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A platform for research: civil engineering, architecture and urbanism
Underground diaphragm wall grooving construction method and device
The invention relates to the technical field of underground diaphragm wall construction, and particularly discloses a grooving construction method and device for an underground diaphragm wall. The method comprises the steps that S1, a shallow groove is excavated; s2, pouring the side wall of the shallow slot; s3, drilling a hole downwards in the bottom surface of the shallow slot by the rotary drill; and S4, the double-wheel slot milling machine carries out slot milling in the punching direction. The device comprises a device body, and the device body comprises vertical plates arranged on the two sides of an underground continuous groove; baffles arranged in the height direction of the vertical plate are arranged at the two ends of the vertical plate. The vertical plate and the baffle jointly form a limiting groove for the double-wheel slot milling machine to penetrate through; a fixing mechanism is arranged at the lower end of the vertical plate and used for fixing the baffle to a groove opening of the underground continuous groove. Aiming at the defects existing in the prior art, the problem that the grooving construction time of the underground diaphragm wall is long can be solved, and the effects of saving the construction time and improving the construction efficiency of workers are achieved.
本发明涉及地下连续墙施工技术领域，具体地说，公开了一种地下连续墙成槽施工方法及装置。方法包括S1、开挖浅槽；S2、浇筑浅槽侧壁；S3、旋挖钻在浅槽底面向下打钻孔；S4、双轮铣槽机沿打孔方向铣槽。装置包括装置主体，装置主体包括设立与地下连续槽两侧的立板；立板两端设有沿立板高度方向设置的挡板；立板与挡板共同构成供双轮铣槽机穿过的限位槽；立板下端设有固定机构，固定机构用于将挡板固定于地下连续槽槽口处。针对现有技术中存在的缺陷，本发明能够解决地下连续墙成槽施工时间较长的问题，达到节省施工时间，提升工作人员施工效率的效果。
Underground diaphragm wall grooving construction method and device
The invention relates to the technical field of underground diaphragm wall construction, and particularly discloses a grooving construction method and device for an underground diaphragm wall. The method comprises the steps that S1, a shallow groove is excavated; s2, pouring the side wall of the shallow slot; s3, drilling a hole downwards in the bottom surface of the shallow slot by the rotary drill; and S4, the double-wheel slot milling machine carries out slot milling in the punching direction. The device comprises a device body, and the device body comprises vertical plates arranged on the two sides of an underground continuous groove; baffles arranged in the height direction of the vertical plate are arranged at the two ends of the vertical plate. The vertical plate and the baffle jointly form a limiting groove for the double-wheel slot milling machine to penetrate through; a fixing mechanism is arranged at the lower end of the vertical plate and used for fixing the baffle to a groove opening of the underground continuous groove. Aiming at the defects existing in the prior art, the problem that the grooving construction time of the underground diaphragm wall is long can be solved, and the effects of saving the construction time and improving the construction efficiency of workers are achieved.
本发明涉及地下连续墙施工技术领域，具体地说，公开了一种地下连续墙成槽施工方法及装置。方法包括S1、开挖浅槽；S2、浇筑浅槽侧壁；S3、旋挖钻在浅槽底面向下打钻孔；S4、双轮铣槽机沿打孔方向铣槽。装置包括装置主体，装置主体包括设立与地下连续槽两侧的立板；立板两端设有沿立板高度方向设置的挡板；立板与挡板共同构成供双轮铣槽机穿过的限位槽；立板下端设有固定机构，固定机构用于将挡板固定于地下连续槽槽口处。针对现有技术中存在的缺陷，本发明能够解决地下连续墙成槽施工时间较长的问题，达到节省施工时间，提升工作人员施工效率的效果。
Underground diaphragm wall grooving construction method and device
一种地下连续墙成槽施工方法及装置
LIU HE (author) / LU JIABING (author) / YANG MING (author) / MA YONGFENG (author) / TANG MENGXIANG (author) / WU XIANGHUA (author) / YUAN XUSEN (author) / WANG HENG (author) / RHO KWANG-MYUNG (author) / XIE LEILEI (author)
2023-11-21
Patent
Electronic Resource
Chinese
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