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Wood structure assembly type self-tapping screw and bolt combined joint

A technology of self-tapping screws and combined joints, which is applied in the direction of building construction and construction, can solve the problems that it cannot be used in the three-dimensional frame of wooden columns, the appearance of components is greatly affected, and it is difficult to apply, so as to achieve simple and effective structure and uniform force , The effect of convenient construction

Pending Publication Date: 2021-07-27
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, in this utility model, the self-tapping screws are directly connected to the vertical wooden column and the horizontal connecting beam, which is subject to a large force and is prone to shear failure, and the self-tapping screws are located on the side of the component, which has a great impact on the appearance of the component
In addition, this joint is only applicable to planar wooden frame members, but not to three-dimensional frames where wooden columns need to be connected with beams in the out-of-plane direction (perpendicular to two transverse wooden beams), so it is difficult to apply in modern wooden structure systems

Method used

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  • Wood structure assembly type self-tapping screw and bolt combined joint
  • Wood structure assembly type self-tapping screw and bolt combined joint
  • Wood structure assembly type self-tapping screw and bolt combined joint

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0038] A wood structure assembled self-tapping screw and bolt combined beam-column joint, its structure is as follows Figure 1 to Figure 6 As shown, it includes a first wooden member 1 and a second wooden member 2 connected to each other, as well as metal connectors 3 , bolts 4 and self-tapping screws 5 for connecting the two members.

[0039] Weld the angle steel with the triangular steel plate to obtain the metal connector 3 , and drill bolt holes 31 and self-tapping screw holes 32 at the corresponding positions of the angle steel to obtain the metal connector 3 .

[0040] Bolt through holes are drilled at the corresponding positions of the node area on the second member 2 .

[0041] The second member 2 is connected to the metal connecting piece 3 through bolts 4, and the bolts 4 are used for shear resistance.

[0042] The first wooden member 1 is connected with the metal connecting piece 3 by self-tapping screws 5 , and the self-tapping screws 5 are inclined to the second...

Embodiment 2

[0045] A wood structure assembled self-tapping screw and bolt combined beam-column joint, its structure is as follows Figure 7 to Figure 11 As shown, it includes a first wooden member 1 connected to each other and a second member 2 composed of a concrete floor, as well as metal connectors 3, bolts 4 and self-tapping screws 5 for connecting the first wooden member 1 and the second member 2 .

[0046] Bolt holes are reserved at corresponding positions in the node area on the second member 2 .

[0047] Through bolts 4, the second member 2 is connected with the metal connector 3 for shear resistance.

[0048] The first wooden member 1 is connected to the metal connecting piece 3 by self-tapping screws 5, and the self-tapping screws 5 are obliquely driven into the second member 2 for bending and pulling resistance.

[0049] On two sides of the first wooden member 1 , metal connectors 3 , bolts 4 and self-tapping screws 5 are arranged symmetrically.

Embodiment 3

[0051] An assembled self-tapping screw and bolt joint of a wooden structure, including a first wooden member 1 and a second member 2 connected vertically to each other through two metal connectors 3, the first wooden member 1 and the second member 2 are both cuboids The glulam structure, the metal connector 3 is made of vertically welded triangular steel plates on both sides of the angle steel. There are two self-tapping screw holes 32, and the other surface perpendicular to the second member 2 is attached to the second member 2, and a bolt hole 31 is provided on this surface.

[0052] When assembling, the first wooden component 1 and the second component 2 are placed vertically, and the self-tapping screw 5 is obliquely passed through the self-tapping screw hole 32 on the metal connector 3 and driven into the first wooden component 1, and the self-tapping screw 5 faces the second The second member 2 is inclined, and the inclination angle is 45°, and the self-tapping screws 5 ...

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Abstract

The invention relates to a wood structure assembly type self-tapping screw and bolt combined joint. The wood structure assembly type self-tapping screw and bolt combined joint is characterized by comprising a first wood component (1), a second component (2), a metal connecting piece (3), a bolt (4) and a self-tapping screw (5), one face of the metal connecting piece (3) is connected with the second component (2) through the bolt (4), the other face of the metal connecting piece (3) is connected with the first wood component (1) through the self-tapping screw (5), and the first wood component (1) and the second component (2) are connected with each other through the metal connecting piece (3). Compared with the prior art, the wood component in the joint does not need slotting, steel filling plate adding and the like, the wood structure assembly type self-tapping screw and bolt combined joint has the advantages of being convenient to construct, simple, effective and the like, meanwhile, the self-tapping screw is obliquely driven in, pull-out damage is avoided to a certain extent, the bearing capacity is improved, joint damage is avoided, and the joint stability is improved.

Description

technical field [0001] The invention relates to the technical field of civil construction engineering, in particular to an assembly type self-tapping screw and bolt combined node of a wooden structure. Background technique [0002] Wood is a natural and very friendly material, and is considered to be the preferred building material for "green buildings", and modern wooden structures are a structural type of "energy saving, land saving, and ecological protection". The joint properties of wood structures directly affect the structural strength, service life and reliability. At the same time, wood has disadvantages such as low tensile strength, easy splitting, and strength changes with moisture content. important link. [0003] At present, steel splint connection, hidden steel plate connection or planting bar connection are mostly used for wood structure node connection, but there are many shortcomings in using the above node connection methods. For example, it is difficult t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/26E04B1/58
CPCE04B1/2604E04B1/5831E04B2001/2676E04B2001/2644E04B2001/2652
Inventor 宋晓滨郭宇唐践扬顾祥林张伟平
Owner TONGJI UNIV
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