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北滩水库除险加固设计与施工技术探讨

黄文杰 毛军 李小莲 施建明 覃俏倩

广西水利水电Issue(3):120-123,4.
广西水利水电Issue(3):120-123,4.

北滩水库除险加固设计与施工技术探讨

Discussion on reinforcement design and construction technology of Beitan Reservoir

黄文杰 1毛军 1李小莲 1施建明 2覃俏倩2

作者信息

  • 1. 广西水利电力职业技术学院,南宁 530023
  • 2. 广西玉邦工程有限公司,南宁 530007
  • 折叠

摘要

Abstract

Beitan Reservoir has been put into operation for more than 60 years and has problems such as serious seepage in the dam body and foundation,poor foundation condition of the spillway,and plugging of the water con-veyance tunnel.An introduction was made on the key points of the design of dam seepage prevention,reinforcement of spillway and water release facilities.Emphasis was placed on the application of high-pressure rotary jet grouting for anti-seepage treatment of dam body,consolidation grouting for plugging of old culvert,and backfill grouting for the 120°range of the original water release tunnel roof.

关键词

除险加固/高压旋喷灌浆/固结灌浆/北滩水库

Key words

risk removal and reinforcement/high pressure rotary jet grouting/consolidation grouting/Beitan Reser-voir

分类

建筑与水利

引用本文复制引用

黄文杰,毛军,李小莲,施建明,覃俏倩..北滩水库除险加固设计与施工技术探讨[J].广西水利水电,2024,(3):120-123,4.

广西水利水电

1003-1510

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