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A platform for research: civil engineering, architecture and urbanism
Underground diaphragm wall multi-groove simultaneous milling construction method based on groove wall reinforcement
The invention discloses an underground diaphragm wall multi-groove simultaneous milling construction method based on groove wall reinforcement. The underground diaphragm wall multi-groove simultaneousmilling construction method comprises the following steps that S1, two cement mixing walls are constructed on the two sides of an underground diaphragm wall to be constructed; S2, positioning and setting out are carried out on center lines of the groove sections of the underground diaphragm wall to be constructed; S3, the diaphragm wall is milled into grooves by using a groove milling machine ina seven-milling groove forming manner; and S4, steel reinforcement cages are lowered in the three sets of groove sections, and concrete is poured. According to the underground diaphragm wall multi-groove simultaneous milling construction method, the stability of the groove wall in the construction process of the anchorage diaphragm wall is guaranteed.
本发明公开了一种基于槽壁加固的地连墙多槽同铣施工方法，包括以下步骤：步骤1、在待施工的地连墙两侧施工两道水泥土搅拌墙；步骤2、对待施工地下连续墙槽段中心线进行定位放样；步骤3、使用铣槽机通过七铣成槽的方式将地连墙铣切成槽；步骤4、在三组槽段均下放钢筋笼，浇筑混凝土。本发明保证锚碇地连墙施工过程中的槽壁稳定性。
Underground diaphragm wall multi-groove simultaneous milling construction method based on groove wall reinforcement
The invention discloses an underground diaphragm wall multi-groove simultaneous milling construction method based on groove wall reinforcement. The underground diaphragm wall multi-groove simultaneousmilling construction method comprises the following steps that S1, two cement mixing walls are constructed on the two sides of an underground diaphragm wall to be constructed; S2, positioning and setting out are carried out on center lines of the groove sections of the underground diaphragm wall to be constructed; S3, the diaphragm wall is milled into grooves by using a groove milling machine ina seven-milling groove forming manner; and S4, steel reinforcement cages are lowered in the three sets of groove sections, and concrete is poured. According to the underground diaphragm wall multi-groove simultaneous milling construction method, the stability of the groove wall in the construction process of the anchorage diaphragm wall is guaranteed.
本发明公开了一种基于槽壁加固的地连墙多槽同铣施工方法，包括以下步骤：步骤1、在待施工的地连墙两侧施工两道水泥土搅拌墙；步骤2、对待施工地下连续墙槽段中心线进行定位放样；步骤3、使用铣槽机通过七铣成槽的方式将地连墙铣切成槽；步骤4、在三组槽段均下放钢筋笼，浇筑混凝土。本发明保证锚碇地连墙施工过程中的槽壁稳定性。
Underground diaphragm wall multi-groove simultaneous milling construction method based on groove wall reinforcement
基于槽壁加固的地连墙多槽同铣施工方法
XIA HUAN (author) / ZHANG GUOHAO (author) / GUO JIAJIA (author) / SU XIAOLONG (author) / LI JIAN (author) / ZHANG SHENGJUN (author) / WANG MENG (author) / HE CHAO (author) / LIU YAXI (author)
2020-11-06
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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