Anti-seismic connection node of steel-wood composite structure
By designing the seismic connection nodes of the steel-wood hybrid structure with active connection, the problem of the connection nodes in the prior art being unable to adapt to external force changes and wooden pile size deviations is solved, and the stability of the structure and installation efficiency are improved.
Patent Information
- Application Number
- CN202421082418.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-17
- Publication Date
- 2024-12-31
- Estimated Expiration
- 2034-05-17
AI Technical Summary
The connecting nodes of some steel and wood mixed structures cannot achieve active connections, resulting in fragile structures and difficulty in adapting to changes in external forces. During the installation process, installation difficulties are caused by deviations in the size of the wooden piles, which increases adjustment costs and working hours.
A steel-wood hybrid structure seismic connection node is designed to achieve a moving connection through the interaction between the first frame and the second frame, and annular holes are set in the clamp to adapt to the dimension deviation of the vertical wood, and the fixing is ensured by the cooperation of bolts and nuts. stability.
It enhances the structure's ability to adapt to external force changes, reduces installation difficulties, saves adjustment costs and working hours, and improves the durability and stability of the connecting nodes.
Smart Images

Figure CN222275776U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of structures, in particular to an earthquake-resistant connection node of a steel-wood hybrid structure. Background Art
[0002] Steel-wood hybrid structure is a building structure technology that uses steel and wood to complement each other. Steel has the characteristics of high strength and good tensile properties, and is suitable for structures with large spans and heavy loads. It also has excellent corrosion resistance and plasticity. Wood is lightweight, environmentally friendly, easy to process, and has good shock absorption. It is often used in architectural design to provide a warm and natural feeling. Steel-wood hybrid structure makes full use of the advantages of both materials, combining the stability of steel structure and the warmth of wood structure, and can meet the needs of buildings in terms of mechanical properties, aesthetics, and environmental friendliness.
[0003] The seismic connection nodes of steel-wood hybrid structures usually include steel plate connectors, bolts and angle steels. Steel plate connectors fix wood and steel by welding and bolting to improve overall stability. Bolts tighten the connection materials through preload and bear shear and tension. Angle steels reinforce the nodes through connecting plates and bolts to provide additional support. These components effectively transmit and disperse structural loads, ensure connection stability and strength, and improve seismic resistance.
[0004] Some connection nodes of steel-wood hybrid structures cannot be connected at active locations, which may cause the structure to become fragile and weaken its ability to adapt to changes in external forces, thus affecting durability and stability. In addition, during the installation process, some structures cannot adapt to deviated wooden piles, which may lead to installation difficulties and increase adjustment costs and man-hours. Therefore, a seismic connection node of a steel-wood hybrid structure is proposed to solve the above problems. Utility Model Content
[0005] In order to make up for the above deficiencies, the utility model provides a seismic-resistant connection node of a steel-wood hybrid structure, aiming to improve the connection nodes of some steel-wood hybrid structures in the prior art, which limit the movable connection and may weaken the ability to adapt to changes in external forces. At the same time, during the installation process, they cannot adapt to deviated wooden piles, which may cause installation difficulties and increase adjustment costs and working hours.
[0006] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a steel-wood hybrid structure seismic connection node, including a first frame, a clamping block is arranged on the front and rear sides of the left part of the first frame, a plurality of annular holes are opened at equal intervals on the right part of the clamping block, the right part of the clamping block is fixedly connected to the left part of the first frame by a second bolt, a first screw rod passes through the right side of the front part of the first frame, a first nut is threadedly connected at both ends of the first screw rod, a second screw rod passes through the right side of the upper part of the first frame, a second nut is threadedly connected at both ends of the second screw rod, the first screw rod and the second screw rod are clamped and connected to the second frame, a square groove is opened on the left part of the second frame, and a cross block is fixedly connected to the middle side of the right part of the second frame;
[0007] As a further description of the above technical solution: a vertical wood is clamped and connected between the clamping blocks, and the front and rear sides of the vertical wood are equidistantly threadedly connected with a first bolt;
[0008] As a further description of the above technical solution: the upper and lower parts of the clamping block are fixedly connected to the limiting block;
[0009] As a further description of the above technical solution: first triangular blocks are fixedly connected to the upper and lower sides of the right part of the first frame at equal distances;
[0010] As a further description of the above technical solution: the left part of the second frame is equidistantly and fixedly connected with a second triangular block;
[0011] As a further description of the above technical solution: the cross block is clamped and connected to the crossbar, and the left part of the crossbar is equidistantly threadedly connected with a third bolt;
[0012] As a further description of the above technical solution: the left part of the limit block is close to the vertical wood;
[0013] As a further description of the above technical solution: the first screw rod and the second screw rod are close to the square groove.
[0014] The utility model has the following beneficial effects:
[0015] 1. In the utility model, through the interaction between the first frame and the second frame and other components, the connection node is improved to be movable, so that the first screw and the second screw are indirectly crossed inside the first frame. At the same time, a square groove is opened on the left side of the second frame, and is engaged with the first screw and the second screw, leaving a certain space for the second frame to move. The movable connection can be achieved, and the ability of the structure to adapt to changes in external forces is enhanced. The connection node can freely perform a small displacement and rotation to adapt to different external forces on the structure, which helps to reduce the stress concentration of the structure and improve the durability and stability of the entire structure.
[0016] 2. In the utility model, the clamp block is provided with an annular hole through the cooperation of the clamp block and other structures; when there is a deviation in the size of the vertical wood, the second bolt is used to adjust the displacement in the annular hole to ensure the stable fixation of the clamp block. At the same time, the vertical wood is fixed by the first bolt, which can adapt to the deviation of the size of the vertical wood and ensure the fixing stability of the clamp block. Even if there is a deviation in the wood pile, it can still be effectively installed, reducing the difficulty of installation, saving adjustment costs and working hours, and ensuring the stability and safety of the final connection node. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 This is the overall structural diagram of the seismic connection node of the steel-wood hybrid structure proposed in the utility model;
[0018] Figure 2 This is a rear view of the seismic connection node of the steel-wood hybrid structure proposed by the utility model;
[0019] Figure 3 This is the front overall split diagram of the seismic connection node of the steel-wood hybrid structure proposed in the utility model;
[0020] Figure 4 This is the left overall split diagram of the seismic connection node of the steel-wood hybrid structure proposed in the utility model.
[0021] Legend:
[0022] 1. The first frame; 2. The second frame; 3. The first triangular block; 4. The vertical wood; 5. The horizontal wood; 6. The first bolt; 7. The first nut; 8. The first screw rod; 9. The clamping block; 10. The limit block; 11. The second screw rod; 12. The second nut; 13. The cross block; 14. The second bolt; 15. The second triangular block; 16. The annular hole; 17. The square groove; 18. The third bolt. DETAILED DESCRIPTION
[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0024] Reference Figure 1-Figure 4The utility model provides an embodiment of a steel-wood hybrid structure seismic connection node: a steel-wood hybrid structure seismic connection node, comprising a first frame 1, a clamping block 9 is arranged on the front and rear sides of the left part of the first frame 1, a plurality of annular holes 16 are equidistantly opened on the right part of the clamping block 9, the right part of the clamping block 9 is fixedly connected to the left part of the first frame 1 by a second bolt 14, a first screw rod 8 is passed through the right side of the front part of the first frame 1, and the first nuts 7 are threadedly connected at both ends of the first screw rod 8, a second screw rod 11 is passed through the right side of the upper part of the first frame 1, and the second screw rod 11 is threadedly connected at both ends The second nut 12, the first screw 8 and the second screw 11 are engaged and connected to the second frame 2, the left portion of the second frame 2 is provided with a square groove 17, the middle side of the right portion of the second frame 2 is fixedly connected with a cross block 13, the vertical wood 4 is engaged and connected between the clamping blocks 9, the front and rear sides of the vertical wood 4 are equidistantly threadedly connected with the first bolt 6, the upper and lower sides of the right portion of the first frame 1 are equidistantly fixedly connected with the first triangular block 3, the left portion of the second frame 2 is equidistantly fixedly connected with the second triangular block 15, the cross block 13 is engaged and connected with the cross wood 5, and the left portion of the cross wood 5 is equidistantly threadedly connected with the third bolt 18.
[0025] A clamping block 9 is provided on the left side of the first frame 1, and an annular hole 16 is provided on the right side of the clamping block 9. The clamping blocks 9 are fixed to the first frame 1 by second bolts 14. Vertical woods 4 are fixed between the clamping blocks 9, and the vertical woods 4 are connected by first bolts 6. When there is a deviation in the size of the vertical woods 4, the second bolts 14 are used to adjust the displacement in the annular hole 16 to ensure that the clamping block 9 firmly fixes the vertical woods 4. The front part of the first frame 1 is connected to a first screw rod 8, and first nuts 7 are provided at both ends of the first screw rod 8. A second screw rod 11 is provided on the upper part of the first frame 1, and second nuts 12 are provided at both ends of the second screw rod 11. The first screw rod 8 and the second screw rod 11 are connected to the second frame 2, and a square groove 17 is opened on the left portion of the second frame 2. The square groove 17 is opened on the left portion of the second frame 2 and is engaged with the first screw rod 8 and the second screw rod 11, leaving a certain space for the second frame 2 to move. A cross block 13 is fixedly connected to the middle side of the right portion of the second frame 2, and the cross block 13 is engaged with the crossbar 5. The left portion of the crossbar 5 is connected to the third bolt 18. The right portion of the first frame 1 is connected to the first triangular block 3, and the left portion of the second frame 2 is connected to the second triangular block 15, which are used to provide stability for the first triangular block 3 and the second triangular block 15.
[0026] Working principle: a clamping block 9 is arranged on the left part of the first frame 1, and an annular hole 16 is opened on the right part of the clamping block 9. The clamping blocks 9 are fixed to the first frame 1 by second bolts 14. Vertical woods 4 are fixed between the clamping blocks 9, and the vertical woods 4 are connected by first bolts 6. When there is a deviation in the size of the vertical woods 4, the second bolts 14 are used to adjust the displacement in the annular hole 16 to ensure that the clamping block 9 firmly fixes the vertical woods 4, thereby reducing the difficulty of installation, saving adjustment costs and working hours. The front part of the first frame 1 is connected to the first screw rod 8, and the first nuts 7 are arranged at both ends of the first screw rod 8. The upper part of the first frame 1 is provided with a second screw rod 11, and the second nuts 12 are arranged at both ends of the second screw rod 11. The first screw rod 8 is connected to the second screw rod 11. The second frame 2, a square groove 17 is opened on the left portion of the second frame 2, and a square groove 17 is opened on the left portion of the second frame 2, and is engaged with the first screw 8 and the second screw 11, leaving a certain space for the second frame 2 to move, and can freely perform slight displacement and rotation to adapt to different external forces exerted on the structure, which helps to reduce the stress concentration of the structure and improve the durability and stability of the entire structure. A cross block 13 is fixedly connected to the middle side of the right portion of the second frame 2, and the cross block 13 is engaged with the crossbar 5. The left portion of the crossbar 5 is connected with a third bolt 18, the right portion of the first frame 1 is connected to the first triangular block 3, and the left portion of the second frame 2 is connected to the second triangular block 15, which is used to provide stability for the first triangular block 3 and the second triangular block 15.
[0027] Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. A steel-wood hybrid structure seismic connection node, comprising a first frame (1), characterized in that: A clamping block (9) is arranged at the front and rear sides of the left part of the first frame (1); a plurality of annular holes (16) are equidistantly provided on the right part of the clamping block (9); the right part of the clamping block (9) is fixedly connected to the left part of the first frame (1) by a second bolt (14); a first screw rod (8) passes through the right side of the front part of the first frame (1); both ends of the first screw rod (8) are threadedly connected to a first nut (7); a second screw rod (11) passes through the right side of the upper part of the first frame (1); both ends of the second screw rod (11) are threadedly connected to a second nut (12); the first screw rod (8) and the second screw rod (11) are snap-fitted and connected to a second frame (2); a square groove (17) is provided on the left part of the second frame (2); a cross block (13) is fixedly connected to the middle side of the right part of the second frame (2).
2. The steel-wood hybrid structure seismic connection node according to claim 1, characterized in that: The clamping blocks (9) are clamped and connected with vertical wood (4), and the front and rear sides of the vertical wood (4) are equidistantly threadedly connected with first bolts (6).
3. The steel-wood hybrid structure seismic connection node according to claim 1, characterized in that: The upper and lower parts of the clamping block (9) are fixedly connected to the limiting block (10).
4. The steel-wood hybrid structure seismic connection node according to claim 1, characterized in that: The first triangular blocks (3) are fixedly connected to the upper and lower sides of the right part of the first frame (1) at equal distances.
5. The steel-wood hybrid structure seismic connection node according to claim 1, characterized in that: The left portion of the second frame (2) is fixedly connected with second triangular blocks (15) at equal intervals.
6. The steel-wood hybrid structure seismic connection node according to claim 1, characterized in that: The cross block (13) is snap-connected to the crossbar (5), and the left portion of the crossbar (5) is equidistantly threadedly connected with a third bolt (18).
7. The steel-wood hybrid structure seismic connection node according to claim 3, characterized in that: The left part of the limit block (10) is close to the vertical wood (4).
8. The steel-wood hybrid structure seismic connection node according to claim 1, characterized in that: The first screw rod (8), the second screw rod (11) and the square groove (17) are close to each other.
