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Reinforcing structure and method for through type timber frame typical joint

A technology for strengthening structures and wood frames, applied in building construction, building maintenance, construction, etc., can solve the problems of reduced rotational stiffness of key stressed components, affecting the structure, prone to pulling tenons, folding tenons, etc., so as to achieve less damage. , to avoid loose connection, easy to install and operate

Pending Publication Date: 2017-08-18
SICHUAN INSITITUTE OF BUILDING RES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to provide a reinforcement structure and method for the typical joints of the bucket-through wooden frame, so as to solve the phenomenon that tenons are easily pulled out and tenon-folded at the joints of the bucket-through wooden structure in the traditional technology, thereby causing the rotational stiffness of key stressed components Decrease, and then affect the overall stability of the structure, to achieve the purpose of improving the rotational stiffness at the joints, reducing the risk of excessive deformation of components, and improving structural safety

Method used

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  • Reinforcing structure and method for through type timber frame typical joint
  • Reinforcing structure and method for through type timber frame typical joint
  • Reinforcing structure and method for through type timber frame typical joint

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Experimental program
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Effect test

Embodiment 1

[0035] Such as Figure 1 to Figure 3The reinforcement structure shown for a typical joint of a bucket-through timber frame includes a column 1, a piercing 2 passing through the column 1, a first backing plate 3, a second backing plate 4, an elastic pad 5, and an angle steel 6. The first backing plate 3 is located on the left and right sides of the column body 1 above and below the piercing frame 2, and the left and right sides of the column body 1 are opposite to the vertical line between the two first backing plates 3 and parallel to the piercing frame 2 axes; the second backing plate 4 is located on the upper and lower sides of the piercing 2 on the left and right sides of the cylinder 1, and the upper and lower sides of the piercing 2 are opposite to the vertical line between the two second backing plates 4, parallel to Cylinder 1 axis; The outer surfaces of the first backing plate 3 and the second backing plate 4 are all provided with elastic pads 5, and angle steel 6 is a...

Embodiment 2

[0037] Such as Figure 4 The reinforcement method for the typical joints of the pierced wooden frame includes the following steps: (a) opening grooves on the two sides of the columns above and below the piercing; (b) setting the first pad in the groove plate; the second backing plate is arranged on the upper and lower sides of the piercing near the end of the column; so that the first backing plate is parallel to the axis of the column, and the second backing plate is parallel to the axis of the piercing; (c) Elastic pads are arranged on the outer surfaces of the first backing plate and the second backing plate, and angle steel is arranged outside the elastic pads, so that the two planes of the angle steel are in contact with the elastic pads outside the first backing plate and the elastic pads outside the second backing plate respectively; (d) Fix the angle steel to the column; (e) connect the upper and lower side angle steels of the piercing frame through bolts. Through thi...

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Abstract

The invention discloses a reinforcing structure and method for a through type timber frame typical joint. The reinforcing structure comprises a column body and a penetrating purlin penetrating through the column body. First cushion plates are located on the left side and the right side, on the upper portion and the lower portion of the penetrating purlin, of the column body. The vertical line, relative to the two first cushion plates, between the left side and the right side of the column body is parallel to the axis of the penetrating purlin. Second cushion plates are located on the left side and the right side, on the upper portion and the lower portion of the column body, of the penetrating purlin. The vertical line, relative to the two second cushion plates, between the left side and the right side of the penetrating purlin is parallel to the axis of the column body. Elastic cushions are arranged on the outer surfaces of the first cushion plates and the second cushion plates correspondingly. Pieces of angle steel are arranged on the outer sides of the elastic cushions. The two planes of the pieces of the angle steel make contact with the elastic cushions outside the first cushion plates and the second cushion plates correspondingly, and the pieces of angle steel are fixedly connected with the column body, and the pieces of angle steel on the upper and lower sides of the penetrating purlin are fixedly connected through bolts. The reinforcing structure and method are used for solving the problem that the rotating rigidity of key force bearing members of a through type timber structure in the traditional technology declines, the rotating rigidity of the joint is improved, the risk of overlarge deformation of the members is reduced, and structure safety is improved.

Description

technical field [0001] The invention relates to the reinforcement field of a bucket-through structure, in particular to a reinforcement structure and a method for typical nodes of a bucket-through wooden frame. Background technique [0002] In the bucket-through structure, columns are connected in series with piercing beams to form a wooden frame, and the purlins are placed directly on the column heads, and along the direction of the purlins, the columns are connected in series with bucket beams to form a roof truss. The bucket-through structure, also known as the vertical stick structure, is one of the three major frame structures in ancient China. [0003] The traditional folk houses with bucket-through wooden structure are a large number of existing dwelling forms in Southwest my country. The columns and squares of the key stress-bearing components are connected by mortise and tenon. Tenon, tenon, bolt tenon, etc., different forms of joints have different rotational stiff...

Claims

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Application Information

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IPC IPC(8): E04G23/02
CPCE04G23/02E04G2023/0248
Inventor 高亮
Owner SICHUAN INSITITUTE OF BUILDING RES