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Support type ball joint for giant space truss

A space truss and support type technology, which is applied in the direction of architecture and building construction, can solve the problems of high tension of supports, space occupied by large-diameter truss steel ball nodes, and difficulties in realizing support nodes, so as to reduce the support Higher height, faster construction and installation speed, and lower manufacturing cost

Inactive Publication Date: 2013-04-24
大连市建筑设计研究院有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] 3. Due to the limitation of the position of the support, the height of the support is very tight, and the large-diameter truss steel ball joints occupy a lot of space, so it is very difficult to realize the joints of the support

Method used

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  • Support type ball joint for giant space truss
  • Support type ball joint for giant space truss
  • Support type ball joint for giant space truss

Examples

Experimental program
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Effect test

Embodiment Construction

[0025] Such as Figure 1 to Figure 3 As shown, a bearing-type ball joint for a giant space truss includes a hollow ball joint and a support fixed to it by a sphere 6 arranged at the lower end of the hollow ball joint, and the material of the hollow ball joint is cast steel; Described bearing comprises box body 1, base 2 and the upper cover plate 5 that is fixed on described base 2 upper ends, and described base 2 and described upper cover plate 5 constitute the accommodating space for fixing ball 6; Described box body 1 The inner wall of the base is provided with a boss for limiting and fixing the base 2, and a tetrafluoro plate 7 and a stainless steel plate 8 are also provided between the lower surface of the base 2 and the box 1; the box 1 The cover plate 11 at the upper end fixes the adjusting and fixing part fixed to the base 2 in the box body 1, and the adjusting and fixing part is arranged on the boss and is composed of high-strength bolts 3 with springs 4 . The cover ...

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Abstract

The invention discloses a support type ball joint for a giant space truss. The support type ball joint is characterized by comprising a hollow ball joint and and a support, wherein the support is fixed with the hollow ball joint through a ball at the lower end of the hollow ball joint. The support comprises a box body, a base and an upper cover plate fixed at the upper end of the base. A boss used for limiting and fixing the base is arranged on the inner wall of the box body. A cover plate at the upper end of the box body fixes a fixed adjusting portion fixed with the base in the box body. The base and the upper cover plate form a holding space for fixing the ball, and the ball can rotate in the holding space by any angles. By the aid of the integrated structure of the hollow ball joint and the support, the support can translate and rotate to consume temperature stress of a roof truss structure in a normal use state. Meanwhile, the integrated structure can resist earthquake and strong wind, guarantee safety of the roof truss structure, the height and the size of the support can be effectively reduced, eccentricity of the support is reduced, manufacturing cost is low and construction and mounting speed is increased.

Description

technical field [0001] The invention relates to a support construction node technology for a space long-span roof truss or a complex space structure, in particular to a support type ball joint for a giant space truss. Background technique [0002] At present, in the actual space structure, the support is an essential and important component. Due to the diversification of the form and force requirements of the space structure, the structural form and technical requirements of the support also change accordingly. In the space roof truss system with irregular curved surface, the actual engineering structure is a multi-tube, thin column, long-span and long cantilever complex space combination structure. pick, connected with the outer protective structure, so the roof truss support is in a very unfavorable stress state, mainly manifested in: [0003] 1. The area of ​​the roof truss is large, and the vertical reaction force of the support is huge. For example, the area of ​​the ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/58E04B1/36
Inventor 王立长王国雷龚景海曲鑫蕃纪大海李东方刘楠
Owner 大连市建筑设计研究院有限公司