An Efficient Post-Tensioned Prestressed Concrete Bridge Construction Approach

被引:0
|
作者
Li, Shilan [1 ]
机构
[1] Liao Ning Jian Zhu Vocat Coll, Liaoyang 111000, Peoples R China
关键词
Post-tensioned prestressed concrete; Bridge construction; high-strength tendon; Normal stress; Resistance Moment; STRENGTH; STEEL;
D O I
10.1109/ICMTMA.2019.00035
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
How to enhance the quality of concrete bridge is an important issue. Therefore, in this paper, we propose an efficient post-tensioned prestressed concrete bridge construction approach. At first, we explain the background theory of post-tensioned prestressed concrete bridge construction, and describe the process flow chart of the post-tensioned prestressed technology. Afterwards, we illustrate how to exploit the prestressed principle in concrete bridge construction. In addition, a hole is reserved below the eccentric distance in a concrete beam axis, and then high-strength steel can be installed and stretched. Then, normal stress of the concrete section is generated by the external load moment. In the end, we design an experiment to evaluate the performance of the proposed method via testing the vibration velocity under different truck speeds. Experimental results show that the post-tensioned prestressed technology can effectively enhance the safe level of the concrete bridge.
引用
收藏
页码:128 / 131
页数:4
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