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南水北调穿黄隧洞工程预应力混凝土施工技术

梁岩 罗小勇 万翱宙

水利水电科技进展Issue(2):54-58,5.
水利水电科技进展Issue(2):54-58,5.DOI:10.3880/j.issn.1006-7647.2014.02.012

南水北调穿黄隧洞工程预应力混凝土施工技术

Construction technique of circular bonded pre-stressed concrete using post-tension method in Yellow River-crossing tunnel construction in South-to-North Water Diversion Project

梁岩 1罗小勇 1万翱宙1

作者信息

  • 1. 中南大学土木工程学院,湖南 长沙 410075
  • 折叠

摘要

Abstract

Based on a brief introduction of the section structure of the Yellow River-crossing tunnel in the South-to-North Water Diversion Project and the layout of anchor ropes, the construction technology of circular bonded pre-stressed concrete using the post-tension method adopted in the tunnel lining construction is described in detail. The construction processes and technologies of concrete pouring, anchor rope tensioning, anchorage slot backfill, and duct grouting are also analyzed. Practice shows that, in the Yellow River-crossing tunnel project, the construction technology of circular bonded pre-stressed concrete using the post-tension method has been successfully applied to the lining construction of a pressure water conveyance tunnel with a large diameter and high head. All the indexes of the project met the design requirements, and good effects were achieved.

关键词

穿黄隧洞工程/输水隧洞/预应力混凝土/衬砌/南水北调工程

Key words

project of the Yellow River-crossing tunnel/water conveyance tunnel/pre-stress concrete/lining/South-to-North Water Diversion Project

分类

建筑与水利

引用本文复制引用

梁岩,罗小勇,万翱宙..南水北调穿黄隧洞工程预应力混凝土施工技术[J].水利水电科技进展,2014,(2):54-58,5.

基金项目

国家自然科学基金(51178470) (51178470)

水利水电科技进展

OA北大核心CSCDCSTPCD

1006-7647

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