巨厚砂层超深双轮铣(CSM)防渗墙设计与施工
作者简介:
胡志红,高级工程师,E⁃mail: 710231262@ qq. com
作者单位:
1. 武汉交通工程建设投资集团有限公司,湖北 武汉 430048; 2. 中交路桥建设有限公司,北京 101107; 3. 中交路桥华东工程有限公司,上海 201203
基金项目:
∗中交路桥建设有限公司科技研发项目:临近长江大堤巨厚砂层双轮铣 CSM 超深沉井防渗墙施工技术研究(RP2024044126)
摘要:
以汉南长江大桥南锚碇沉井基础液压双轮铣削搅拌(CSM)工法墙为研究对象,该工程毗邻长江大堤,施工区环境复杂,地下水位高,砂基地层与江水连通,场地水位随季节变化明显,存在水力通道,易造成管涌等风险. 锚碇沉井基础施工周期覆盖长江汛期,为避免汛期对沉井施工造成影响,沉井四周设置内径为 132m 的圆形落底式液压双轮铣搅拌(CSM)工法墙. 采用数值计算,结果表明,在沉井下沉不同工况下均满足要求. 通过工艺试验,优化设备性能需求,创新提出“钻+铣”施工技术,提高施工工效、保证墙体垂直度与入岩深度,优化分段“四铣四喷”成墙技术与水泥掺入比,取芯验证了成墙完整性、墙体强度与渗透性,确保长江大堤及周边环境安全,保障锚碇沉井顺利下沉.

English:
In this paper, the hydraulic double⁃wheel milling and mixing ( cutter soil mixing, CSM)method wall of the south anchorage caisson foundation of Hannan Yangtze River Bridge is taken as theresearch object. The project is adjacent to Yangtze River levee. The environment of the construction areais complex, the groundwater level is high, the sand base stratum is connected with the river water, thesite water level changes significantly with the seasons, and there is a hydraulic channel, which is easy tocause piping and other risks. The construction period of the foundation of the anchor caisson covers theflood season of Yangtze River. In order to avoid the impact of the flood season on the construction of thecaisson, a circular bottom dropping hydraulic double⁃wheel milling mixing construction wall with an innerdiameter of 132m is set around the caisson. The numerical calculation results show that the requirementsare met under different conditions of caisson sinking. Through the process test, the equipmentperformance requirements were optimized, and the drilling⁃milling construction technology was innovatedto improve the construction efficiency, ensure the wall perpendicularity and rock penetration depth,optimize the sectional “four milling and four spraying” wall forming technology and cement mixing ratio,and core sampling verified the integrity, strength and permeability of the wall, ensure the safety of YangtzeRiver embankment and surrounding environment, and ensure the smooth sinking of the anchor caisson.