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Bamboo laminated wood frame structure beam-column joint

A technology of beam-column joints and frame structures, which is applied to truss structures, columns, girders, etc., can solve the problems of inability to resist bending moments and horizontal loads, inconvenient building use, and inability to form open building spaces, so as to achieve saving The effect of bamboo, open building space and convenient processing

Pending Publication Date: 2021-12-14
CENTRAL SOUTH UNIVERSITY OF FORESTRY AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Beam-column joints of wood frame structures are generally connected by steel pins and bolts, which are hinged connections and cannot resist bending moments and horizontal loads. Usually, a separate structure to resist horizontal loads is required, such as using wood shear walls or wood supports. The wall is covered with wooden boards on the surface of the wooden keel and connected with nails to form a wooden wall. Wooden shear walls or wooden supports separate the building space and cannot form an open building space, which is inconvenient for the use of the building.

Method used

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  • Bamboo laminated wood frame structure beam-column joint
  • Bamboo laminated wood frame structure beam-column joint
  • Bamboo laminated wood frame structure beam-column joint

Examples

Experimental program
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Embodiment 1

[0021] Embodiment one, as figure 1 , figure 2 As shown, the bamboo glulam frame structure beam-column node disclosed in this embodiment includes double-leg columns 1 and horizontal beams 2, and one end of the horizontal beam 2 is clamped between the two-leg columns 1 and arranged in a square matrix. The high-strength bolt and nut components are connected and fixed.

[0022] This beam-column joint cannot bear horizontal loads and needs to be used in conjunction with shear walls or supports. However, this joint has a simple structure, convenient construction, beautiful joints, and takes up less indoor space. It is suitable for frame structures with shear walls or supports.

Embodiment 2

[0023] Embodiment two, such as image 3 , Figure 4 As shown, in this embodiment, a diagonal brace 3 is added between the double-leg column 1 and the horizontal beam 2 on the basis of the first embodiment.

[0024] The lower part of the brace 3 is clamped in the two-leg columns 1, and is connected and fixed with the two-leg columns 1 by bolts and nuts arranged in a square matrix. The top surface of the upper part of the diagonal brace 3 is supported on the bottom surface of the horizontal beam 2, and steel splints 4 are set on both sides to clamp the two sides of the horizontal beam 2. Arranged bolt and nut assemblies are connected and fixed.

[0025] The angle between the diagonal brace 3 and the double-leg column 1 is small, and the structure of this node can bear the horizontal load, but the existence of the diagonal brace at this node may cause the node to be unsightly or affect the usable space. It can be selected according to the actual situation.

Embodiment 3

[0026] Embodiment three, such as Figure 5 As shown, the difference between this embodiment and the second embodiment is that the angle between the diagonal brace 3 and the double-leg column 1 is relatively large, and the width of the diagonal brace 3 increases, so the bearing capacity is larger than that of the second embodiment, but the ductility is higher than that of the second embodiment. Second, the horizontal beam 2 is easy to be damaged by the tensile force of the transverse grain, and the diagonal brace 3 is generally not damaged due to its large cross-section. It is suitable for non-earthquake areas and is not suitable for buildings with relatively high ductility requirements in earthquake areas.

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Abstract

The invention discloses a bamboo laminated wood frame structure beam-column joint. The bamboo laminated wood frame structure beam-column joint comprises double-limb columns arranged in parallel and a horizontal beam clamped between the double-limb columns, the horizontal beam and the double-limb columns are connected and fixed through fasteners, and inclined struts made of a same material are connected between the lower side of the horizontal beam and the double-limb columns through fasteners. The bamboo laminated wood frame structure joint can resist lateral horizontal loads (wind, earthquakes and the like), special shear walls or supporting structures do not need to be arranged, the rigidity of the frame beam column joint is improved, the bending moment resisting capacity of the joint is improved through the structural measures that the joint is provided with the short inclined struts and the like, therefore, a frame structure can bear horizontal load, the building space is open, and use is convenient. The column is the double-limb column, so that bamboo materials can be saved, and processing is convenient; the beams and the inclined struts are clamped between the double-limb columns and are connected through bolts, so that the connection is convenient; the beam ends and the joints of the beams and the inclined struts are reinforced, bamboo cross grains are prevented from being pulled, and the bearing capacity is improved.

Description

technical field [0001] The invention belongs to the field of construction, in particular to a beam-column joint of a bamboo laminated wood frame structure. Background technique [0002] The area of ​​bamboo forest resources in my country ranks first in the world, but the utilization rate of bamboo is very low, and the resources have not been efficiently and rationally utilized. Raw bamboo that has not been further processed has poor anti-corrosion, fire-proof, and mildew-resistant properties, and its size is irregular. It is inconvenient to connect when used as a building component, and cannot be widely used in modern construction projects. Bamboo treated by modern processing technology overcomes the shortcomings of natural bamboo, such as bamboo glulam, which is made of natural bamboo through cutting, cutting, cooking, dipping, drying, carbonization, gluing, side pressing and other processes to make about 20mm ×3mm bamboo slices, and pressed into integrated bamboo boards, ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/26E04B1/58E04C3/36E04C3/12E04B1/98E04H9/02
CPCE04B1/2604E04B1/58E04C3/36E04C3/12E04B1/98E04H9/021E04B2001/2676
Inventor 陈伯望张仲凤刘帅王怀陈璇
Owner CENTRAL SOUTH UNIVERSITY OF FORESTRY AND TECHNOLOGY
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