A seismic buffer device for wooden beams in rural houses

Abstract

This utility model relates to the field of earthquake resistance in building engineering, and discloses an earthquake-resistant buffer device for wooden beams in rural houses. It includes a metal damping plate, a circular fixing ring assembly at the upper part of the metal damping plate, and a triangular steel support assembly at the lower part of the metal damping plate. The metal damping plate is made of three sets of low-carbon steel spliced ​​together, with each set of low-carbon steel having an internal hollowed-out diameter variation treatment, and the thickness narrowing at the center of the hollowed-out interface. This earthquake-resistant buffer device for wooden beams in rural houses, by incorporating the metal damping plate, consists of three main parts and employs the advanced low-carbon steel yield deformation energy dissipation principle. It utilizes the circular fixing ring assembly and the triangular steel support assembly to reliably connect the wooden beams to the concrete structural columns of the wall, forming an earthquake-resistant buffer connection. This effectively avoids damage to the wooden beam connection of rural houses caused by seismic forces, reduces losses caused by disasters, and solves the problem of the lack of corresponding simple and easy-to-use damping buffer devices for the earthquake-resistant reinforcement and renovation of rural houses.

Description

Technical Field

[0001] This utility model relates to the field of earthquake-resistant technology in building engineering, specifically to an earthquake-resistant buffer device for wooden beams in rural houses. Background Technology

[0002] Dampers, widely used in engineering for vibration reduction, operate primarily on the principle of energy dissipation. When a structure is subjected to external excitation forces, the damper converts some of the mechanical energy into heat or other forms of energy through the deformation or flow of its internal materials, thereby reducing the amplitude and velocity of the structure's vibration and achieving vibration reduction. Dampers come in various types, but generally utilize the inherent properties of the materials or ingenious structural design to achieve effective energy dissipation. Dampers play a vital role in engineering applications. First, in building construction, dampers can significantly improve the seismic performance of structures and reduce earthquake damage. Second, in mechanical equipment, dampers can effectively reduce the impact of vibration on equipment accuracy and lifespan, improving operational stability and reliability. Furthermore, dampers are widely used in aerospace, transportation, and other fields, providing effective solutions for vibration control problems in various complex environments.

[0003] Currently, existing dampers in the construction field are mostly used in large concrete and steel structures. These devices are large, expensive, and require professional installation. However, in the seismic reinforcement and renovation of many rural houses, traditional strengthening methods such as wire binding and nailing are still used, lacking corresponding simple and easy-to-use damping buffer devices. Therefore, a seismic buffer device for wooden beams in rural houses is needed to address these technical shortcomings. Utility Model Content

[0004] The purpose of this utility model is to provide a seismic buffer device for wooden beams of rural houses, so as to solve the problem mentioned in the background art of the lack of corresponding simple and easy-to-use damping buffer devices for seismic reinforcement and renovation of rural houses.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a seismic buffer device for wooden beams of rural houses, comprising a metal damping plate, a circular fixing ring assembly at the upper part of the metal damping plate, a triangular steel support assembly at the lower part of the metal damping plate, the metal damping plate being made of three sets of low carbon steel spliced ​​together, each set of low carbon steel having a hollowed-out diameter change treatment, the thickness of the hollowed-out part narrowing in the middle of the interface, and the three sets of metal damping plates being arranged at equal intervals.

[0006] As a further technical solution of this utility model, low carbon steel plates are welded to both sides of the metal damping sheet, and a steel rectangular connector is welded between the low carbon steel plates and the circular fixing ring assembly.

[0007] As a further technical solution of this utility model, a lower semicircular ring is welded to the concave arc surface of the steel rectangular connecting body, and an upper semicircular ring is fixedly connected to the upper part of the lower semicircular ring. The lower semicircular ring and the upper semicircular ring constitute a circular fixed ring assembly, and fastening bolts are fastened to the sides of the lower semicircular ring and the upper semicircular ring.

[0008] As a further technical solution of this utility model, the upper semicircular ring and the lower semicircular ring have the same diameter, both with a width of 120mm.

[0009] As a further technical solution of this utility model, the shape of the steel rectangular connector matches the circular fixing ring assembly, with a hollow interior and a size of 120mm*100mm.

[0010] As a further technical solution of this utility model, a connecting steel plate is fixedly connected to the lower part of the metal damping plate, a triangular steel plate support is welded to the connecting steel plate, and a base steel plate is welded to the bottom end of the triangular steel plate support. The connecting steel plate, the triangular steel plate support and the base steel plate constitute a triangular steel support assembly.

[0011] As a further technical solution of this utility model, four sets of concrete connecting bolts are installed on the base steel plate, and the base steel plate is connected and fixed to the reinforced concrete structural column by chemical anchor bolt process.

[0012] As a further technical solution of this utility model, the connecting steel plate and the base steel plate have the same width, both being 100mm, the connecting steel plate has a height of 150mm, and the base steel plate has a length of 160mm.

[0013] Compared with the prior art, the beneficial effects of this utility model are: the earthquake-resistant buffer device for wooden beams of rural houses not only avoids the damage of earthquake forces to the connection of wooden beams of rural houses and reduces the losses caused by disasters, but also achieves high safety and high connection stability, and is small in size, light in weight, easy to install and reliable in use.

[0014] (1) The device consists of three parts: a circular fixed ring assembly, a metal damping plate assembly, and a triangular steel support assembly. The metal damping plate assembly is the core of the device. It is made by splicing three sets of low carbon steel to form a metal damping plate. A single piece of soft steel of a certain size is hollowed out and its diameter is reduced, so that the thickness of the middle section of the hollowed-out part is narrowed, forming a weak area of ​​steel. The deformation of the metal material is better used to consume the external horizontal force of the earthquake. The advanced low carbon steel yield deformation energy dissipation principle is adopted. The circular fixed ring assembly and the triangular steel support assembly are used to reliably connect the wooden beam and the concrete structural column of the wall to form a seismic buffer connection, which can effectively avoid the damage of the wooden beam connection of rural houses by the earthquake force and reduce the loss caused by the disaster.

[0015] (2) By setting up a circular fixing ring assembly, the upper part of the connecting device of the invention is provided with a circular fixing ring assembly that connects to the wooden beams of rural houses. It is made of steel, and the upper and lower semi-circular rings with equal diameters form a ring. It is fastened to the steel high-strength bolts with fastening bolts, which can effectively connect the device to the wooden circular beams of the house. The horizontal stress section of the wooden beam and the vertical stress surface of the wall are connected through the metal energy dissipation section, which can buffer the movement of the wooden beams of the roof during an earthquake. From the perspective of the mechanical performance of the structure, it also meets the actual use requirements of earthquake resistance of rural houses, has high safety, and ensures that it is stable and does not slide when subjected to earthquake forces.

[0016] (3) By setting up a triangular steel support assembly, the lower part of the device is equipped with a steel fixed triangular support assembly connected to the concrete structural column of the rural house reinforcement. It mainly consists of a connecting steel plate, a triangular steel plate support and a base steel plate. Using chemical anchor bolt technology, two pairs of concrete connecting bolts are firmly fixed on the reinforced concrete structural column. After all the nuts are tightened, it ensures that the structure is stable and does not slip when subjected to earthquake stress. It is small in size, light in weight, easy to install and reliable in use. Attached Figure Description

[0017] Figure 1 This is a three-dimensional structural diagram of the present invention;

[0018] Figure 2 This is a top view of the structure of this utility model;

[0019] Figure 3 This is a front view schematic diagram of the metal damping sheet of this utility model;

[0020] Figure 4 This is a three-dimensional structural diagram of the metal damping sheet of this utility model.

[0021] In the diagram: 1. Upper semicircular ring; 2. Fastening bolt; 3. Lower semicircular ring; 4. Steel rectangular connector; 5. Low carbon steel plate; 6. Metal damping plate; 7. Connecting steel plate; 8. Triangular steel plate support; 9. Concrete connecting bolt; 10. Base steel plate. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0023] Please see Figure 1-4An embodiment of this utility model provides: a seismic buffer device for wooden beams of rural houses, including a metal damping plate 6, a circular fixing ring assembly on the upper part of the metal damping plate 6, and a triangular steel support assembly on the lower part of the metal damping plate 6. The metal damping plate 6 is made of three sets of low carbon steel spliced ​​together. Each set of low carbon steel has a hollowed-out diameter treatment inside, and the thickness of the hollowed-out part is narrowed in the middle of the interface. The three sets of metal damping plates 6 are arranged at equal intervals. Low carbon steel plates 5 are welded to both sides of the metal damping plate 6. A steel rectangular connector 4 is welded between the low carbon steel plate 5 and the circular fixing ring assembly.

[0024] Specifically, such as Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, metal damping plates 6 are made by splicing three sets of low carbon steel. A single piece of soft steel of a certain size is hollowed out and its diameter is reduced, so that the thickness in the middle of the cross section of the hollow part is narrowed, forming a weak zone of steel stress. This makes better use of the deformation of metal materials to consume external seismic horizontal forces. The advanced low carbon steel yield deformation energy dissipation principle is adopted. The wooden beam and the concrete structural column of the wall are reliably connected by the circular fixing ring assembly and the triangular steel support assembly to form a seismic buffer connection.

[0025] A lower semicircular ring 3 is welded to the concave arc surface of a steel rectangular connector 4. An upper semicircular ring 1 is fixedly connected to the upper part of the lower semicircular ring 3. The lower semicircular ring 3 and the upper semicircular ring 1 constitute a circular fixing ring assembly. Fastening bolts 2 are fastened to the sides of the lower semicircular ring 3 and the upper semicircular ring 1. The upper semicircular ring 1 and the lower semicircular ring 3 have the same diameter, both with a width of 120mm. The shape of the steel rectangular connector 4 matches the circular fixing ring assembly. It is hollow inside and has a size of 120mm*100mm.

[0026] Specifically, such as Figure 1 and Figure 2 As shown, the upper part of the device is equipped with a circular fixing ring assembly that connects to the wooden beams of rural houses. It is made of steel, with an upper semi-circular ring 1 and a lower semi-circular ring 3 of equal diameter forming a ring. It is fastened with a steel high-strength bolt 2, which can effectively connect the device to the wooden circular beams of the house. The horizontal stress section of the wooden beam and the vertical stress surface of the wall are connected by a metal energy dissipation section, which can buffer the movement of the wooden roof beams during an earthquake.

[0027] A connecting steel plate 7 is fixedly connected to the lower part of the metal damping plate 6. A triangular steel plate support 8 is welded to the connecting steel plate 7. A base steel plate 10 is welded to the bottom of the triangular steel plate support 8. The connecting steel plate 7, the triangular steel plate support 8 and the base steel plate 10 constitute a triangular steel support assembly. Four sets of concrete connecting bolts 9 are installed at the base steel plate 10. The base steel plate 10 uses chemical anchor bolt technology to connect and fix the concrete connecting bolts 9 to the reinforced concrete structural column. The connecting steel plate 7 and the base steel plate 10 have the same width, both 100mm. The height of the connecting steel plate 7 is 150mm and the length of the base steel plate 10 is 160mm.

[0028] Specifically, such as Figure 1 As shown, the lower part of the device is equipped with a steel fixed triangular support assembly that is connected to the concrete structural column of the rural house reinforcement. It mainly consists of a connecting steel plate 7, a triangular steel plate support 8 and a base steel plate 10. Chemical anchor bolt technology is used to firmly fix two pairs of concrete connecting bolts 9 to the reinforced concrete structural column.

[0029] Working Principle: The device consists of three main parts: a circular fixed ring assembly, a metal damping plate assembly (6 components), and a triangular steel support assembly. The metal damping plate assembly (6 components) is the core of the device. It is made by splicing three sets of low-carbon steel to form the metal damping plate (6). A single piece of soft steel of a certain size is hollowed out and its diameter is reduced, making the thickness of the cross-section in the hollowed-out part narrower, forming a weak zone in the steel's stress. The lower part of the device is equipped with a steel fixed triangular support assembly connected to the concrete structural column used for rural house reinforcement. This assembly mainly consists of a connecting steel plate (7), a triangular steel plate support (8), and a base steel plate (10). Chemical anchor bolt technology is used to firmly fix two pairs of concrete connecting bolts (9) to the reinforced concrete structural column. After all the nuts are tightened, it ensures stability and prevents slippage under seismic stress. The device is equipped with a circular fixing ring assembly for connecting to the wooden beams of rural houses. Made of steel, the upper and lower semicircular rings 1 and 3, with equal diameters, form a ring. These are secured to high-strength steel bolts with fastening bolts 2, effectively connecting the device to the wooden circular beams of the house. The horizontal load-bearing section of the wooden beam and the vertical load-bearing surface of the wall are connected by a metal energy dissipation section, which can buffer the movement of the wooden roof beams during earthquakes. From a structural mechanical performance perspective, it also meets the practical requirements for earthquake resistance in rural houses. Utilizing the advanced low-carbon steel yield deformation energy dissipation principle, the circular fixing ring assembly and triangular steel support assembly reliably connect the wooden beams to the concrete structural columns of the walls, forming an earthquake-resistant buffer connection. This effectively avoids damage to the wooden beam connections of rural houses caused by seismic forces, reducing losses from disasters.

[0030] It will be apparent to those skilled in the art that this invention is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or essential characteristics of this invention. Therefore, the embodiments should be considered illustrative and non-limiting in all respects, and the scope of this invention is defined by the appended claims rather than the foregoing description. Thus, it is intended that all variations falling within the meaning and scope of equivalents of the claims be included within this invention. No reference numerals in the claims should be construed as limiting the scope of the claims.

Claims

1. A rural house wood beam anti-seismic buffering device, comprising a metal damping sheet (6), characterized in that: The upper part of the metal damping plate (6) is provided with a circular fixing ring assembly, and the lower part of the metal damping plate (6) is provided with a triangular steel support assembly. The metal damping plate (6) is made of three sets of low carbon steel splicing. Each set of low carbon steel has a hollowed-out diameter change treatment inside. The thickness of the hollowed-out part is narrowed in the middle of the interface. The three sets of metal damping plates (6) are arranged at equal intervals.

2. The rural house wood beam anti-seismic buffering device according to claim 1, characterized in that: Low-carbon steel plates (5) are welded to both sides of the metal damping sheet (6), and a steel rectangular connector (4) is welded between the low-carbon steel plate (5) and the circular fixing ring assembly.

3. The rural house wood beam anti-seismic buffering device according to claim 2, characterized in that: The steel rectangular connector (4) has a lower semicircular ring (3) welded to its concave arc surface. An upper semicircular ring (1) is fixedly connected to the upper part of the lower semicircular ring (3). The lower semicircular ring (3) and the upper semicircular ring (1) constitute a circular fixed ring assembly. The lower semicircular ring (3) and the upper semicircular ring (1) are fastened with fastening bolts (2) on their sides.

4. The rural house wood beam anti-seismic buffering device according to claim 3, characterized in that: The upper semicircular ring (1) and the lower semicircular ring (3) have the same diameter, both with a width of 120 mm.

5. The rural house wood beam anti-seismic buffering device according to claim 2, characterized in that: The steel rectangular connector (4) is shaped to match the circular fixing ring assembly, has a hollow interior, and measures 120mm*100mm.

6. A seismic buffer device for wooden beams in rural houses according to claim 1, characterized in that: The lower part of the metal damping plate (6) is fixedly connected to a connecting steel plate (7), and a triangular steel plate support (8) is welded to the connecting steel plate (7). A base steel plate (10) is welded to the bottom of the triangular steel plate support (8). The connecting steel plate (7), the triangular steel plate support (8) and the base steel plate (10) constitute a triangular steel support assembly.

7. A seismic buffer device for wooden beams in rural houses according to claim 6, characterized in that: Four sets of concrete connecting bolts (9) are installed on the base steel plate (10). The base steel plate (10) uses chemical anchoring technology to connect and fix the concrete connecting bolts (9) to the reinforced concrete structural column.

8. A seismic buffer device for wooden beams in rural houses according to claim 6, characterized in that: The connecting steel plate (7) and the base steel plate (10) have the same width of 100mm, the connecting steel plate (7) has a height of 150mm, and the base steel plate (10) has a length of 160mm.

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