A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Weak connection structure of super high-rise corridor
The invention relates to a weak connection structure of a super high-rise corridor. The weak connection structure includes the corridor and a main building. The main building includes an upper body and a lower body. Concrete corbels are integrally formed on the outer side wall of the lower body, and the bottom surface of the corridor is fixed with an extension column. The weak connection structureincludes sliding supports fixedly connected to the top surfaces of the concrete corbels, the top surfaces of the sliding supports are fixedly connected first hinge supports, and the top surfaces of the first hinge supports are fixedly connected with first connecting rods. The ends, away from the first hinge supports, of the connecting rods are fixedly connected with second hinge supports, and thesecond hinge supports are fixedly connected to the bottom surface of the corridor. The outer side wall of the concrete corbels are fixedly connected to third hinge supports, the bottom surface the extension column is fixedly connected to fourth hinge supports, second connecting rods are rotatably arranged between the third hinge supports and the fourth hinge supports, and a traction mechanism isarranged between the upper body and the corridor. The weak connection structure has the effects of reducing the large displacement of the corridor caused by strong wind and earthquake at the time of realizing the weak connection and improving the safety between the corridor and the main building.
本发明涉及一种超高层连廊的弱连接结构，包括连廊以及主体建筑，主体建筑包括上主体和下主体，下主体的外侧壁一体成型有混凝土牛腿，连廊的底面固接有延伸柱，弱连接结构包括固接于混凝土牛腿顶面的滑动支座，滑动支座顶面固接有第一铰支座，第一铰支座的顶面固接有第一连杆，第一连杆远离第一铰支座的一端固接有第二铰支座，第二铰支座固接于连廊的底面，混凝土牛腿的外侧壁固接有第三铰支座，延伸柱的底面固接有第四铰支座，第三铰支座和第四铰支座之间转动设置有第二连杆，上主体和连廊之间设置有牵引机构。本发明具有能够在实现弱连接的同时，减少强风和地震对连廊造成较大的位移，提高了连廊和主体建筑之间的安全性的效果。
Weak connection structure of super high-rise corridor
The invention relates to a weak connection structure of a super high-rise corridor. The weak connection structure includes the corridor and a main building. The main building includes an upper body and a lower body. Concrete corbels are integrally formed on the outer side wall of the lower body, and the bottom surface of the corridor is fixed with an extension column. The weak connection structureincludes sliding supports fixedly connected to the top surfaces of the concrete corbels, the top surfaces of the sliding supports are fixedly connected first hinge supports, and the top surfaces of the first hinge supports are fixedly connected with first connecting rods. The ends, away from the first hinge supports, of the connecting rods are fixedly connected with second hinge supports, and thesecond hinge supports are fixedly connected to the bottom surface of the corridor. The outer side wall of the concrete corbels are fixedly connected to third hinge supports, the bottom surface the extension column is fixedly connected to fourth hinge supports, second connecting rods are rotatably arranged between the third hinge supports and the fourth hinge supports, and a traction mechanism isarranged between the upper body and the corridor. The weak connection structure has the effects of reducing the large displacement of the corridor caused by strong wind and earthquake at the time of realizing the weak connection and improving the safety between the corridor and the main building.
本发明涉及一种超高层连廊的弱连接结构，包括连廊以及主体建筑，主体建筑包括上主体和下主体，下主体的外侧壁一体成型有混凝土牛腿，连廊的底面固接有延伸柱，弱连接结构包括固接于混凝土牛腿顶面的滑动支座，滑动支座顶面固接有第一铰支座，第一铰支座的顶面固接有第一连杆，第一连杆远离第一铰支座的一端固接有第二铰支座，第二铰支座固接于连廊的底面，混凝土牛腿的外侧壁固接有第三铰支座，延伸柱的底面固接有第四铰支座，第三铰支座和第四铰支座之间转动设置有第二连杆，上主体和连廊之间设置有牵引机构。本发明具有能够在实现弱连接的同时，减少强风和地震对连廊造成较大的位移，提高了连廊和主体建筑之间的安全性的效果。
Weak connection structure of super high-rise corridor
一种超高层连廊的弱连接结构
PENG ZHAOCAI (author) / ZHANG RUBIN (author) / XIE ZHIHUI (author)
2020-07-07
Patent
Electronic Resource
Chinese
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