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高速公路桥梁工程后张法预应力砼箱梁施工技术研究

郭朝华

江西建材Issue(2):203-205,3.
江西建材Issue(2):203-205,3.

高速公路桥梁工程后张法预应力砼箱梁施工技术研究

Research on the Construction Technology of Posttension Pre-stressed Concrete Box Girder in Highway Bridge Engineering

郭朝华1

作者信息

  • 1. 中交二公局第三工程有限公司,陕西 西安 713100
  • 折叠

摘要

Abstract

The construction technology of the posterior prestressed concrete box girder is applied to the expressway bridge construction project,and the prestressed tunnel and anchor plate are set up to facilitate the further installation and construction of the box girder formwork.After the concrete strength of the box girder reaches 90%of the design strength,the box girder concrete steel strand is pierced.The construction process is determined,and according to the project situation,the static load test of the box girder is conducted.The test results show that the cumulative settlement of the test point under the static load is within 10mm,indicating that the box girder is strong,the construction quality is good,and meets the design requirements.

关键词

桥梁工程/后张法/预应力砼箱梁施工

Key words

Bridge engineering/Post-tension method/Prestressed concrete box girder construction

分类

社会科学

引用本文复制引用

郭朝华..高速公路桥梁工程后张法预应力砼箱梁施工技术研究[J].江西建材,2024,(2):203-205,3.

江西建材

1006-2890

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