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TB水电站大坝廊道层施工技术研究与应用

吴都督

云南水力发电2024,Vol.40Issue(8):119-122,4.
云南水力发电2024,Vol.40Issue(8):119-122,4.DOI:10.3969/j.issn.1006-3951.2024.08.028

TB水电站大坝廊道层施工技术研究与应用

Research and Application of Construction Technology for the Corridor Layer of TB Hydropower Station

吴都督1

作者信息

  • 1. 中国水利水电第八工程局有限公司,湖南 长沙 410004
  • 折叠

摘要

Abstract

TB hydropower station dam is a roller compacted concrete gravity dam with a height of 158m.The dam has three levels of low,medium,and high corridors arranged at elevations of 1586m,1640m,and 1695m.After the installation of the formwork for the corridor layer of the dam,the large warehouse surface is divided into multiple independent warehouse surfaces.Coupled with the interference of the bottom corridor and consolidation grouting,the roller compacted concrete construction of the corridor layer is the most difficult and longest straight-line construction of the dam.TB hydropower station has effectively accelerated the construction speed of the corridor layer through technological innovations in consolidation grouting,corridor storage,and"crossing"the corridor,and completed the roller compacted concrete construction of the middle corridor layer of the dam in only 20 days.

关键词

碾压混凝土/TB水电站/廊道/固结灌浆/预留缺口

Key words

rolled concrete/TB hydropower station/corridor/consolidation grouting/reserved gap

分类

建筑与水利

引用本文复制引用

吴都督..TB水电站大坝廊道层施工技术研究与应用[J].云南水力发电,2024,40(8):119-122,4.

云南水力发电

1006-3951

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