A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Main tower vertical steel bar sectional type reinforcing structure and construction method thereof
The invention relates to a main tower vertical steel bar sectional type reinforcing structure and a construction method thereof, and belongs to the field of bridge engineering, and the reinforcing structure comprises a first reserved steel bar, a second reserved steel bar and a reinforcing steel bar. The reinforcing steel bar is connected with the first reserved steel bar through a first threaded sleeve and connected with the second reserved steel bar through a second threaded sleeve. The thread directions of the first reserved steel bar, the upper end of the reinforcing steel bar and the interior of the first threaded sleeve are first directions, the thread directions of the second reserved steel bar, the lower end of the reinforcing steel bar and the interior of the second threaded sleeve are second directions, and the thread directions of the first directions are opposite to the thread directions of the second directions. The reinforcing method comprises the steps that the reinforcing steel bar is connected with the first reserved steel bar and the second reserved steel bar by rotating the threaded sleeve, the first reserved steel bar and the second reserved steel bar are tensioned or pushed by rotating the reinforcing steel bar, and reinforcing of the vertical steel bar is completed. The problems that reinforcing steel bars and reserved steel bars cannot be tightly connected and are prone to loosening can be solved.
本申请涉及一种主塔竖向钢筋分段式补强结构及其施工方法，属于桥梁工程领域，该补强结构包括第一预留钢筋、第二预留钢筋和补强钢筋。补强钢筋与第一预留钢筋通过第一螺纹套筒连接，与第二预留钢筋通过第二螺纹套筒连接；所述第一预留钢筋、所述补强钢筋上端与所述第一螺纹套筒内部的螺纹方向均为第一方向，所述第二预留钢筋、所述补强钢筋下端与所述第二螺纹套筒内部的螺纹方向均为第二方向，第一方向和第二方向的螺纹方向相反。补强方法包括通过旋转螺纹套筒，将补强钢筋与第一预留钢筋和第二预留钢筋连接，转动补强钢筋来张拉或顶推第一预留钢筋和第二预留钢筋，完成竖向钢筋的补强。能解决补强钢筋和预留钢筋无法紧密连接、易松动的问题。
Main tower vertical steel bar sectional type reinforcing structure and construction method thereof
The invention relates to a main tower vertical steel bar sectional type reinforcing structure and a construction method thereof, and belongs to the field of bridge engineering, and the reinforcing structure comprises a first reserved steel bar, a second reserved steel bar and a reinforcing steel bar. The reinforcing steel bar is connected with the first reserved steel bar through a first threaded sleeve and connected with the second reserved steel bar through a second threaded sleeve. The thread directions of the first reserved steel bar, the upper end of the reinforcing steel bar and the interior of the first threaded sleeve are first directions, the thread directions of the second reserved steel bar, the lower end of the reinforcing steel bar and the interior of the second threaded sleeve are second directions, and the thread directions of the first directions are opposite to the thread directions of the second directions. The reinforcing method comprises the steps that the reinforcing steel bar is connected with the first reserved steel bar and the second reserved steel bar by rotating the threaded sleeve, the first reserved steel bar and the second reserved steel bar are tensioned or pushed by rotating the reinforcing steel bar, and reinforcing of the vertical steel bar is completed. The problems that reinforcing steel bars and reserved steel bars cannot be tightly connected and are prone to loosening can be solved.
本申请涉及一种主塔竖向钢筋分段式补强结构及其施工方法，属于桥梁工程领域，该补强结构包括第一预留钢筋、第二预留钢筋和补强钢筋。补强钢筋与第一预留钢筋通过第一螺纹套筒连接，与第二预留钢筋通过第二螺纹套筒连接；所述第一预留钢筋、所述补强钢筋上端与所述第一螺纹套筒内部的螺纹方向均为第一方向，所述第二预留钢筋、所述补强钢筋下端与所述第二螺纹套筒内部的螺纹方向均为第二方向，第一方向和第二方向的螺纹方向相反。补强方法包括通过旋转螺纹套筒，将补强钢筋与第一预留钢筋和第二预留钢筋连接，转动补强钢筋来张拉或顶推第一预留钢筋和第二预留钢筋，完成竖向钢筋的补强。能解决补强钢筋和预留钢筋无法紧密连接、易松动的问题。
Main tower vertical steel bar sectional type reinforcing structure and construction method thereof
一种主塔竖向钢筋分段式补强结构及其施工方法
LIU HANSHUN (author) / CHEN ZHITAO (author) / HUANG XIJUN (author) / WANG DONGHUI (author) / YANG CANWEN (author) / LUO KOU (author) / ZHENG HAN (author) / ZHOU JIANHONG (author) / YANG XUEQI (author)
2023-02-03
Patent
Electronic Resource
Chinese
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