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U型桥台构造型式探讨
引用本文:陈军,周水兴,张玉柱.U型桥台构造型式探讨[J].重庆交通学院学报,2007,26(1):6-9,18.
作者姓名:陈军  周水兴  张玉柱
作者单位:[1]湖北省交通规划设计院,湖北武汉430051 [2]重庆交通大学土木建筑学院,重庆400074 [3]北京中通公路桥梁工程咨询发展有限公司,北京100040
摘    要:U型桥台是公路桥梁下部结构常用的构造,在工程实践中,U型桥台常常出现开裂.依据规范的有关条文,结合有限元数值分析结果,给出了常用桥台的构造内坡比和增设桥台外坡的建议值;进一步提出了改善桥台受力和减小变形的措施和设计方法,包括在前墙与侧墙交汇处增设倒角、前墙与侧墙外侧设置钢筋砼圈梁、在侧墙两侧设置预应力砼拉筋法或钢筋砼拉梁法等,供设计和加固时参考.

关 键 词:U型桥台  构造型式  设计  加固
文章编号:1001-716X(2007)01-0006-04
修稿时间:2005-12-282006-01-06

Discussion on Reasonable Structure Pattern of U-shaped Abutment
CHEN Jun, ZHOU Shui-xing, ZHANG Yu-zhu.Discussion on Reasonable Structure Pattern of U-shaped Abutment[J].Journal of Chongqing Jiaotong University,2007,26(1):6-9,18.
Authors:CHEN Jun  ZHOU Shui-xing  ZHANG Yu-zhu
Institution:CHEN Jun, ZHOU Shui-xing, ZHANG Yu-zhu3
Abstract:The U-shaped abutment is a common structure of infrastructure. However, the cracks often appear during the practice. Based on the specifications and the numerical analyses of FEA, some proposals are given out about inner and outer side slope for the common U-shaped abutment. Furthermore, some measurements and design methods which could reduce the stress and deformation, such as setting the chamfer, reinforced concrete ring beam between the fore wall and the two side walls, emplacing the pre-stressed concrete bar or reinforced concrete pull-beam between the two side walls. These measurements and methods can be reference during designing and reinforcing bridges.
Keywords:U-shaped abutment  structural pattern  design  reinforcement
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