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Staggered lap-joint structure and method for full framing

It is a technology of full house support and frame, which is used in the erection/assembly of bridges, bridges, buildings, etc. It can solve problems such as high engineering solid structures, and achieve the effect of improving safety factor, enhancing bearing capacity and saving construction costs.

Active Publication Date: 2017-12-15
CHINA RAILWAY NO 5 ENG GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is: to provide a structure and method for misalignment of the full house bracket, so as to enhance the strength, rigidity and stability of the bracket support system, and solve the problem of Problems in the construction of taller engineering entity structures with full support

Method used

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  • Staggered lap-joint structure and method for full framing
  • Staggered lap-joint structure and method for full framing
  • Staggered lap-joint structure and method for full framing

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Embodiment Construction

[0032] Below in conjunction with accompanying drawing and specific embodiment the invention is further introduced:

[0033] refer to Figure 1 to Figure 6 As shown, the embodiment of the present invention is a misplaced nesting structure of a full hall support. The full hall support includes a plurality of parallel vertical rods 3 and a plurality of mutually parallel horizontal rods 5, and each vertical rod 3 is perpendicular to each horizontal rod 5. , each vertical bar 3 and each horizontal bar 5 are provided with fasteners for connection and fixation, wherein two adjacent vertical bars 3 and horizontal bars 5 form a rectangular frame unit, and two adjacent vertical bars 3 The opposite corners are connected with vertical slanting bars 7 by fasteners.

[0034] A dislocation vertical rod 4 is arranged at the center of each rectangular frame unit composed of a vertical rod 3 and a horizontal rod 5, and adjacent dislocation vertical rods 4 are connected by a dislocation horizon...

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Abstract

The invention discloses a staggered lap-joint structure and method for a full framing. The full framing comprises a plurality of parallel vertical rods and a plurality of parallel horizontal rods. Each vertical rod is perpendicular to each horizontal rod. The junction of each vertical rod and each horizontal rod is provided with a fastener for connecting and fixing. Every two adjacent vertical rods and every two adjacent horizontal rods form a rectangular frame body unit. A staggered vertical rod is arranged at the central position of each rectangular frame body unit formed by the vertical rods and the horizontal rods. Every two staggered vertical rods are connected by corresponding staggered horizontal rods, and thus a staggered rectangular frame body unit is formed. The junction of each staggered vertical rod and each staggered horizontal rod is provided with a fastener for connecting and fixing. The top end face of the full framing is provided with horizontal scissor struts which connect the rectangular frame body units and the staggered rectangular frame body units into an integrated supporting system. By applying the staggered lap-joint structure and method for the full framing, the strength, rigidity and stability of the supporting system of the framing can be effectively enhanced, and the problem of high engineering entity structure by adopting the full framing for construction is solved.

Description

technical field [0001] The invention relates to a structure and method for misalignment of a full hall support, and belongs to the technical field of full hall supports. Background technique [0002] The in-situ erection of the full hall bracket is a bracket system with fixed standard horizontal and vertical spacing based on the existing specifications of the bracket rods. In the case of a high solid structure of the cast-in-place project of the support, it is difficult and costly to erect the support frame structure foundation in situ with the support in the whole hall; the strength, stiffness and stability of the support system within a certain range cannot meet the design and construction requirements, and it is easy Cause the force failure, deformation and instability of the support system and the collapse of the support system. [0003] The patent with the application number CN201220341165.1 discloses a high-stability fastener-type full hall bracket, which adopts a she...

Claims

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Application Information

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IPC IPC(8): E01D21/00
CPCE01D21/00
Inventor 王镜策廖勇黄万龙杨英青曾作良徐彬戴维
Owner CHINA RAILWAY NO 5 ENG GRP
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