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Axial tension and compression composite force type prefabricated wood strut

A technology of prefabricated wood and wooden bracing, applied in the direction of construction and building structure, can solve the problems of low efficiency and complicated structure, and achieve the effect of high prefabrication, clear force, and easy structural design check.

Inactive Publication Date: 2019-11-12
NANJING UNIV OF TECH
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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 overcome the disadvantages of the existing connection structures, such as the cumbersome structure and low efficiency of the wooden structure nodes in the tension-compression compound stress, and to provide an axial tension-compression compound stress type prefabricated wooden strut, which has the Strong tensile and compressive capacity, beautiful and reliable joints, high degree of prefabrication, etc., the present invention adopts steel end plate transition through tie rods to resist tension and wood, and the force is clear, which is convenient for structural design checking and calculation

Method used

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  • Axial tension and compression composite force type prefabricated wood strut
  • Axial tension and compression composite force type prefabricated wood strut
  • Axial tension and compression composite force type prefabricated wood strut

Examples

Experimental program
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Effect test

Embodiment 1

[0027] Embodiment 1: as figure 1 and 2 As shown, a prefabricated wooden brace with axial tension and compression composite force includes a steel end plate 1, a wooden brace 2, a tie rod 3, a nut 4 and a steel pin 5.

[0028] The outer side of the steel end plate 1 is welded with a connecting ear plate 1-1 for connecting the prefabricated wooden struts with other components, and a stiffening rib 1-4 is welded between the connecting ear plate 1-1 and the steel end plate 1-3 , the middle part of the other side is welded with a shear steel plate 1-2, and the steel end plate 1-3 is provided with screw holes up and down, and the wooden strut 2 is provided with a long circular hole at a corresponding position along the longitudinal direction. The pull rod 3 runs through the long hole, the end of the pull rod 3 passes through the pre-opened screw hole on the steel end plate 1, the end of the pull rod is provided with threads, and is fixed to the steel end plate by the fastening nut ...

Embodiment 2

[0031] Embodiment 2: as Figure 5 and 6 As shown, a prefabricated wooden brace with axial tension and compression composite force includes a steel end plate 1, a wooden brace 2, a pull rod 3, a nut 4 and a shear plate 6.

[0032] The outer side of the steel end plate 1 is welded with a connecting ear plate 1-1, which is used for connecting the prefabricated wooden strut with other components, and a stiffening rib 1-4 is welded between the connecting ear plate 1-1 and the steel end plate 1-3 , the middle part of the other side is welded with the shear plate 6, the shear plate hole is pre-opened at the corresponding position of the end of the wooden strut, the steel end plate 1-3 is provided with screw holes up and down, and the wooden strut 2 along the A long round hole is opened at the corresponding position in the longitudinal direction, and the tie rod 3 runs through the long hole. The fastening nut 4 is fixed with the steel end plate, and the above assembly process can be...

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Abstract

The invention discloses an axial tension and compression composite force type prefabricated wood strut. The axial tension and compression composite force type prefabricated wood strut comprises steelend plates, a wooden strut body, pull rods, nuts and steel pins; the steel end plates are installed at both ends of the wooden strut body; connecting lug plates used for connecting the prefabricated wood strut with other components are welded to the outer sides of the steel end plates, and shearing plates or shear-resistance steel plates resisting the shearing force applied to the end parts of thewood strut body are welded to the middle parts of the inner sides of the steel end plates; and long round holes are formed in the positions, corresponding to screw holes, of the strut in the longitudinal direction, the pull rods penetrate the long round holes, the end parts of the pull rods penetrate through pre-formed screw holes on the steel end plates, threads are arranged on the end parts ofthe pull rods, and the pull rods and the steel end plates are fixed through nuts. The axial tension and compression composite force type prefabricated wood strut is mainly used for solving the problemthat end part connecting joints and the strut have insufficient tensile strength and are prone to cracking when the wood strut is in tension state or compression state under different working conditions, and the assembly process can be completed at the factory, and has the advantages such as high compression resistance and high tensile strength, simple and reliable end part joint structure, and high degree of prefabrication.

Description

technical field [0001] The invention relates to the technical field of building structure engineering, in particular to a prefabricated wooden brace of an axial tension-compression composite force type. The pull rod inside the wooden brace mainly bears the axial tension of the wooden brace, and the wood itself bears the to pressure. Background technique [0002] Wood is a natural, environment-friendly material and is considered the preferred building material for "green buildings". Wood is beneficial and harmless to the environment in the process of generation, production, use and disposal. The application of wood to buildings can effectively reduce the comprehensive energy consumption of buildings and the negative impact of buildings on the environment, which is conducive to the construction of an environmentally friendly society in my country. [0003] With the gradual popularization of wooden structure buildings, the structural forms adopted are becoming more and more c...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/26
CPCE04B1/26E04B1/2604
Inventor 孙小鸾刘伟庆瞿以恒
Owner NANJING UNIV OF TECH
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