地下连续墙防绕流水囊设计与施工
作者单位:
张耀洪,高级工程师,E-mail:8525608@ qq. com
作者简介:
1. 中铁七局集团西安铁路工程有限公司,陕西 西安 710032;2. 西安建筑科技大学,陕西 西安 710055
基金项目:
∗陕西省重点研发计划(2020SF-373)
摘要:
在富水软弱地层地下连续墙施工过程中,墙体接头防绕流措施是增强地下连续墙整体刚度和防渗性能,提高墙体施工质量的关键. 依托佛山地铁绿岛湖中站工程,在传统防绕流措施的基础上提出新型防绕流水囊技术,通过水囊对工字钢腹板内部进行填充,封堵混凝土绕流通道,提供软弱土层临时支撑. 相比传统防绕流措施,采用防绕流水囊技术后,地下连续墙浇筑速率、工字钢接头施工质量和整体防水性能显著提高.
![](/images/icon-open.png)
English:
In the process of construction of underground diaphragm wall in water-rich and weak strata, theanti-flow around measures of wall joint are the key to enhance the overall stiffness and anti-seepageperformance of the underground diaphragm wall and improve the construction quality of the wall. Based onthe project of Lüdao Lake Middle Station of Foshan Metro, a new type of anti-flow around water sactechnology is proposed on the basis of traditional anti-flow around measures. The water sac is used to fillthe interior of the I-shaped steel web, block the concrete circulation channel, and provide temporarysupport for the soft soil layer. Compared with the traditional anti-flow around measures, the pouring rateof underground diaphragm wall with anti-flow around water sac technology is significantly improved, andthe construction quality and overall waterproof performance of I-steel joints of underground diaphragm wallare significantly improved.