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高填方渠段沉降变形对衬砌结构的影响分析

冷星火 王磊 陈烈奔

人民长江Issue(6):31-34,4.
人民长江Issue(6):31-34,4.

高填方渠段沉降变形对衬砌结构的影响分析

Analysis on impact of settlement deformation of high-filled canal on lining structure

冷星火 1王磊 1陈烈奔1

作者信息

  • 1. 长江勘测规划设计研究院 规划处,湖北 武汉430010
  • 折叠

摘要

Abstract

Constrained by the current construction conditions and the requirements for overall construction progress, part of high-filled canal of Middle Route Project of South-to-North Water Diversion is difficult to meet the demand of more than six-month pre-settling time. In view of the actual situation of the typical section of high-filled canal, the impact of settlement deformation after construction on stress distribution, flexural deformation of concrete slab is analyzed in detail. Moreover, the pa-per proposes the control measures of settlement deformation according to the research results, which provides technical reference for the water-filling test and normal safe operation of the high-filled canal.

关键词

高填方渠坡/衬砌面板/沉降变形/南水北调中线工程

Key words

high-filled canal slope/concrete slab/settlement deformation/Middle Route Project of South-to-North Water Diversion

分类

建筑与水利

引用本文复制引用

冷星火,王磊,陈烈奔..高填方渠段沉降变形对衬砌结构的影响分析[J].人民长江,2014,(6):31-34,4.

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