[1]张 明.对某送水渠完建期混凝土护坡衬砌出现上浮的原因剖析[J].江苏水利,2021,(06):23-25.
 ZHANG Ming.Causes analysis on concrete slope lining floating in completion period of a water supply channel[J].JIANGSU WATER RESOURCES,2021,(06):23-25.
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对某送水渠完建期混凝土护坡衬砌出现上浮的原因剖析()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2021年06期
页码:
23-25
栏目:
水利工程建设
出版日期:
2021-06-23

文章信息/Info

Title:
Causes analysis on concrete slope lining floating in completion period of a water supply channel
文章编号:
1007-7839(2021)06-0023-03
作者:
张 明
(盐城市河海工程建设监理中心, 江苏 盐城 224000)
Author(s):
ZHANG Ming
(Hehai Engineering Construction Supervision Center of Yancheng City, Yancheng 224000, China)
关键词:
混凝土 护坡衬砌 上浮 渗流破坏
Keywords:
concrete slope lining float upward seepage failure
分类号:
TV431
文献标志码:
B
摘要:
由于受到汛期短期雨水的影响,某供水渠道在混凝土衬砌施工期,在低洼地积水严重下,与河底形成近6 m水位差,其坡面砂化严重,渗透力强,而导致渗流的破坏,也造成了衬砌上浮。利用实例进行原因剖析,从中对设计和施工中的不足提出建设性意见,有助于今后类似工程项目,在特定的工情、水情条件下做好防范,减少渗流的破坏。
Abstract:
Due to the influence of short-term rain in flood season, during the construction period of concrete lining, a water supply channel forms a water level difference of nearly 6 m with the river bottom under the serious water accumulation in low-lying areas. The slope surface was sanding seriously and the permeability was strong, which led to the destruction of seepage, and also caused the lining floating upward. The reasons were analyzed with examples, and constructive suggestions were put forward for the deficiencies in design and construction, which would be helpful to prevent similar projects in the future under specific working conditions and water conditions and reduce seepage damage.

参考文献/References:

[1] 江正荣. 建筑施工计算手册[M]. 北京:中国建筑工业出版社,2006.
[2] 苑莲菊,李振栓,杨展,等. 工程渗流力学及运用[M]. 北京:中国建材工业出版社,2001.

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备注/Memo

备注/Memo:
收稿日期:2021-01-11
作者简介:张明(1987—),工程师,本科,主要从事水利工程建设工作。E-mail:337835689@qq.com
更新日期/Last Update: 2021-06-23