Building reinforcing and damping structure

By designing the support structure, the shock-absorbing reinforcement structure and the support-limiting structure, the building's load-bearing columns are reinforced and supported in an all-round way, which solves the problem of incomplete reinforcement of the load-bearing columns in the existing technology and improves the seismic safety and shock-absorbing effect of the building.

CN222391070UActive Publication Date: 2025-01-24BEIJING URBAN CONSTR GROUP
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Patent Information

Application Number
CN202420908469.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-28
Publication Date
2025-01-24
Estimated Expiration
2034-04-28

AI Technical Summary

Technical Problem

The existing building reinforced shock-absorbing structure only reinforces and supports the bottom of the load-bearing column, and fails to effectively reinforce the column body, resulting in poor earthquake resistance and insufficient safety.

Method used

A building reinforcement and shock-absorbing structure is designed, including a support structure, a shock-absorbing reinforcement structure and a support-limiting structure. The load-bearing column is externally supported through the support structure. The shock-absorbing reinforcement structure uses threaded sleeves and reinforced arc blocks to strengthen and support the column body, and limits the rotation of the threaded sleeve through the support limit structure to ensure that the reinforced arc blocks are tightly against the column. body.

Benefits of technology

It realizes the overall reinforcement and support of the load-bearing columns, enhances the seismic resistance and safety of the building, and has a good shock absorption effect.

✦ Generated by Eureka AI based on patent content.

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    Figure CN222391070U_ABST
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Abstract

The utility model provides a building reinforcing and damping structure which comprises a building bearing column and further comprises a supporting structure arranged on the outer side of the building bearing column. And the damping and reinforcing structure is arranged on the supporting structure. Vibration transmitted by the supporting vertical rods is damped through the damping pads, a square frame formed by the supporting transverse rods and the supporting vertical rods is stable through the supporting inclined rods, the whole supporting structure can be stably supported on the periphery of a building bearing column conveniently, and meanwhile the good damping effect is achieved; the damping effect of the building bearing column is enhanced while the building bearing column is well reinforced and supported, the supporting and limiting structure is obliquely supported on the two threaded sleeves, and the reinforcing and supporting effect of the damping and reinforcing structure can be enhanced while the threaded sleeves are prevented from rotating and the reinforcing arc blocks are prevented from loosening.
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Description

Technical Field

[0001] The utility model relates to a building reinforcement and shock absorption structure. Background Art

[0002] Architecture is a general term for buildings and structures. It is an artificial environment created by people to meet the needs of social life, using the material and technical means they have mastered, and applying certain scientific laws, Feng Shui concepts and aesthetic principles. For some older houses, due to the aging of the internal structure of the house during long-term use, the strength of the structure is reduced, which reduces its earthquake resistance. Therefore, in order to ensure the safety of the house, reinforcement and maintenance are needed to make the aging house meet the earthquake resistance requirements.

[0003] Among the existing utility models in China, the publication number CN217175890U discloses a building reinforcement and shock-absorbing structure, including a load-bearing column, an outer sleeve of the load-bearing column is provided with a fixing frame, an outer wall of the fixing frame is provided with a fixing block, an extension screw is threadedly connected to the fixing block, a balancing block is provided at the bottom end of the extension screw, a shock-absorbing pad is provided at the bottom end of the balancing block, a fixing cylinder is provided on the inner wall of the fixing frame, an adjusting rod is slidably connected inside the fixing cylinder, and the extension screw is driven by the extension screw to drive the shock-absorbing pad at the bottom end of the balancing block to contact the ground by rotating the extension screw clockwise on the fixing block, so that the extension screw can reinforce the load-bearing column, and the shock-absorbing pad can prevent part of the vibration transmitted upward during an earthquake, thereby achieving the effect of weakening the earthquake response, and the extension screw is not easy to loosen and fall off from the fixing block during an earthquake, thereby avoiding the collapse of the building as much as possible and improving the overall safety.

[0004] Referring to the above-mentioned building reinforcement and shock-absorbing structure, the reinforcement and shock-absorbing structure only reinforces and supports the side of the load-bearing column close to the ground, and does not reinforce and support the entire column body of the load-bearing column. The load-bearing columns of a house are generally long, and only reinforcing and supporting the bottom cannot provide a good reinforcement and support effect for the load-bearing columns, thereby failing to better enhance the safety of the building. Therefore, how to better reinforce and support the load-bearing columns is an important issue that needs to be solved in the design of reinforcement and shock-absorbing structures. Utility Model Content

[0005] The utility model provides a building reinforcement and shock-absorbing structure in order to solve the problem of better reinforcing and supporting a load-bearing column.

[0006] The utility model solves the above technical problems through the following technical solutions:

[0007] The utility model provides a building reinforcement and shock absorption structure, including a building load-bearing column, and also includes:

[0008] A supporting structure, wherein the supporting structure is arranged outside the load-bearing column of the building;

[0009] A shock-absorbing reinforcement structure, wherein the shock-absorbing reinforcement structure is arranged on a supporting structure, and the supporting structure reinforces and supports the load-bearing columns of the building through the shock-absorbing reinforcement structure;

[0010] A support and limiting structure is provided on the shock absorbing and reinforcing structure.

[0011] Preferably, the supporting structure includes supporting vertical rods, shock-absorbing pads, supporting horizontal rods and supporting diagonal rods. The supporting vertical rods are equidistantly distributed on the outside of the building's load-bearing columns. The tops and bottoms of the supporting vertical rods are fixedly connected to the shock-absorbing pads. The supporting vertical rods are fixedly connected to supporting horizontal rods and supporting diagonal rods.

[0012] In this technical solution, the supporting cross bar connects the four supporting vertical bars to each other, and the supporting diagonal bars provide oblique support to the frame formed by the supporting cross bar and the supporting vertical bars, so that the frame formed by the supporting cross bar and the supporting vertical bars is relatively stable, thereby allowing the entire supporting structure to be stably supported on the periphery of the building's load-bearing columns.

[0013] Preferably, the end portion of the shock-absorbing pad close to the outer side is enlarged in a circular shape.

[0014] In this technical solution, the support area of ​​the shock-absorbing pad can be better expanded, so that the supporting vertical rod is better supported and the vibration transmitted by the supporting vertical rod can be damped, thereby achieving a better shock-absorbing effect.

[0015] Preferably, the supporting diagonal rod is fixedly connected at the diagonal line of two adjacent supporting vertical rods.

[0016] Preferably, the shock-absorbing reinforcement structure includes a threaded sleeve, a threaded rod and a reinforcement arc block, the threaded rod is fixedly connected to the side wall of the supporting vertical rod at equal distances, the threaded rod is threadedly connected to the threaded sleeve, and the end of the threaded sleeve is rotatably connected to the reinforcement arc block.

[0017] In this technical solution, the threaded sleeve is rotated, and the threaded sleeve rotates and moves on the threaded rod, and the threaded sleeve drives the reinforcement arc block to move, so that the reinforcement arc block is tightly pressed against the side wall of the building's load-bearing column. The shock-absorbing reinforcement structure can better reinforce and support the building's load-bearing column with the help of the supporting structure, while enhancing the shock-absorbing effect of the building's load-bearing column.

[0018] Preferably, the size of the inner arc of the reinforcement arc block is consistent with the curvature of the side wall of the building's load-bearing column.

[0019] This allows the reinforced arc blocks to fit better on the building's load-bearing columns.

[0020] Preferably, limiting grooves are provided at equal distances on the side wall of the threaded sleeve.

[0021] Preferably, the limiting groove on the threaded sleeve above the reinforcement arc block and the limiting groove on the threaded sleeve below the reinforcement arc block are staggered.

[0022] In this technical solution, the supporting and limiting structure can be supported obliquely between two threaded sleeves.

[0023] Preferably, the support and limiting structure comprises a connecting block, a second threaded rod and a limiting sleeve, both ends of the connecting block are fixedly connected to the second threaded rod, and the second threaded rod is threadedly connected to the limiting sleeve.

[0024] Preferably, the limiting sleeve and the limiting groove cooperate with each other.

[0025] In the present technical solution, the limit sleeve is manually rotated, and the limit sleeve rotates and moves on the second threaded rod, so that the limit sleeve is inserted into the limit groove and tightened, so that the support limit structure is obliquely supported by the two threaded sleeves. While limiting the rotation of the threaded sleeve, which causes the reinforcement arc block to loosen, the reinforcement support effect of the shock-absorbing reinforcement structure can be enhanced.

[0026] On the basis of conforming to the common sense in the art, the above-mentioned preferred conditions can be arbitrarily combined to obtain the preferred embodiments of the present utility model.

[0027] The positive and progressive effects of the utility model are:

[0028] 1. The shock-absorbing pads can be used to better support the vertical support rods and at the same time, the vibration transmitted by the vertical support rods can be damped to achieve a better shock-absorbing effect. The supporting cross rods connect the four vertical support rods to each other, and the supporting diagonal rods diagonally support the frame formed by the supporting cross rods and the vertical support rods, so that the frame formed by the supporting cross rods and the vertical support rods is relatively stable, which is convenient for the entire supporting structure to be stably supported on the periphery of the building's load-bearing columns while also having a better shock-absorbing effect.

[0029] 2. By rotating the threaded sleeve, the threaded sleeve drives the reinforcement arc block to move, so that the reinforcement arc block is tightly pressed against the side wall of the building's load-bearing column. The shock-absorbing reinforcement structure supports the column body of the entire building's load-bearing column at an equal distance with the help of the supporting structure, so as to better reinforce and support the building's load-bearing column while enhancing the shock-absorbing effect of the building's load-bearing column.

[0030] 3. Manually rotate the limit sleeve so that the limit sleeve is inserted into the limit groove and tightened, so that the support limit structure is obliquely supported by the two threaded sleeves, which is convenient for limiting the rotation of the threaded sleeve and causing the reinforcement arc block to loosen, while enhancing the reinforcement support effect of the shock-absorbing reinforcement structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0031] Figure 1It is a schematic diagram of the overall three-dimensional structure of the utility model.

[0032] Figure 2 It is a schematic diagram of the overall internal structure of the utility model.

[0033] Figure 3 It is a schematic diagram of the internal structure of the utility model as a whole viewed from above.

[0034] Figure 4 For this utility model Figure 2 Schematic diagram of the local enlarged structure at A.

[0035] Description of Reference Numerals

[0036] 1. Building load-bearing column; 2. Support structure; 201. Support vertical rod; 202. Shock-absorbing pad; 203. Support horizontal rod; 204. Support diagonal rod; 3. Shock-absorbing reinforcement structure; 301. Threaded sleeve; 302. Threaded rod one; 303. Reinforcement arc block; 4. Limiting groove; 5. Support limiting structure; 501. Connection block; 502. Threaded rod two; 503. Limiting sleeve. DETAILED DESCRIPTION

[0037] The present invention is further described below by way of embodiments, but the present invention is not limited to the scope of the embodiments.

[0038] like Figure 1-4 As shown, a building reinforcement and shock-absorbing structure includes a building load-bearing column 1, and also includes:

[0039] A supporting structure 2, wherein the supporting structure 2 is arranged outside the building load-bearing column 1;

[0040] A shock-absorbing reinforcement structure 3, wherein the shock-absorbing reinforcement structure 3 is arranged on the supporting structure 2, and the supporting structure 2 reinforces and supports the building load-bearing column 1 through the shock-absorbing reinforcement structure 3;

[0041] The supporting and limiting structure 5 is arranged on the shock-absorbing and reinforcing structure 3 .

[0042] The supporting structure 2 includes supporting vertical rods 201, shock-absorbing pads 202, supporting horizontal rods 203 and supporting diagonal rods 204. The supporting vertical rods 201 are evenly distributed on the outside of the building load-bearing columns 1. The tops and bottoms of the supporting vertical rods 201 are fixedly connected to the shock-absorbing pads 202. The supporting vertical rods 201 are fixedly connected to supporting horizontal rods 203 and supporting diagonal rods 204.

[0043] like Figure 1As shown, the supporting cross bar 203 connects the four supporting vertical bars 201 to each other, and the supporting diagonal bars 204 diagonally support the frame formed by the supporting cross bar 203 and the supporting vertical bars 201, so that the frame formed by the supporting cross bar 203 and the supporting vertical bars 201 is relatively stable, thereby allowing the entire supporting structure 2 to be stably supported on the periphery of the building load-bearing column 1.

[0044] The end portion of the shock-absorbing pad 202 close to the outside is round and enlarged.

[0045] like Figure 1 As shown, the supporting area of ​​the shock-absorbing pad 202 can be well expanded, so that the supporting vertical rod 201 is well supported, and the vibration transmitted by the supporting vertical rod 201 can be damped, thereby achieving a better shock-absorbing effect.

[0046] The supporting diagonal rods 204 are fixedly connected at the diagonal lines of two adjacent supporting vertical rods 201 .

[0047] The shock-absorbing reinforcement structure 3 includes a threaded sleeve 301, a threaded rod 302 and a reinforcement arc block 303. The threaded rod 302 is fixedly connected to the side wall of the supporting vertical rod 201 at an equal distance. The threaded sleeve 301 is threadedly connected to the threaded rod 302, and the end of the threaded sleeve 301 is rotatably connected to the reinforcement arc block 303.

[0048] like Figure 3 As shown, the threaded sleeve 301 is rotated, and the threaded sleeve 301 rotates and moves on the threaded rod 302, and the threaded sleeve 301 drives the reinforcement arc block 303 to move, so that the reinforcement arc block 303 is tightly pressed against the side wall of the building load-bearing column 1. The shock-absorbing reinforcement structure 3 can better reinforce and support the building load-bearing column 1 with the help of the supporting structure 2, while enhancing the shock-absorbing effect of the building load-bearing column 1.

[0049] The size of the inner arc of the reinforcing arc block 303 is consistent with the curvature of the side wall of the building load-bearing column 1.

[0050] This allows the reinforced arc block 303 to fit better on the building load-bearing column 1 .

[0051] Limiting grooves 4 are provided on the side wall of the threaded sleeve 301 at equal intervals.

[0052] The positions of the limiting groove 4 on the threaded sleeve 301 above the reinforcing arc block 303 and the limiting groove 4 on the threaded sleeve 301 below the reinforcing arc block 303 are staggered with each other.

[0053] like Figure 2 As shown, the supporting and limiting structure 5 can be supported obliquely between the two threaded sleeves 301 .

[0054] The support and limiting structure 5 includes a connecting block 501 , a second threaded rod 502 and a limiting sleeve 503 . Both ends of the connecting block 501 are fixedly connected to the second threaded rod 502 , and the second threaded rod 502 is threadedly connected to the limiting sleeve 503 .

[0055] The limiting sleeve 503 and the limiting groove 4 cooperate with each other.

[0056] like Figure 4 As shown, the limiting sleeve 503 is manually rotated, and the limiting sleeve 503 rotates and moves on the threaded rod 502, so that the limiting sleeve 503 is inserted into the limiting groove 4 and pressed tightly, so that the supporting limiting structure 5 is obliquely supported by the two threaded sleeves 301. While limiting the rotation of the threaded sleeve 301, causing the reinforcement arc block 303 to loosen, the reinforcement support effect of the shock-absorbing reinforcement structure 3 can be enhanced.

[0057] When the utility model is used and installed, the shock-absorbing pad 202 above the support vertical rod 201 is fixed on the top plate, and the shock-absorbing pad 202 below the support vertical rod 201 is fixedly connected to the ground. The end of the shock-absorbing pad 202 is rounded and enlarged, which can better expand the support area of ​​the shock-absorbing pad 202, so that the support vertical rod 201 is better supported, and the vibration transmitted by the support vertical rod 201 can be damped, thereby achieving a better shock-absorbing effect.

[0058] The support cross bar 203 connects the four support vertical bars 201 to each other, and the support diagonal bar 204 supports the frame formed by the support cross bar 203 and the support vertical bars 201 diagonally, so that the frame formed by the support cross bar 203 and the support vertical bars 201 is relatively stable, so that the entire support structure 2 is stably supported on the periphery of the building load-bearing column 1, and the threaded sleeve 301 is rotated, and the threaded sleeve 301 rotates and moves on the threaded rod 1 302, and the threaded sleeve 301 drives the reinforcement arc block 303 to move, so that the reinforcement arc block 303 is tightly against the side wall of the building load-bearing column 1, and the shock-absorbing reinforcement structure 3 supports the column body of the entire building load-bearing column at an equal distance with the help of the support structure 2, which can better reinforce and support the building load-bearing column 1 while enhancing the shock-absorbing effect of the building load-bearing column 1;

[0059] After the reinforcement arc block 303 is tightened, the support limiting structure 5 is placed between the two threaded sleeves 301 on the same reinforcement arc block 303, the limiting sleeve 503 is aligned with the limiting groove 4 on the two threaded sleeves 301, and the limiting sleeve 503 is manually rotated. The limiting sleeve 503 rotates and moves on the threaded rod 502, so that the limiting sleeve 503 is inserted into the limiting groove 4 and tightened, so that the support limiting structure 5 is obliquely supported by the two threaded sleeves 301. While limiting the rotation of the threaded sleeve 301, which causes the reinforcement arc block 303 to loosen, the reinforcement support effect of the shock-absorbing reinforcement structure 3 can be enhanced.

[0060] The utility model is not limited to the above-mentioned embodiments. Any changes in shape or structure are within the protection scope of the utility model. The protection scope of the utility model is defined by the attached claims. Those skilled in the art can make various changes or modifications to these embodiments without departing from the principle and essence of the utility model, but these changes and modifications are within the protection scope of the utility model.

Claims

1. A building reinforcement and shock-absorbing structure, comprising a building load-bearing column (1), characterized in that: Also includes: A supporting structure (2), wherein the supporting structure (2) is arranged outside the building load-bearing column (1); A shock-absorbing reinforcement structure (3), wherein the shock-absorbing reinforcement structure (3) is arranged on the supporting structure (2), and the supporting structure (2) reinforces and supports the building load-bearing column (1) through the shock-absorbing reinforcement structure (3); A support and limiting structure (5), wherein the support and limiting structure (5) is arranged on the shock-absorbing and reinforcing structure (3).

2. The building reinforcement and shock absorbing structure according to claim 1, characterized in that: The support structure (2) comprises support vertical rods (201), shock-absorbing pads (202), support cross rods (203) and support diagonal rods (204); the support vertical rods (201) are equidistantly distributed on the outside of the building load-bearing columns (1); the tops and bottoms of the support vertical rods (201) are fixedly connected to the shock-absorbing pads (202); and the support cross rods (203) and support diagonal rods (204) are fixedly connected between each pair of the support vertical rods (201).

3. The building reinforcement and shock absorbing structure according to claim 2, characterized in that: The end portion of the shock-absorbing pad (202) close to the outer side is enlarged in a circular shape.

4. The building reinforcement and shock absorbing structure according to claim 2, characterized in that: The supporting diagonal rod (204) is fixedly connected at the diagonal line of two adjacent supporting vertical rods (201).

5. The building reinforcement and shock absorbing structure according to claim 1, characterized in that: The shock-absorbing reinforcement structure (3) comprises a threaded sleeve (301), a threaded rod (302) and a reinforcement arc block (303); the threaded rod (302) is fixedly connected to the side wall of the supporting vertical rod (201) at an equal distance; the threaded rod (302) is threadedly connected to the threaded sleeve (301); and the end of the threaded sleeve (301) is rotatably connected to the reinforcement arc block (303).

6. The building reinforcement and shock absorbing structure according to claim 5, characterized in that: The size of the inner arc of the reinforcing arc block (303) is consistent with the curvature of the side wall of the building load-bearing column (1).

7. The building reinforcement and shock absorbing structure according to claim 5, characterized in that: Limiting grooves (4) are provided at equal distances on the side wall of the threaded sleeve (301).

8. The building reinforcement and shock absorbing structure according to claim 7, characterized in that: The positions of the limiting groove (4) on the threaded sleeve (301) above the reinforcing arc block (303) and the limiting groove (4) on the threaded sleeve (301) below the reinforcing arc block (303) are staggered.

9. The building reinforcement and shock absorbing structure according to claim 1, characterized in that: The support and limiting structure (5) comprises a connecting block (501), a second threaded rod (502) and a limiting sleeve (503); both ends of the connecting block (501) are fixedly connected to the second threaded rod (502); and the second threaded rod (502) is threadedly connected to the limiting sleeve (503).

10. The building reinforcement and shock absorbing structure according to claim 9, characterized in that: The limiting sleeve (503) and the limiting groove (4) cooperate with each other.

Citation Information

Patent Citations

  • Building reinforcing and damping structure

    CN217175890U