Rigid connection node of wood frame structure

A technology of rigid connection and wooden frame, which is applied in the direction of building construction and construction, can solve the problems of difficult to realize the effective transmission of bending moments of beam-column joints, insufficient bending bearing capacity and rotational stiffness, and avoid pin-slot pressure Destruction and splitting failure, good rotational rigidity, effect of improving bonding force

Inactive Publication Date: 2019-01-18
TONGJI UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Therefore, the flexural bearing capacity and rotational stiffness of this connection joint are insufficient, and it is difficult to realize the effective transmission of bending moment of the beam-to-column joint.

Method used

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  • Rigid connection node of wood frame structure
  • Rigid connection node of wood frame structure
  • Rigid connection node of wood frame structure

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Embodiment Construction

[0030] The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments. This embodiment is implemented on the premise of the technical solution of the present invention, and detailed implementation and specific operation process are provided, but the protection scope of the present invention is not limited to the following embodiments.

[0031] A rigid connection node of a timber frame structure such as Figure 1 ~ Figure 4 shown, including:

[0032] The beam member 1 and the column member 2 are wooden beams and wooden columns respectively;

[0033] Also includes:

[0034] The beam end steel sleeve 3 is sleeved on the beam member 1 at the junction of the beam member 1 and the column member 2;

[0035] The column top steel sleeve 4 is sleeved on the column member 2 at the junction of the beam member 1 and the column member 2, and is fixedly connected with the beam end steel sleeve 3.

[0036] The steel sleeve 3 ...

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PUM

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Abstract

The invention relates to a rigid connection node of a wood frame structure. The rigid connection node comprises a beam member and a column member which are respectively a wooden beam and a wooden column; the rigid connection node further comprises a beam end steel sleeve and a column top steel sleeve, wherein the beam end steel sleeve is arranged on a part, positioned at a joint between the beam member and the column member, of the beam member in a sleeving manner; the column top steel sleeve is arranged on a part, positioned at a joint between the beam member and the column member, of the column member in a sleeving manner; the column top steel sleeve is fixedly connected with the beam end steel sleeve . Compared with technology of the prior art, the rigid connection node is advantageousin that steel sleeves are respectively arranged on a beam end and a column top, the rigid connection node is different from a normal wood structure pin connection node, friction type connection between high-strength screw bolts can be realized via the steel sleeves, pin grooves of wood material can be prevented from pressure bearing damage and splitting damage, the node is enabled to be sufficientin rotation stiffness and good in bending resistance, and requirements for rigid connection of beam and column nodes can be met.

Description

technical field [0001] The invention relates to a wood frame construction technology, in particular to a rigid connection node of a wood frame structure. Background technique [0002] Modern wooden structure is an important way to realize green low-carbon and construction industrialization. [0003] The main connection methods of modern wood structures are bolt connection, nail connection, etc., which are combined with metal connectors through fasteners such as pins and bolts. However, for ordinary pin-bolt joints, the decisive factor is the pin-slot compressive strength of the wood. Regardless of whether it is log or glued wood, the bearing strength of the pin groove is low; and the cross-sectional size of the wood member is limited, and the minimum distance between the bolts must meet the requirements. Therefore, the flexural bearing capacity and rotational stiffness of this connection joint are insufficient, and it is difficult to realize the effective transmission of b...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/26E04B1/58
CPCE04B1/2604E04B1/2608E04B2001/2652E04B2001/2676
Inventor 熊海贝王治方
Owner TONGJI UNIV
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