[1]吴世新,郭炜.高压旋喷防渗墙在江都区高水河东堤除险加固中的应用[J].江苏水利,2023,(12):51-55.
　WU Shixin,GUO Wei.Application of high pressure rotary jet anti-seepage wall in the reinforcement of the east embankment of Gaoshui River in Jiangdu District[J].JIANGSU WATER RESOURCES,2023,(12):51-55.
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高压旋喷防渗墙在江都区高水河东堤除险加固中的应用()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2023年12期
页码:
51-55
栏目:
水利工程建设
出版日期:
2023-12-15

文章信息/Info

Title:
Application of high pressure rotary jet anti-seepage wall in the reinforcement of the east embankment of Gaoshui River in Jiangdu District
文章编号:
1007-7839（2023）12-0051-0005
作者:
吴世新1; 郭炜2
（1. 江苏省水利建设工程有限公司，江苏 扬州 225100；2. 扬州市江都区水务局，江苏 扬州 225200）
Author(s):
WU Shixin1;  GUO Wei2
（1. Jiangsu Water Conservancy Construction Engineering Co., Ltd., Yangzhou 225100, China；2. Jiangdu District Water Conservancy Bureau of Yangzhou, Yangzhou 225200, China）
关键词:
高压旋喷防渗墙; 堤防; 试桩试验; 施工方案
Keywords:
high pressure rotary jet anti-seepage wall;  embankment;  pile testing experiment;  construction plan
分类号:
TV553
文献标志码:
B
摘要:
高压旋喷防渗墙在堤坝的地基防渗处理中被广泛应用，它能够有效有效地加强基础的防渗能力。本文以江都区高水河东堤除险加固工程为例，分析了高压旋喷防渗墙在水利工程堤防地基处理中的应用，介绍了工程概况、二重管高压旋喷桩施工流程、试桩试验概况，并根据选定的三根试桩的试验结果，拟定了最优施工方案以及施工技术参数，并提出了质量控制措施，为该地区高压旋喷防渗墙结构的设计与施工提供了参考依据，对同类工程实施具有很好的借鉴意义。
Abstract:
The high-pressure rotary jet grouting anti-seepage wall is widely used in the foundation anti-seepage treatment of embankments, which can effectively strengthen the anti-seepage capacity of the foundation. Taking the east embankment of Gaoshui River in Jiangdu District as an example, this paper analyzes the application of high-pressure rotary jet grouting anti-seepage wall in embankment foundation treatment of water conservancy projects, introduces the general situation of the project, the construction process of double pipe high-pressure rotary jet grouting piles, and the general situation of pile test. Based on the test results of three selected test piles, the optimal construction scheme and construction technical parameters are drawn up, and quality control measures are proposed, which provides a reference basis for the design and construction of high-pressure rotary jet grouting anti-seepage wall structures in the region, and has good reference significance for the implementation of similar projects.

参考文献/References:

[1]祁卫军，朱家胜，崔阳，等. 高压旋喷桩施工过程中桩身开裂原因[J].江苏水利，2022（5）：32-36.
[2]DL/T 5200—2019.水电水利工程高压喷射灌浆技术规范[S].北京：中国电力出版社，2020.
[3]田贵智. 高压旋喷防渗墙生产性试验探究[J].山西水利，2020，36（2）：32-33，43.
[4]王俊华，徐铜鑫. 高压旋喷桩试桩专项施工方案[J].科技资讯，2023，21（4）：56-59.
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[7]张先文. 高压旋喷桩质量控制浅析[J].甘肃科技，2007，23（5）：169-171.

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备注/Memo

备注/Memo:
收稿日期：2023-07-09
作者简介：吴世新（1990—），男,工程师，主要从事水利工程施工管理。E-mail:ryc7788@126.com
更新日期/Last Update: 2023-12-15