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Weak connection structure of super high-rise corridor

A weak connection and super high-rise technology, applied in the field of weak connection, can solve the problems of large relative displacement of corridors, collision of main buildings, large force, etc.

Active Publication Date: 2020-07-07
广东现代建筑设计与顾问有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The above existing technical solutions have the following defects: when the building is relatively high and the position of the corridor is also high, the strong wind and earthquake will bring relatively large force to the high-rise building, and the corridor will have a relatively large relative displacement , which in turn will collide with the main building, thus causing damage and harm to the main building

Method used

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  • Weak connection structure of super high-rise corridor
  • Weak connection structure of super high-rise corridor
  • Weak connection structure of super high-rise corridor

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Embodiment Construction

[0034] The present invention will be described in further detail below in conjunction with the accompanying drawings.

[0035] refer to figure 1 , is a weak connection structure of a super high-rise corridor 1 disclosed by the invention, including a corridor 1 and a main building 2 . The corridor 1 is located between the main buildings 2 on both sides in the length direction, and is used to connect the main buildings 2 on both sides. The main building 2 includes an upper main body 21 and a lower main body 22. The outer wall of the lower main body 22 is integrally formed with a concrete cowl. Leg 221, the top surface of concrete corbel 221 is provided with installation groove 2211 (as figure 2 shown), the corridor 1 is located between the upper body 21 and the lower body 22 in the height direction.

[0036] The corridor 1 includes a lower roof 11, an upper roof 12, a column 13, a first support plate 14, an intermediate column 15, and a second support plate 16. The lower roof...

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Abstract

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.

Description

technical field [0001] The invention relates to the technical field of weak connections, in particular to a weak connection structure for super high-rise corridors. Background technique [0002] Corridor is a kind of complex high-rise building structure system. It generally refers to the connection between two or several high-rise buildings by overhead connectors to meet the requirements of building shape and use function. The connection between the corridor and the main body of the building can generally be divided into strong connection and weak connection. Strong connection means that both ends of the corridor are fixedly connected with the main building, and no relative displacement between the corridor and the main building is allowed; weak connection means that both ends of the corridor are fixed. The end is slidingly connected with the main building through sliding connection or viscous damping, which can cause relative displacement between the corridor and the main b...

Claims

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Application Information

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IPC IPC(8): E04B1/00E04B1/38E04B1/98E04H9/02
CPCE04B1/0046E04B1/38E04B1/98E04H9/021
Inventor 彭肇才张汝彬谢志辉
Owner 广东现代建筑设计与顾问有限公司
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