[1]周建东,吴 盛,曹驰宇,等.新型钢管冒水孔施工技术及工程应用[J].江苏水利,2021,(03):27-30.
 ZHOU Jiandong,WU Sheng,CAO Chiyu,et al.Construction technology of new type steel pipe seep hole and its engineering application[J].JIANGSU WATER RESOURCES,2021,(03):27-30.
点击复制

新型钢管冒水孔施工技术及工程应用()
分享到:

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2021年03期
页码:
27-30
栏目:
水利工程建设
出版日期:
2021-04-07

文章信息/Info

Title:
Construction technology of new type steel pipe seep hole and its engineering application
文章编号:
1007-7839(2021)03-0027-04
作者:
周建东1 吴 盛2 曹驰宇3 华 臻1
1.江阴市水利工程公司, 江苏 无锡 214400; 2.江阴市华士水利建设工程有限公司, 江苏 无锡 214400; 3.南京市水利规划设计院股份有限公司, 江苏 南京 210006
Author(s):
ZHOU Jiandong1 WU Sheng2 CAO Chiyu3 HUA Zhen1
1.Jiangyin Water Conservancy Engineering Company, Wuxi 214400, China; 2.Jiangyin Huashi Water Conservancy Construction Engineering Co., Ltd., Wuxi 214400, China; 3.Nanjing Water Planning and Designing Institute Co., Ltd., Nanjing 210006, China
关键词:
新型钢管技术 冒水孔 质量控制 检查验收
Keywords:
new steel pipe technology seep hole quality control inspection and acceptance
分类号:
TV523
文献标志码:
B
摘要:
为了保障护砌工程的防护效果,避免较高水压顶毁相关护砌而引发更为严重的灾害损失,提高冒水孔施工成孔率的研究是十分必要的。提出一种新型钢管冒水孔施工技术,分析其工作原理及施工特点。从成品加工、安装、保护3个方面,总结其施工质量控制要点。并成功应用于某水利枢纽工程中,经检查验收,采用新型钢管技术制作的冒水孔施工质量均可达到目标值。可有效提高冒水孔的排水减压作用。
Abstract:
In order to ensure the protection effect of retaining works and avoid more serious disaster losses caused by high water pressure, it's necessary to study on improving the hole forming rate of seep hole construction. A new construction technology of new type steel pipe seep hole was put forward, and its working principle and construction characteristics were analyzed. The key points of construction quality control were summarized from three aspects of finished product processing, installation and protection. It had been successfully applied in a water conservancy project. After inspection and acceptance, the construction quality of the water riser made by the new steel pipe technology could reach the target value, which could effectively improve the drainage and decompression effect of seep holes.

参考文献/References:

[1] 陈权, 王克国. 提高堤防混凝土护砌施工速度和工程质量的可行措施[J]. 黑龙江水利科技, 2016, 44(4):157-159.
[2] 刘佩楼. 中小型河道治理的新型护砌型式探究[J]. 水利技术监督, 2015, 23(4):53-55.
[3] 阎广聚. 洋河中游段防冲护砌工程优化设计[J]. 河北水利, 2014(3):21.
[4] 郑敏. 深厚砂基水闸消能防冲设施抗浮分析研究[D]. 广州:华南理工大学, 2010.
[5] 周名德. 水闸消力池首端厚度计算与破坏原因分析[J]. 江苏水利, 2006(4):39-53.
[6] 周尚. 张渡湖排水闸闸基冒水涌沙的研究[J]. 人民长江, 1955(11):5-21.
[7] 张辉, 王鹏, 袁赛. 煤矿井下供水孔施工技术研究[J]. 内蒙古煤炭经济, 2017(1):100, 106.
[8] 吴刚, 张自东. 溪洛渡水电站大孔径排水孔施工技术[J]. 青海电力, 2009, 28(增刊1):37-42.
[9] 孙方超. 吉林省西部供水工程渠道护砌方案设计[J]. 水利规划与设计, 2018(9):165-168.

备注/Memo

备注/Memo:
收稿日期:2020-11-26
作者简介:周建东(1986—),男,工程师,本科,主要从事水利水电工程施工管理工作。E-mail:504800330@qq.com
更新日期/Last Update: 2021-03-20