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Lateral reinforcing structure in whole lifting of plane steel truss and whole lifting method

A technology for overall lifting and strengthening of structures, applied in building construction, building material processing, construction, etc., can solve the problems of prone to torsional structure internal stress, deviation from hoisting position, poor lateral stability of large-span structures, etc. The effect of removing the corbel, ensuring the overall stability and ensuring the safety of hoisting

Inactive Publication Date: 2012-09-12
THE THIRD CONSTR ENG CO LTD OF CHINA CONSTR SECOND ENG BUREAU +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to provide a lateral reinforcement structure and an overall lifting method in the overall lifting of a plane steel truss, to solve the technical problems of poor lateral stability of a large-span structure, easy torsion, and internal stress of the structure before installation; and Solve the problem of how to ensure that the large-span structure does not rotate in the air and deviate from the hoisting position during the overall hoisting process

Method used

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  • Lateral reinforcing structure in whole lifting of plane steel truss and whole lifting method
  • Lateral reinforcing structure in whole lifting of plane steel truss and whole lifting method
  • Lateral reinforcing structure in whole lifting of plane steel truss and whole lifting method

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Embodiment Construction

[0048] Examples see Figure 1 to Figure 4 As shown, a lateral reinforcement structure in the overall lifting of a plane steel truss is characterized in that it includes an upper chord reinforcement device and a lower chord reinforcement device, both of which are connected as a whole through an oblique steel pipe 5,

[0049] The upper chord reinforcement device includes two inner beams 1, two outer beams 6, two lower beams 16, upper beam 7, lower beam 4, upper beam 3 and column 8, the inner beam 1 and the external beam 6 are arranged in parallel on the same horizontal plane, and the two are connected by the upper beam 7, and the two internal beams 1 are connected by the upper beam 3, and the lower beam 4 is arranged directly below the upper beam 3 , it is supported by a column 8 with the upper small beam 3, and the adjacent lower beams 4 are connected by two lower beams 16, and the outer ends of the lower beams 4 and the outer beams 6 are connected by braces 10 to form an upper...

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Abstract

The invention relates to a lateral reinforcing structure in whole lifting of a plane steel truss and a whole lifting method. The lateral reinforcing structure comprises an upper chord member reinforcing device and a lower chord member reinforcing device, wherein the upper chord member reinforcing device and the lower chord member reinforcing device are connected to form a whole body through an inclined steel pipe; the upper chord member reinforcing device comprises two inner through beams, two outer through beams, two lower through beams, an upper large cross beam, a lower cross beam, an upper small cross beam and a stand column; and the lower chord member reinforcing device is formed by an upper limiting beam, a lower limiting beam and a lateral limiting stand pipe. The lateral reinforcing structure adopts a specific structure form, a lower anchor point is arranged on an upper chord member of the steel truss of a plane structure, and an auxiliary lifting bracket tool is arranged at the position of an upper anchor point, so that a construction method of the whole lifting of the existing steel truss is optimized, and the construction quality and the safety of the whole installation of a large-span steel truss are effectively guaranteed. The lateral reinforcing structure in the whole lifting of the plane steel truss and the whole lifting method can be widely applied to the lifting construction of various large-span steel structures.

Description

technical field [0001] The invention relates to a hoisting method of a large-span steel truss and a temporary reinforcement structure adopted during the hoisting process, in particular to a hoisting method which is assembled on the ground and hoisted as a whole to the installation position and the temporary reinforcement adopted during the hoisting process structure. Background technique [0002] Chinese traditional ancient architecture has a pivotal position in the history of world architecture with its simple and solemn appearance and smooth and changeable curves. In the field of traditional ancient buildings in our country, most of them are wood structures, brick-wood structures or masonry structures. In the emerging field of antique architecture, due to the shortage of timber resources and the limitations of traditional craftsmanship, traditional ancient architectural structures can no longer meet the special requirements of large spans and large cantilevers in modern ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/24E04G21/14
Inventor 倪金华陈小茹杜卫华韩友强边继国吴刚李世龙罗琼英艾杰邹恩阳
Owner THE THIRD CONSTR ENG CO LTD OF CHINA CONSTR SECOND ENG BUREAU
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