Beam column constraint shock absorber

Abstract

The utility model provides a beam column restraining shock absorber, and belongs to the technical field of beam column restraining shock absorption, the beam column restraining shock absorber comprises a fixing steel plate, a shock absorption ball and a damping filling layer, the fixing steel plate is of a sphere-like structure, the two side positions, making contact with a beam column, of the fixing steel plate are arranged to be of plane structures, and the fixing steel plate is fixed to the surface of the beam column through bolts; the interior of the fixing steel plate is of a hollow structure, and mounting holes are formed in the corresponding positions of the two sides, close to the beam column, of the fixing steel plate. The main body of the damping ball is of a spherical structure and is arranged in the hollow structure of the fixed steel plate; the damping filling layer is filled between the fixed steel plate and the damping balls, and the damping filling layer is used for consuming vibration energy so as to carry out constraint damping on the beam column; the utility model provides a beam column constraint shock absorber which can solve the problems that an existing shock absorption device is not enough in flexibility, prone to damaging an original structure and poor in adaptability.

Description

Technical Field

[0001] The utility model belongs to the technical field of beam-column restraint and shock absorption, and in particular relates to a beam-column restraint and shock absorption device. Background Art

[0002] Belt conveyors play a vital role in the comprehensive mechanized production of coal mines. They enable the continuous and stable transportation of large quantities of coal, significantly improving production efficiency. Compared with traditional manual transportation methods, belt conveyors can handle coal at higher speeds and with larger transport volumes, ensuring a smooth production process. They can significantly reduce manpower requirements, minimizing the risks and labor intensity of manual operations. This not only improves safety but also allows workers to focus on more critical production processes, thereby improving overall work efficiency. They can be flexibly configured to suit the actual conditions of the mine and can operate in complex terrain, including varying heights, inclination angles, and turning radii. This adaptability enables them to effectively cope with changing mine environments and transportation needs; therefore, belt conveyors are an indispensable transportation tool in the comprehensive mechanized production of coal mines in my country.

[0003] However, due to limitations in coal mine shaft design and conveying capacity, multiple conveyors are often required to operate in concert, leading to the emergence of transfer stations at varying heights and angles. Mine transfer stations generate significant vibration during operation, especially when certain equipment is installed on the second floor or higher. This can negatively impact the building, necessitating effective vibration control to ensure proper operation of the equipment.

[0004] Existing shock-absorbing devices are not flexible enough, easily damage the original structure, and have poor adaptability. Utility Model Content

[0005] In view of this, the utility model provides a beam-column restrained shock absorber, which can solve the problems of the existing shock absorbing device being insufficiently flexible, easily damaging the original structure, and having poor adaptability.

[0006] The utility model is achieved in this way:

[0007] The utility model provides a beam-column constraint shock absorber, which includes a fixed steel plate, a shock-absorbing ball and a damping filling layer, the fixed steel plate is a spherical structure, and the two side positions in contact with the beam and column are set as a plane structure, which is fixed to the surface of the beam and column by bolts; the interior of the fixed steel plate is set as a hollow structure, and mounting holes are opened at corresponding positions on both sides close to the beam and column; the main body of the shock-absorbing ball is a spherical structure, which is arranged inside the hollow structure of the fixed steel plate, and fixing rods are provided on both sides close to the beam and column, one end of the fixing rod is fixedly connected to the spherical body of the shock-absorbing ball, and the other end passes through the mounting hole and is fixedly connected to the corresponding position of the beam and column; the damping filling layer is filled between the fixed steel plate and the shock-absorbing ball, and the damping filling layer is used to consume vibration energy to constrain and damp the beam and column.

[0008] On the basis of the above technical solution, the beam-column restraint shock absorber of the present invention can also be improved as follows:

[0009] The hollow structure inside the fixed steel plate is an irregular spherical structure, the size of which is larger than that of the shock-absorbing ball.

[0010] Furthermore, the two fixing rods are respectively fixed perpendicularly to the connected beam columns.

[0011] Furthermore, an elastic layer is fixed on the inner wall of the fixed steel plate and the outer wall of the spherical body of the shock-absorbing ball, and the vibration force is offset by the reverse force of the contact between the elastic layer and the shock-absorbing ball.

[0012] Furthermore, a rubber sealing pad is provided at the position where the fixing steel plate is connected to the fixing rod of the shock-absorbing ball, so as to prevent moisture from entering the interior of the fixing steel plate.

[0013] Furthermore, the elastic layer includes a butterfly spring layer and a polyurethane layer wrapped on the outside, so as to adapt to different vibration loads.

[0014] Furthermore, in the initial state, the spherical body of the shock-absorbing ball has a contact area of ​​at least 3 square centimeters with the inner wall of the fixed steel plate.

[0015] Furthermore, the outer wall of the fixed steel plate away from the side of the beam column is in a spherical arc shape for dispersing wind force.

[0016] Furthermore, the elastic layer is fixedly connected to the inner wall of the fixed steel plate and the outer wall of the spherical body of the shock-absorbing ball by bolts.

[0017] Furthermore, the damping filling layer is made of shape memory alloy.

[0018] The benefits of this improved solution include: the spherical design of the fixing plate enhances stability and provides a larger contact area. Bolted to the beam and column surface, it ensures stability. The interior is hollow, providing space for the shock-absorbing balls.

[0019] The spherical shape of the damping ball allows for flexible movement to adapt to vibrations in different directions. The fixing rods on both sides ensure a stable connection between the damping ball and the beam, preventing displacement. This displacement absorbs and disperses vibration energy, enhancing the shock absorption effect.

[0020] The damping infill layer dissipates vibration energy and reduces vibration transmission. Shape memory alloy is used to enhance energy dissipation. It works in conjunction with the fixed steel plate and damping balls to improve the seismic resistance of beams and columns.

[0021] The elastic layer counteracts vibrations through a counteracting force, further reducing their impact. It can be adjusted to suit different vibration loads, increasing flexibility.

[0022] Rubber seals block moisture ingress, protecting internal components and extending service life.

[0023] The outer wall of the fixed steel plate is designed in a spherical arc shape, which helps to disperse wind force and reduce the impact of wind pressure.

[0024] Compared with the prior art, the beam-column restraint shock absorber provided by the present invention has the following beneficial effects:

[0025] The anchoring steel plate serves as the base support structure. Bolted to the beam and column surfaces, it provides a stable connection, ensuring the shock absorber does not move under vibration. Its spherical shape, with flat sides, increases the contact area and ensures effective resistance to vibration loads. The hollow structure increases the movement of the shock absorber ball, allowing it to move freely when subjected to external forces, thereby enhancing the shock absorption effect. Mounting holes are provided on both sides near the beam and column to facilitate the installation of the fixing rod and ensure a secure connection between the shock absorber ball and the beam and column.

[0026] The shock-absorbing ball is a spherical structure that can deform freely in multiple directions under vibration, helping to disperse and absorb vibration energy. The ball's fixing rod is fixed to the ball at one end and secured to the beam or column through a mounting hole at the other end, ensuring effective force transmission during vibration. The design of the shock-absorbing ball allows for a certain degree of elastic deformation, allowing it to better adapt to different vibration loads, thereby improving the overall shock absorption effect.

[0027] The damping infill layer, located between the fixed steel plate and the damping balls, dissipates vibration energy and reduces its transmission. Made of a shape-memory alloy, this material automatically adjusts its shape under varying stress conditions, providing a continuous damping effect. By dissipating vibration energy, the damping infill layer effectively reduces the vibration response of beams and columns, thereby extending the service life of the structure.

[0028] The elastic layer, comprised of a butterfly spring layer and an outer polyurethane coating, is designed to adapt to varying vibration loads. By contacting the spherical body of the damping ball and the inner wall of the fixed steel plate, the elastic layer generates a counteracting force, counteracting vibration and further enhancing the shock absorption effect.

[0029] The rubber seal is installed at the connection between the fixed steel plate and the shock absorber ball fixing rod. It is mainly used to prevent moisture from entering the fixed steel plate, preventing corrosion and damage. It protects the performance and life of internal components and ensures the stability of the shock absorber in various environmental conditions.

[0030] The outer wall of the fixed steel plate away from the side of the beam and column is designed in a spherical arc shape, which can effectively disperse the impact of wind and other external forces, help reduce the direct effect of wind pressure on the structure, and thus increase the stability and safety of the structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0031] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for use in the description of the embodiments of the present invention. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative labor.

[0032] Figure 1 It is a structural diagram of a beam-column restrained shock absorber;

[0033] In the accompanying drawings, the components represented by the reference numerals are as follows:

[0034] 10. Fixed steel plate; 20. Shock-absorbing ball; 30. Damping filling layer. DETAILED DESCRIPTION

[0035] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention.

[0036] like Figure 1As shown, an embodiment of a beam-column constrained shock absorber provided by the utility model, in this embodiment, includes a fixed steel plate 10, a shock-absorbing ball 20 and a damping filling layer 30, the fixed steel plate 10 is a spherical structure, and its two side positions in contact with the beam and column are set as a plane structure, and are fixed to the surface of the beam and column by bolts; the interior of the fixed steel plate 10 is set as a hollow structure, and mounting holes are opened at corresponding positions on both sides close to the beam and column; the main body of the shock-absorbing ball 20 is a spherical structure, which is arranged inside the hollow structure of the fixed steel plate 10, and fixing rods are provided on both sides close to the beam and column, one end of the fixing rod is fixedly connected to the spherical body of the shock-absorbing ball 20, and the other end is fixedly connected to the corresponding position of the beam and column through the mounting hole; the damping filling layer 30 is filled between the fixed steel plate 10 and the shock-absorbing ball 20, and the damping filling layer 30 is used to consume vibration energy to constrain and damp the beam and column.

[0037] Among them, in the above technical solution, the hollow structure inside the fixed steel plate 10 is an irregular spherical structure, and its size is larger than that of the shock-absorbing ball 20.

[0038] Furthermore, in the above technical solution, the two fixing rods are respectively fixed perpendicularly to the connected beam and column positions.

[0039] Furthermore, in the above technical solution, elastic layers are fixed on the inner wall of the fixed steel plate 10 and the outer wall of the spherical body of the shock-absorbing ball 20, and the vibration force is offset by the reverse force of the contact between the elastic layer and the shock-absorbing ball 20.

[0040] Furthermore, in the above technical solution, a rubber sealing gasket is provided at the position where the fixed steel plate 10 is connected to the fixing rod of the shock-absorbing ball 20 to prevent moisture from entering the interior of the fixed steel plate 10 .

[0041] Furthermore, in the above technical solution, the elastic layer includes a butterfly spring layer and a polyurethane layer wrapped on the outside, so as to adapt to different vibration loads.

[0042] Furthermore, in the above technical solution, the spherical body of the shock-absorbing ball 20 has a contact area of ​​at least 3 square centimeters with the inner wall of the fixed steel plate 10 in the initial state.

[0043] Furthermore, in the above technical solution, the side of the outer wall of the fixed steel plate 10 away from the beam column is in a spherical arc shape to disperse wind force.

[0044] Furthermore, in the above technical solution, the elastic layer is fixedly connected to the inner wall of the fixed steel plate 10 and the outer wall of the spherical body of the shock-absorbing ball 20 by bolts.

[0045] Furthermore, in the above technical solution, the damping filling layer 30 is made of shape memory alloy.

[0046] Specifically, the principle of the utility model is: when in use, by installing shock absorbers between beams and columns, a seismic isolation system is formed, which reduces the way earthquake waves are transmitted to the building and reduces the impact of vibration. The shock absorber utilizes the characteristics of elastic materials to deform under the action of vibration, absorb vibration energy, and reduce the response of the structure. High-damping materials (such as polyurethane, shape memory alloys, etc.) are selected to provide additional energy dissipation during vibration, thereby reducing the impact of vibration. The spherical design of the shock absorber allows free movement in multiple directions, effectively responding to vibrations in various directions, and enhancing the overall shock absorption effect.

Claims

1. A beam-column restrained shock absorber, characterized in that: The invention comprises a fixed steel plate (10), a shock-absorbing ball (20) and a damping filling layer (30), wherein the fixed steel plate (10) is a spherical structure, and the two sides of the fixed steel plate in contact with the beam and column are set as a plane structure and fixed to the surface of the beam and column by bolts; the interior of the fixed steel plate (10) is set as a hollow structure, and mounting holes are provided at corresponding positions on both sides of the fixed steel plate close to the beam and column; the main body of the shock-absorbing ball (20) is a spherical structure, which is set inside the hollow structure of the fixed steel plate (10), and the two sides of the fixed steel plate close to the beam and column are provided with fixing rods, one end of the fixing rod is fixedly connected to the spherical main body of the shock-absorbing ball (20), and the other end passes through the mounting hole and is fixedly connected to the corresponding position of the beam and column; the damping filling layer (30) is filled between the fixed steel plate (10) and the shock-absorbing ball (20), and the damping filling layer (30) is used to consume vibration energy to restrain and damp the beam and column.

2. The beam-column restrained shock absorber according to claim 1, characterized in that: The hollow structure inside the fixed steel plate (10) is an irregular spherical structure, the size of which is larger than the size of the shock-absorbing ball (20).

3. The beam-column restrained shock absorber according to claim 2, characterized in that: The two fixing rods are respectively fixed perpendicularly to the connected beam and column positions.

4. The beam-column restrained shock absorber according to claim 3, characterized in that: An elastic layer is fixed on the inner wall of the fixed steel plate (10) and the outer wall of the spherical body of the shock-absorbing ball (20), and the vibration force is offset by the reverse force of the contact between the elastic layer and the shock-absorbing ball (20).

5. The beam-column restrained shock absorber according to claim 4, characterized in that: A rubber sealing pad is provided at the position where the fixing steel plate (10) is connected to the fixing rod of the shock-absorbing ball (20) to prevent moisture from entering the interior of the fixing steel plate (10).

6. The beam-column restrained shock absorber according to claim 5, characterized in that: The elastic layer includes a butterfly spring layer and a polyurethane layer coated on the outside, and is used to adapt to different vibration loads.

7. The beam-column restrained shock absorber according to claim 6, characterized in that: The spherical main body of the shock-absorbing ball (20) has a contact area of ​​at least 3 square centimeters with the inner wall of the fixing steel plate (10) in an initial state.

8. The beam-column restrained shock absorber according to claim 7, characterized in that: The side surface of the outer wall of the fixed steel plate (10) away from the beam column is in a spherical arc shape, which is used to disperse wind force.

9. The beam-column restrained shock absorber according to claim 8, characterized in that: The elastic layer is fixedly connected to the inner wall of the fixing steel plate (10) and the outer wall of the spherical body of the shock-absorbing ball (20) by means of bolts.

10. The beam-column restrained shock absorber according to claim 9, characterized in that: The damping filling layer (30) is made of shape memory alloy.

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