摘要
以重庆市轨道交通9号线嘉陵江嘉华轨道专用桥的超高支架为研究对象,结合现场实际情况,采取岩层取芯成孔的方法施工水下锚固桩支架基础,适当增大超高现浇支架的高宽比,通过计算和现场组织施工,使支架可靠地将上部结构的荷载传至桩基础,同时抵抗了较大的水流力,提高了支架的施工安全性能,效果显著,可为同类桥梁的施工提供一定参考。
The super-high support of Jialing River Jiahua Track Bridge of Chongqing Rail Transit Line 9 is researched.Combined with the actual situation on site,the foundation of the underwater anchor pile support is constructed by the core drilling in rock layer and the height-width ratio of the super-high cast-in-place support is increased appropriately.Through calculation and reasonable site construction,the support can reliably transfer the load of the upper structure to the pile foundation and resist the large flow force.The construction safety is obviously improved.It can provide reference for construction of similar bridges.
作者
王平
申捷
Wang Ping;Shen Jie(CCCC No.3 No.3 Construction Engineering Co.,Ltd.,Wuhan 430070,China)
出处
《市政技术》
2021年第S01期62-66,110,共6页
Journal of Municipal Technology
关键词
超高现浇支架
裸岩
取芯成孔
锚固桩
施工技术
super high cast-in-situ support
bare rock
core drilling
anchor pile
construction technology