Wood structure node device with anti-seismic and self-resetting functions
By designing a node device for wooden structures including springs, spring outer sleeves, steel enclosure support and anchor fixed support, the problem of weak seismic resistance of wooden structure buildings in earthquakes is solved, and the self-resetting and seismic resistance of nodes are improved.
Patent Information
- Application Number
- CN202421630000.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-11
- Publication Date
- 2025-06-03
- Estimated Expiration
- 2034-07-11
AI Technical Summary
The existing wooden structures have weak seismic resistance during earthquakes and are prone to damage, and have weak rigidity, bearing capacity, ductility and energy consumption capabilities.
A node device for wooden structures including a spring, a spring outer sleeve, a steel enclosure support and an anchor fixed support is designed. The spring and steel enclosure support provide a restoration force. The spring outer sleeve acts as a press rod to limit excessive retraction and deformation of the node, forming an equilateral triangle structure to improve the deformation stiffness and energy consumption capacity of the node.
This node device has self-resetting ability during earthquakes, improves deformation stiffness and energy consumption capabilities, and gives it good active seismic resistance, and is suitable for new and old wooden structure buildings.
Smart Images

Figure CN222936187U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to a node device for a wooden structure with an earthquake-resistant self-resetting function. Background Art
[0002] In the prior art, the stiffness, bearing capacity, ductility and energy dissipation capacity of wooden structure buildings are weak, and the earthquake resistance effect is weak. Some old wooden structure buildings with important functions, excellent historical wooden structure buildings and newly built wooden structure buildings with special requirements are easily damaged in earthquakes.
[0003] Therefore, a node device for a wooden structure with an earthquake-resistant self-resetting function is urgently needed to be proposed. Summary of the Utility Model
[0004] To solve the defects existing in the prior art, the utility model provides a node device for a wooden structure with an earthquake-resistant self-resetting function.
[0005] To solve the above technical problems, the utility model provides the following technical solutions:
[0006] The utility model provides a node device for a wooden structure with an earthquake-resistant self-resetting function, which includes a spring, a spring outer sleeve, a steel jacket support and an anchor fixed support. The steel jacket support is sleeved on a wooden cross beam and a wooden column which are arranged orthogonally to each other. The anchor fixed support is installed on the steel jacket support. A spring is respectively arranged between any two adjacent and mutually orthogonal wooden cross beams and between the wooden column which is also mutually orthogonal to the two wooden cross beams. The two ends of the three springs in the length direction are respectively installed on the anchor fixed supports distributed orthogonally and form an equilateral triangle structure. The spring outer sleeve includes a first sleeve body and a second sleeve body. The first sleeve body and the second sleeve body are sleeved on the same spring, and any one end of the two in the length direction is respectively installed on the anchor fixed supports distributed orthogonally. The free ends of the first sleeve body and the second sleeve body are provided with limit plates.
[0007] Preferably, the steel jacket support is in an O shape or a mouth shape.
[0008] Preferably, the anchor fixed support includes a fixed end plate. The fixed end plate is installed on the steel jacket support. The plate surface of the fixed end plate is perpendicular to the axis of the steel jacket support. At least one installation through hole is opened on the fixed end plate.
[0009] Preferably, wire grooves are arranged at both ends of the spring in the length direction, and both ends of the spring in the length direction pass through the installation through holes and are installed on the fixed end plate through fastening nuts.
[0010] Preferably, the length dimensions of the first sleeve body and the second sleeve body are 1 / 2 of the static length dimension of the spring.
[0011] Compared with the prior art, the utility model has the following beneficial effects:
[0012] In the utility model, the spring and the steel jacket support can provide a restoring force, enabling the joint to have the ability of self-resetting during the deformation process in an earthquake. At the same time, after returning to the normal state, the spring outer sleeve of the spring also acts as a compression bar to limit the excessive retraction deformation of the joint, thereby improving the deformation stiffness and energy dissipation capacity of the joint and endowing the joint with a good active seismic resistance function. The utility model can be applied to new and old steel structure system buildings, and is very suitable for the characteristics of a large range of mortise and tenon joints in wooden structures. It has important engineering significance and practical application value especially for important wooden structure buildings and excellent historical buildings, etc. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 is a schematic structural diagram of a joint device for a wooden structure with seismic self-resetting function of the utility model;
[0014] Figure 2 is a schematic structural diagram of the spring and the spring outer sleeve in a joint device for a wooden structure with seismic self-resetting function of the utility model;
[0015] Figure 3 is a schematic structural diagram of the steel jacket support and the anchor fixed support in a joint device for a wooden structure with seismic self-resetting function of the utility model;
[0016] Figure 4 is a schematic structural diagram of the steel jacket support in a joint device for a wooden structure with seismic self-resetting function of the utility model. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0017] The following is a description of the preferred embodiments of the utility model with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are only for the purpose of illustrating and explaining the utility model, and are not intended to limit the utility model.
[0018] In the description of the utility model, it should be understood that the orientation or positional relationship indicated by terms such as "left" and "right" is based on the orientation or positional relationship shown in the drawings of the specification Figure 1 shown, which is only for the convenience of describing the utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the utility model.
[0019] In the description of the present utility model, it should be noted that unless otherwise clearly specified and defined, the terms "installation", "connection", and "coupling" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a direct connection or an indirect connection through an intermediate medium. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.
[0020] As Figures 1 to 4 shown, this embodiment provides a joint device for a wooden structure with seismic self-resetting function, including a spring 1, a spring outer sleeve 2, a steel jacket support 3, and an anchor fixed support 4. The steel jacket support 3 is in an O shape or a square shape. In this embodiment, in order to match the shapes of the wooden cross beam and the wooden column, the steel jacket support is selected to be in an O shape. The steel jacket support 3 is sleeved on the mutually orthogonal wooden cross beam and wooden column.
[0021] As Figure 3 and Figure 4 shown, the anchor fixed support 4 includes a fixed end plate 41. The fixed end plate 41 is installed on the steel jacket support 3. The plate surface of the fixed end plate 41 is perpendicular to the axis of the steel jacket support 3. Two installation through holes are provided on the fixed end plate 41.
[0022] As Figure 1 and Figure 2 shown, wire grooves are provided at both ends of the spring 1 in the length direction. Both ends of the spring 1 in the length direction pass through the installation through holes and are installed on the fixed end plate 41 through fastening nuts. One spring 1 is respectively provided between any two adjacent and mutually orthogonal wooden cross beams and between the wooden column that is also mutually orthogonal to the two wooden cross beams. Both ends of the three springs 1 in the length direction are respectively installed on the anchor fixed supports 4 distributed orthogonally and form an equilateral triangle structure.
[0023] In addition, the spring outer sleeve 2 includes a first sleeve body 21 and a second sleeve body 22. The first sleeve body 21 and the second sleeve body 22 are sleeved on the same spring, and any one end of the two in the length direction is respectively installed on the fixed end plate 41 distributed orthogonally. Limit plates 23 are provided at the free ends of the first sleeve body 21 and the second sleeve body 22. The length dimensions of the first sleeve body 21 and the second sleeve body 22 are 1 / 2 of the static length dimension of the spring 1.
[0024] The working principle of this embodiment is further described as follows: First, fix the anchor fixed support in accordance with the design requirements and adjust the direction, and weld it in advance on the O-shaped or square-shaped steel jacket support. Then, fix the two O-shaped steel jacket supports on the wooden cross beam and the wooden column arranged orthogonally to each other respectively. Next, fix both ends of the spring in the length direction on the anchor fixed support through steel pins and fastening nuts, so that there is a spring 1 between any two adjacent and mutually orthogonal wooden cross beams and between the wooden column that is also mutually orthogonal to the two wooden cross beams. Both ends of the three springs 1 in the length direction are installed on the anchor fixed supports 4 distributed orthogonally and form an equilateral triangle structure. Finally, sleeved the spring outer sleeve on the spring and fix one end of its length direction on the anchor fixed support through steel pins and fastening nuts.
[0025] In the deformation process of this embodiment during an earthquake, when the node changes from a right angle to an obtuse angle, the spring is stretched and begins to provide a restoring tensile force; when the node changes from a right angle to an acute angle, the spring outer sleeve is compressed and begins to become a compression bar to provide a supporting pressure. At the same time, since there is a spring between any two adjacent and mutually orthogonal wooden cross beams and between the wooden column that is also mutually orthogonal to the two wooden cross beams, the equilateral triangle structure formed by the three springs is more stable, making the node have a good active earthquake resistance function. The restoring tensile force and the supporting pressure can be calculated as design parameters through the material strength and the cross-sectional area of the component.
[0026] According to the design requirements, different nodes can be arranged in multiple places, which can further improve the overall active earthquake resistance ability of the wooden structure.
[0027] Finally, it should be noted that the above are only the preferred embodiments of the present invention and are not used to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements for some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.
Claims
1. A node device for a wooden structure with an anti-seismic self-resetting function, characterized in that: The invention comprises a spring (1), a spring outer sleeve (2), a steel sleeve support (3) and an anchor support (4), wherein the steel sleeve support (3) is sleeved on wooden beams and wooden columns arranged orthogonally to each other, and the anchor support (4) is installed on the steel sleeve support (3). A spring (1) is respectively arranged between any two adjacent and mutually orthogonal wooden beams and wooden columns mutually orthogonal to the two wooden beams, and the ends of the three springs (1) in the length direction are respectively installed on the anchor support (4) arranged orthogonally to form an equilateral triangle structure, and the spring outer sleeve (2) comprises a first sleeve body (21) and a second sleeve body (22), wherein the first sleeve body (21) and the second sleeve body (22) are sleeved on the same spring and any ends of the first sleeve body (21) and the second sleeve body (22) in the length direction are respectively installed on the anchor support (4) arranged orthogonally to each other, and the free ends of the first sleeve body (21) and the second sleeve body (22) are provided with a limit plate (23).
2. The node device for wooden structure with earthquake-resistant self-resetting function according to claim 1 is characterized in that: The steel sleeve support (3) is O-shaped or square-shaped.
3. The node device for wooden structure with earthquake-resistant self-resetting function according to claim 1, characterized in that: The anchor fixing support (4) comprises a fixed end plate (41), the fixed end plate (41) being mounted on the steel sleeve support (3), the plate surface of the fixed end plate (41) being perpendicular to the axis of the steel sleeve support (3), and at least one mounting through hole being formed on the fixed end plate (41).
4. The node device for wooden structure with earthquake-resistant self-resetting function according to claim 3 is characterized in that: The two ends of the spring (1) in the length direction are provided with notched threads, and the two ends of the spring (1) in the length direction are inserted into the mounting through holes and mounted on the fixed end plate (41) through fastening nuts.
5. The node device for wooden structure with earthquake-resistant self-resetting function according to claim 1, characterized in that: The length dimensions of the first sleeve body (21) and the second sleeve body (22) are 1 / 2 of the static length dimension of the spring (1).