Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method and device for connecting main reinforcements and stress reinforcements of foundation pit slope platform
The invention provides a foundation pit slope platform main reinforcement and stress reinforcement connecting method and device, and effectively solves the problems that in the prior art, when a stress reinforcement and a main reinforcement in a slope platform reinforcing mesh are connected, the efficiency is low, and deflection and looseness are prone to occurring. According to the technical scheme, the method for connecting the main reinforcements and the stress reinforcements of the foundation pit slope platform comprises the steps that the two main reinforcements are placed in parallel, the interval between the two main reinforcements is determined by the width of the platform at the upper end of a slope, and the stress reinforcements are erected on the two main reinforcements; the two ends of the stress rib are wound downwards at the same time, and the main rib is clamped; a plurality of stress ribs are sequentially fixed between the two main ribs; a device for achieving a foundation pit slope platform main reinforcement and stress reinforcement connecting method comprises a flat plate, bending units are arranged on the front lower side and the rear lower side of the flat plate, each bending unit comprises an outer cylinder, an inner cylinder is inserted into the outer cylinder, a compressed spring is arranged between the left end of the inner cylinder and the left end of the outer cylinder, a sliding groove is formed in the inner side wall of the outer cylinder, a protruding block is arranged at the left end of the inner cylinder, and a hook with a downward opening is arranged at the right end of the inner cylinder.
本发明提供了一种基坑边坡平台主筋与受力筋连接方法及装置，有效的解决了现有技术中边坡平台钢筋网中的受力筋与主筋连接时，效率低，易歪斜，易松弛的问题；其解决的技术方案是，一种基坑边坡平台主筋与受力筋连接方法，包括：将两根主筋平行放置，两根主筋之间的间隔由边坡上端平台宽度决定，将受力筋搭设在两个主筋上；将受力筋两端同时向下缠绕并将主筋夹紧；将多个受力筋依次固定在两个主筋之间；一种实现基坑边坡平台主筋与受力筋连接方法的装置，包括平板，平板前后下侧均有折弯单元，折弯单元包括外筒，外筒内插装有内筒，内筒左端与外筒左端之间有压簧，外筒内侧壁上有滑动槽，内筒左端有凸起块，内筒右端有开口向下的钩子。
Method and device for connecting main reinforcements and stress reinforcements of foundation pit slope platform
The invention provides a foundation pit slope platform main reinforcement and stress reinforcement connecting method and device, and effectively solves the problems that in the prior art, when a stress reinforcement and a main reinforcement in a slope platform reinforcing mesh are connected, the efficiency is low, and deflection and looseness are prone to occurring. According to the technical scheme, the method for connecting the main reinforcements and the stress reinforcements of the foundation pit slope platform comprises the steps that the two main reinforcements are placed in parallel, the interval between the two main reinforcements is determined by the width of the platform at the upper end of a slope, and the stress reinforcements are erected on the two main reinforcements; the two ends of the stress rib are wound downwards at the same time, and the main rib is clamped; a plurality of stress ribs are sequentially fixed between the two main ribs; a device for achieving a foundation pit slope platform main reinforcement and stress reinforcement connecting method comprises a flat plate, bending units are arranged on the front lower side and the rear lower side of the flat plate, each bending unit comprises an outer cylinder, an inner cylinder is inserted into the outer cylinder, a compressed spring is arranged between the left end of the inner cylinder and the left end of the outer cylinder, a sliding groove is formed in the inner side wall of the outer cylinder, a protruding block is arranged at the left end of the inner cylinder, and a hook with a downward opening is arranged at the right end of the inner cylinder.
本发明提供了一种基坑边坡平台主筋与受力筋连接方法及装置，有效的解决了现有技术中边坡平台钢筋网中的受力筋与主筋连接时，效率低，易歪斜，易松弛的问题；其解决的技术方案是，一种基坑边坡平台主筋与受力筋连接方法，包括：将两根主筋平行放置，两根主筋之间的间隔由边坡上端平台宽度决定，将受力筋搭设在两个主筋上；将受力筋两端同时向下缠绕并将主筋夹紧；将多个受力筋依次固定在两个主筋之间；一种实现基坑边坡平台主筋与受力筋连接方法的装置，包括平板，平板前后下侧均有折弯单元，折弯单元包括外筒，外筒内插装有内筒，内筒左端与外筒左端之间有压簧，外筒内侧壁上有滑动槽，内筒左端有凸起块，内筒右端有开口向下的钩子。
Method and device for connecting main reinforcements and stress reinforcements of foundation pit slope platform
一种基坑边坡平台主筋与受力筋连接方法及装置
WANG GUODONG (Autor:in) / WANG LANYUE (Autor:in) / ZHANG HONGFU (Autor:in) / RUAN JINGUI (Autor:in) / LI YUETING (Autor:in) / MA ZHICHAO (Autor:in) / YOUNGMIN LEE (Autor:in) / HU XIAOBO (Autor:in)
21.07.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Reinforcement connecting device and connecting method of reinforcements
| Europäisches Patentamt | 2020
| Europäisches Patentamt | 2024