科技资讯2024,Vol.22Issue(6) :144-146.DOI:10.16661/j.cnki.1672-3791.2312-5042-2525

无压力注浆隔水地基处理施工技术研究

Research on Construction Technology of Foundation Treatment Based on Non-Pressure Grouting Waterproofing

李州平
科技资讯2024,Vol.22Issue(6) :144-146.DOI:10.16661/j.cnki.1672-3791.2312-5042-2525

无压力注浆隔水地基处理施工技术研究

Research on Construction Technology of Foundation Treatment Based on Non-Pressure Grouting Waterproofing

李州平1
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作者信息

  • 1. 广西建工第一建筑工程集团有限公司 广西桂平 530001
  • 折叠

摘要

结合工程实际,介绍了一种通过无压力注浆进行基坑隔水的一种地基处理施工方法.通过孔位设计,无压力注浆隔水的方式,对施工场地进行地基处理,将地下水隔离,可实现地下工程无水施工;止水后经水压实验,基坑底部达到隔水层要求的,按照设计规范可以取消抗浮设计措施.在实际工作中,对无压力注浆在基坑隔水施工中的应用进行了尝试,通过注浆孔位置设计和注浆顺序,将水位较高的地下水区域从透水能力强的部位引至透水能力弱的部位,并形成隔水层达到降水的目的.并研究了基坑使用无压力注浆隔水降水的可行性.

Abstract

Combined with engineering practice,the paper introduces a construction method of foundation treat-ment for foundation pit waterproofing by pressure-free grouting.Through the design of a bolehole site,a pressure-free grouting waterproofing method is used to treat foundations at the construction site to isolate groundwater,which can achieve water-free construction for underground projects.After waterproofing,through a hydraulic test,if the bottom of a foundation fit meets the requirements of water-resisting layers,anti-floating design measures can be canceled according to design specifications.In actual work,the application of pressure-free grouting in the construction of foundation pit waterproofing is tried,a groundwater area with a high water level is led from a part with strong permeability to a part with weak permeability through the borehole site design and sequence of grout-ing to form an aquifer to achieve the purpose of declining water,and the feasibility of isolating water and declining water in foundation pits by pressure-free grouting is also studied.

关键词

无压力注浆隔水/基坑工程/隔水效果/施工效率/成本优势/环境影响

Key words

Non-pressure grouting waterproofing/Foundation pit engineering/Waterproofing effect/Construc-tion efficiency/Cost advantage/Environmental impact

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出版年

2024
科技资讯
北京国际科技服务中心 北京合作创新国际科技服务中心

科技资讯

影响因子:0.51
ISSN:1672-3791
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