The invention discloses a groove forming technique for overlapping underground continuous walls to construct a new underground continuous wall. Through the outside of the guide wall, the slot milling machine tool knife is inclined outwards and is milled into a groove along the guiding wall with a constant small slope. Grooving process, with a certain slope cut milling groove can avoid milling machine cutting to both continuous wall by adjusting plate slot milling machine tool adjustment tool, so as to protect the reliable continuous wall and milling machine tool, so the grooving process more secure. At the same time, in the process of grooving, the tool holder is inclined, cutting and milling, and the cutting resistance is smaller, the cutting is more smooth and the efficiency is higher.
【技术实现步骤摘要】
【技术保护点】
一种重叠既有地下连续墙施工新的地下连续墙的成槽工艺,包括如下顺序的步骤: 距既有地下连续墙外放一小段距离施工导墙; 调整铣槽机刀架的向外倾斜一定角度,按外放的导墙,以向既有地下连续墙外侧倾斜0.3%-0.7%的固定斜率凿铣成槽; 反复提放刀架,削落槽与既有地下连续墙的夹层间的泥土; 采用单边带钢丝刷的重锤对既有地下连续墙面进行洗刷,清洗淤泥和未削落的岩土。
【技术特征摘要】
【专利技术属性】
技术研发人员:沈炜东,倪俊强,徐波,田天长,来荣国,张纯东,
申请(专利权)人:中铁二十五局集团轨道交通工程有限公司,中铁二十五局集团有限公司,
类型:发明
国别省市:81
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