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Construction method of double-wall retaining wall-injection type vacuum anchor cable collaborative slope protection system
The invention relates to the field of slope engineering, in particular to a construction method of a fabricated double-wall retaining wall-injection type vacuum anchor cable collaborative slope protection system. Comprising the following construction steps that S1, double-wall building block monomers are prefabricated, and an injection type vacuum anchor cable is prepared; s2, assembling a single-layer transverse framework of the prefabricated double-wall retaining wall; s3, an injection type vacuum anchor cable is installed, the front end of the injection type vacuum anchor cable is connected with the prefabricated double-wall retaining wall, and the rear end of the injection type vacuum anchor cable is anchored in the stable rock mass; and S4, according to the sequence from top to bottom, all layers of prefabricated double-wall building blocks and injection type vacuum anchor cables are installed till construction of the whole slope protection system is completed. The large-rigidity assembly type retaining wall and the injection type vacuum anchor cable are fully utilized to be cooperatively stressed, a slope reinforcing system which is rigid and soft and extremely high in integrity is formed, and slope instability damage is effectively prevented and controlled.
本发明涉及边坡工程领域,特别是一种装配式双壁挡土墙—注射式真空锚索协同护坡体系施工方法。包括以下施工步骤:S1.预制双壁砌块单体、注射式真空锚索的准备;S2.预制双壁挡土墙的单层横向骨架的装配;S3.安装注射式真空锚索,注射式真空锚索的前端与预制双壁挡土墙连接,注射式真空锚索的后端锚固于稳定岩体内;S4.按照自上而下的顺序,安装各层预制双壁砌块和注射式真空锚索,直至整个护坡体系完成施工。其充分利用大刚度装配式挡土墙与注射式真空锚索协同受力,形成刚柔并济且整体性极强的边坡加固体系,有效地防控边坡失稳破坏。
Construction method of double-wall retaining wall-injection type vacuum anchor cable collaborative slope protection system
The invention relates to the field of slope engineering, in particular to a construction method of a fabricated double-wall retaining wall-injection type vacuum anchor cable collaborative slope protection system. Comprising the following construction steps that S1, double-wall building block monomers are prefabricated, and an injection type vacuum anchor cable is prepared; s2, assembling a single-layer transverse framework of the prefabricated double-wall retaining wall; s3, an injection type vacuum anchor cable is installed, the front end of the injection type vacuum anchor cable is connected with the prefabricated double-wall retaining wall, and the rear end of the injection type vacuum anchor cable is anchored in the stable rock mass; and S4, according to the sequence from top to bottom, all layers of prefabricated double-wall building blocks and injection type vacuum anchor cables are installed till construction of the whole slope protection system is completed. The large-rigidity assembly type retaining wall and the injection type vacuum anchor cable are fully utilized to be cooperatively stressed, a slope reinforcing system which is rigid and soft and extremely high in integrity is formed, and slope instability damage is effectively prevented and controlled.
本发明涉及边坡工程领域,特别是一种装配式双壁挡土墙—注射式真空锚索协同护坡体系施工方法。包括以下施工步骤:S1.预制双壁砌块单体、注射式真空锚索的准备;S2.预制双壁挡土墙的单层横向骨架的装配;S3.安装注射式真空锚索,注射式真空锚索的前端与预制双壁挡土墙连接,注射式真空锚索的后端锚固于稳定岩体内;S4.按照自上而下的顺序,安装各层预制双壁砌块和注射式真空锚索,直至整个护坡体系完成施工。其充分利用大刚度装配式挡土墙与注射式真空锚索协同受力,形成刚柔并济且整体性极强的边坡加固体系,有效地防控边坡失稳破坏。
Construction method of double-wall retaining wall-injection type vacuum anchor cable collaborative slope protection system
双壁挡土墙—注射式真空锚索协同护坡体系施工方法
LING XIANCHANG (Autor:in) / HU YIRU (Autor:in) / YANG ZHONGNIAN (Autor:in) / TANG LIANG (Autor:in) / LIU QIHUI (Autor:in) / HUANG TENG (Autor:in) / CHEN HONGWEI (Autor:in) / WANG YIXIANG (Autor:in) / CHEN YAN (Autor:in)
10.05.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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