| 注册
首页|期刊导航|科技创新与应用|桥梁工程后张法预应力梁板施工质量控制研究

桥梁工程后张法预应力梁板施工质量控制研究

旷铁良

科技创新与应用2024,Vol.14Issue(21):160-163,4.
科技创新与应用2024,Vol.14Issue(21):160-163,4.DOI:10.19981/j.CN23-1581/G3.2024.21.038

桥梁工程后张法预应力梁板施工质量控制研究

旷铁良1

作者信息

  • 1. 衡阳市南岳农村和城市建设投资开发有限公司,湖南衡阳 421900
  • 折叠

摘要

Abstract

With the rapid development of the highway and bridge engineering in our country,the construction technology of post-tensioning-based prestressed beam slab has been widely used in bridge engineering.In this case,in order to ensure the safety,durability and beauty of bridge engineering,improving the construction quality becomes the key.Based on the research on the quality control of post-tensioning-based prestressed beam slab construction of bridge engineering,this paper analyzes the technical key points of each link of prestressed beam slab construction,and puts forward the corresponding quality control measures for the reference of professionals.

关键词

桥梁工程/后张法/预应力梁板/施工/质量控制

Key words

bridge engineering/post-tensioning/prestressed beam slab/construction/quality control

分类

交通工程

引用本文复制引用

旷铁良..桥梁工程后张法预应力梁板施工质量控制研究[J].科技创新与应用,2024,14(21):160-163,4.

科技创新与应用

2095-2945

访问量0
|
下载量0
段落导航相关论文