应用研究 2024年 第53卷 第15期

DOI: 10. 7672 / sgjs2024150047

超大直径盾构隧道双液同步注浆工艺与应用效果分析

孙旭涛

作者简介:

孙旭涛,工程师,E⁃mail:526979174@ qq. com

作者单位:

中铁十四局集团大盾构工程有限公司,江苏 南京 211800

基金项目:

∗国家自然科学基金(52178398)

摘要:

对北京东六环路改造工程超大直径盾构隧道双液同步注浆设备、地面拌合设备等进行介绍,考虑双液浆快凝特性,采用特制注浆设备有效解决了双液浆堵管问题,有效避免因堵管造成的施工问题. 提出使用膨润土封堵盾尾的措施,防止停机后盾构机被双液浆包裹,保护盾尾止浆板、钢板束和盾尾刷不被破坏. 盾构机掘进过程中,需控制注浆量、注浆压力、注浆速度. 本工程盾构机掘进引起的地表沉降可控制在 13mm 以内,管片浮动量基本为-5~ 10mm,可知双液同步注浆可有效控制地表沉降及管片上浮.

English:

The double liquid synchronous grouting equipment and ground mixing equipment of super largediameter shield tunnel in Beijing East Sixth Ring Road Reconstruction Project are introduced.Considering the rapid solidification characteristics of double liquid slurry, the special grouting equipmentis used to effectively solve the problem of double liquid slurry plugging and effectively avoid theconstruction problems caused by plugging. The measures of using bentonite to seal the shield tail are putforward to prevent the shield machine from being wrapped by double liquid slurry after shutdown, and toprotect the shield tail slurry stop plate, steel plate bundle and shield tail brush from being destroyed. Inthe process of shield tunneling, it is necessary to control the grouting volume, grouting pressure andgrouting speed. The surface settlement caused by shield tunneling in this project can be controlled within13mm, and the floating amount of segments is basically -5 ~ 10mm. It can be seen that double liquidsynchronous grouting can effectively control surface settlement and segment floating.