| 隧道0号横洞高压富水区帷幕注浆及施工技术 |
| |
| 引用本文： | 黄雄新. 隧道0号横洞高压富水区帷幕注浆及施工技术[J]. 山西建筑, 2007, 33(30): 338-339 |
| |
| 作者姓名： | 黄雄新 |
| |
| 作者单位： | 中铁十二局集团第二工程有限公司,山西太原,030032 |
| |
| 摘 要： | 结合工程概况，通过对超前探水情况的分析，提出采用超前预注浆的加固方案，并从止浆墙或止浆岩盘的施作、帷幕注浆的加固范围、孔口管的埋设、注浆施工过程等方面阐述了其施工技术，最后对注浆效果进行了检查评定，为今后类似工程的施工提供参考依据。
|
| 关 键 词： | 高压富水区 帷幕注浆 施工技术 止浆岩盘 |
| 文章编号： | 1009-6825（2007）30-0338-02 |
| 修稿时间： | 2007-05-16 |
Construction technology of curtain grouting for high pressure and rich water zone treatment in 0# transverse gallery of one tunnel |
| |
| HUANG Xiong-xin. Construction technology of curtain grouting for high pressure and rich water zone treatment in 0# transverse gallery of one tunnel[J]. Shanxi Architecture, 2007, 33(30): 338-339 |
| |
| Authors: | HUANG Xiong-xin |
| |
| Abstract: | Combined with practical work and based upon analysis of advanced water prospecting advanced pre-grouting reinforcment scheme is proposed; at the same time practical construction technology is elaborated from construction of sealing batholite, reinforcement range of curtain grouting, embedrnent of pipe, grouting construction process and other aspects. In the end grouting effect is inspected and evaluated, which provide good references for similar works in the future. |
| |
| Keywords: | high pressure and rich water zone curtain grouting construction technology sealing batholite |
| 本文献已被 维普 万方数据 等数据库收录！ |
