continuous beam
large load
bridge seismic resistance
stay cable support