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输水隧洞TBM预制管片混凝土配合比优化设计

刘海威

红水河2024,Vol.43Issue(4):16-21,6.
红水河2024,Vol.43Issue(4):16-21,6.DOI:10.3969/j.issn.1001-408X.2024.04.004

输水隧洞TBM预制管片混凝土配合比优化设计

Optimization Design of Concrete Mix Proportion for TBM Precast Segments in Water Conveyance Tunnel

刘海威1

作者信息

  • 1. 中国能源建设集团广西水电工程局有限公司,广西 南宁 530001
  • 折叠

摘要

Abstract

The water conveyance tunnel of Kaliwa dam project in Philippines has the characteristics of small section,long distance and high buried depth.It is located in high ground stress and seismic area with complex geological conditions.Double shield TBM one-way construction is adopted,and the concrete strength grade of the segments is the same as that of common segments in China.The author analyzes the optimization reasons for the concrete mix proportion for TBM precast segments in water conveyance tunnel,expounds the optimization design ideas,and optimizes the percentage of chemical admixture,water consumption,sand ratio and total ash content according to the performance test results of concrete raw materials.The results show that after the optimization of the mix proportion,the binder content used per cubic meter of concrete can be reduced by 40 kg,and the performance of concrete can be improved to a certain extent,which provides technical support for the production of precast segments.

关键词

混凝土配合比/优化设计/TBM/预制管片/输水隧洞

Key words

concrete mix proportion/optimization design/TBM/precast segments/water conveyance tunnel

分类

建筑与水利

引用本文复制引用

刘海威..输水隧洞TBM预制管片混凝土配合比优化设计[J].红水河,2024,43(4):16-21,6.

红水河

1001-408X

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