Anti-seismic reinforcing structure of pseudo-classic architecture

Abstract

The utility model discloses an anti-seismic reinforcing structure of a pseudo-classic building, which relates to the field of pseudo-classic buildings and comprises a stand column, a cross beam is mounted on the stand column, an upper hoop and a lower hoop are respectively sleeved on the cross beam, and a left hoop and a right hoop are respectively sleeved on the outer wall of the stand column. According to the anti-slip mat, the inserting plates, the inserting grooves, the threaded columns and the limiting plates are arranged, the limiting plates can limit the inserting plates and prevent the inserting plates from being moved out of the inserting grooves at will, then the stability of the inserting plates inserted into the inserting grooves is improved, and when a damaged or aged anti-slip mat needs to be replaced, a worker needs to take down the reinforcing structure firstly, and then the worker needs to replace the damaged or aged anti-slip mat. And then the third locknut is rotated, the third locknut is screwed out of the threaded column, then the limiting plate can be pulled, so that the limiting plate moves from the threaded column and does not limit the inserting plate any more, then the inserting plate can be taken out, the non-slip mat on the inserting plate can be replaced conveniently, and the situation that the anti-slip performance of the non-slip mat is affected due to the fact that the aged non-slip mat is used all the time is avoided.

Description

Technical Field

[0001] This utility model relates to the field of antique architecture, specifically to an earthquake-resistant reinforcement structure for antique architecture. Background Technology

[0002] Chinese antique-style buildings use wood and bricks as the main building materials and a wooden frame structure as the main structural method. They are constructed from main components such as columns, beams, and purlins. The joints between the components are joined by mortise and tenon joints to form a flexible frame. However, as the wood in the mortise and tenon structure ages, the stability of the mortise and tenon joints will gradually deteriorate. In order to improve the stability of the mortise and tenon joints, existing technologies usually add reinforcement structures to the mortise and tenon joints.

[0003] According to Chinese Patent No. CN217999052U, a reinforcement structure for mortise and tenon joints in ancient buildings is disclosed. This utility model can strengthen the connection of the joint between the column and the beam by setting up a reinforcing plate and a first reinforcing ring, thereby improving the strength of the mortise and tenon joint. By setting up a second reinforcing ring and a seismic component, the seismic resistance of the mortise and tenon joint can be improved, reducing the possibility of deformation and detachment of the mortise and tenon joint.

[0004] Regarding the aforementioned patent content, a hoop is provided to install structures such as the hoop on the antique building for reinforcement. An anti-slip pad is placed inside the hoop to improve the stability of the reinforced structure. However, the anti-slip pad will age after long-term use and therefore needs to be replaced. However, the anti-slip pad is fixed to the inner wall of the hoop, making it inconvenient for workers to remove and replace it, thus reducing the effectiveness of replacing the anti-slip pad. Utility Model Content

[0005] Based on this, the purpose of this utility model is to provide an anti-seismic reinforcement structure for antique-style buildings, so as to solve the technical problem that it is inconvenient to remove and replace the anti-slip pads on the inner wall of the hoop.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a seismic reinforcement structure for an antique-style building, comprising a column, on which a crossbeam is installed, and two upper and lower hoop rings are respectively fitted on the crossbeam. A left and right hoop ring are respectively fitted on the outer wall of the column. Slots are provided on the inner walls of the left and right hoop rings and the inner walls of the upper and lower hoop rings, and insert plates are inserted into the slots. Two threaded posts are fixed to the top of the left and right hoop rings and one side of the upper and lower hoop rings, and limiting plates and third anti-loosening nuts are respectively fitted on the outer walls of the threaded posts.

[0007] By adopting the above technical solution, the limiting plate can limit the insertion plate, preventing the insertion plate from moving out of the slot at will, thereby improving the stability of the insertion plate when inserted into the slot.

[0008] Furthermore, a fixing plate is welded to one side of both the left and right hoop rings, and a damper is hinged between the fixing plate and the lower hoop ring.

[0009] By adopting the above technical solutions, the damper can play a role in reducing vibration, thereby improving the seismic resistance of the reinforced structure.

[0010] Furthermore, the outer wall of the damper is fixed with two mounting plates, and a buffer spring is installed between the two mounting plates.

[0011] By adopting the above technical solution, when the damper is compressed, it will squeeze the buffer spring, causing the buffer spring to be compressed and thus playing a buffering role.

[0012] Furthermore, positioning grooves are provided on the top of the two lower hoops and on one side of the left hoop, and positioning blocks are installed on the bottom of the two upper hoops and on one side of the right hoop, with the positioning blocks matching the positioning grooves.

[0013] By adopting the above technical solution, when the positioning block is inserted into the positioning groove, the lower hoop and the upper hoop can be positioned, and the left hoop and the right hoop can also be positioned.

[0014] Furthermore, the inner wall of the insert plate is equipped with an anti-slip pad.

[0015] By adopting the above technical solution, the anti-slip pad can improve the stability of the hoop.

[0016] Furthermore, the insert plate is adapted to the slot.

[0017] By adopting the above technical solution, the insert plate can be positioned after it is inserted into the slot.

[0018] Furthermore, one side of the left hoop fits against one side of the right hoop, and a second locking bolt is installed between the left hoop and the right hoop.

[0019] By adopting the above technical solution, the left and right hoop rings can be locked after the second locking bolt is screwed into them.

[0020] Furthermore, one end of the second locking bolt is threaded with a second anti-loosening nut, and one end of the second anti-loosening nut is in contact with the left hoop.

[0021] By adopting the above technical solution, the setting of the second anti-loosening nut can improve the stability of the second locking bolt and prevent the second locking bolt from falling off.

[0022] Furthermore, the bottom of the upper hoop fits against the top of the lower hoop, and a first locking bolt is installed between the upper and lower hoops.

[0023] By adopting the above technical solution, the upper and lower hoop rings can be locked after the first locking bolt is screwed into them.

[0024] Furthermore, one end of the first locking bolt is threaded with a first anti-loosening nut, and the top of the first anti-loosening nut is in contact with the lower collar.

[0025] By adopting the above technical solution, the setting of the first anti-loosening nut can improve the stability of the first locking bolt and prevent the first locking bolt from falling off.

[0026] In summary, the present invention has the following main advantages:

[0027] 1. This utility model is equipped with an insert plate, a slot, a threaded post, and a limiting plate. Since the limiting plate can limit the insert plate, it prevents the insert plate from moving out of the slot at will, thereby improving the stability of the insert plate when inserted into the slot. When it is necessary to replace the damaged or aged anti-slip pad, the worker needs to first remove the reinforcement structure, then turn the third anti-loosening nut to unscrew the third anti-loosening nut from the threaded post, and then pull the limiting plate to move from the threaded post so that it no longer limits the insert plate. Then the insert plate can be removed so that the anti-slip pad on the insert plate can be replaced, avoiding the use of aged anti-slip pads and affecting their anti-slip performance.

[0028] 2. By providing a third anti-loosening nut, when the insert plate is inserted into the slot and the limiting plate is sleeved on the threaded post, the operator can sleeve the third anti-loosening nut on the threaded post and rotate the third anti-loosening nut. After the third anti-loosening nut is tightened and fits against the limiting plate, the limiting plate can be limited to prevent it from moving at will, so that the limiting plate can stably limit the insert plate, thereby improving the stability of the limiting plate and the insert plate.

[0029] 3. This utility model is equipped with a positioning block and a positioning groove. When the positioning block is inserted into the positioning groove, the lower hoop and the upper hoop can be positioned, making it convenient to screw the first locking bolt into the lower hoop and the upper hoop. The left hoop and the right hoop can also be positioned by the positioning block and the positioning groove, making it convenient to screw the second locking bolt into the left hoop and the right hoop. Attached Figure Description

[0030] Figure 1 This is a schematic diagram of the overall three-dimensional structure of this utility model;

[0031] Figure 2 This is a schematic diagram of the overall right hoop structure of this utility model;

[0032] Figure 3 This is a schematic diagram of the buffer spring structure of this utility model;

[0033] Figure 4This is a schematic diagram of the left hoop structure of this utility model;

[0034] Figure 5 This is a schematic diagram of the upper hoop structure of this utility model;

[0035] Figure 6 This is a schematic diagram of the lower hoop structure of this utility model;

[0036] Figure 7 This is a schematic diagram of the side structure of the left hoop of this utility model;

[0037] Figure 8 This is a side sectional view of the upper hoop ring structure of this utility model;

[0038] Figure 9 For the present utility model Figure 2 A magnified structural diagram of point A in the middle.

[0039] In the diagram: 1. Column; 2. Horizontal beam; 3. Upper hoop; 4. Lower hoop; 5. First locking bolt; 6. First anti-loosening nut; 7. Positioning groove; 8. Positioning block; 9. Buffer spring; 10. Damper; 11. Fixing plate; 12. Right hoop; 13. Second locking bolt; 14. Second anti-loosening nut; 15. Slot; 16. Insert plate; 17. Threaded column; 18. Third anti-loosening nut; 19. Limiting plate; 20. Left hoop; 21. Mounting plate; 22. Anti-slip pad. Detailed Implementation

[0040] The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present invention, and should not be construed as limiting the present invention.

[0041] The embodiments of this utility model will be described below based on its overall structure.

[0042] Example 1:

[0043] An earthquake-resistant reinforcement structure for antique-style buildings, such as Figures 1-9As shown, the system includes a column 1, on which a crossbeam 2 is mounted. Two upper hoop rings 3 and a lower hoop ring 4 are fitted onto the crossbeam 2. A left hoop ring 20 and a right hoop ring 12 are fitted onto the outer wall of the column 1. Slots 15 are formed on the inner walls of the left hoop ring 20 and the right hoop ring 12, and on the inner walls of the upper hoop rings 3 and 4, respectively. Insert plates 16 are inserted into the slots 15, fitting into the slots. After the insert plates 16 are inserted into the slots 15, they can be positioned. One side of the left hoop ring 20 is connected to the right hoop ring 4. One side of ring 12 is fitted together, and a second locking bolt 13 is installed between the left hoop ring 20 and the right hoop ring 12. When the second locking bolt 13 is screwed into the left hoop ring 20 and the right hoop ring 12, the left hoop ring 20 and the right hoop ring 12 can be locked. One end of the second locking bolt 13 is threadedly connected to a second anti-loosening nut 14, and one end of the second anti-loosening nut 14 is fitted with the left hoop ring 20. The setting of the second anti-loosening nut 14 can improve the stability of the second locking bolt 13 and prevent the second locking bolt 13 from falling off.

[0044] See Figures 1-8 The bottom of the upper hoop 3 fits against the top of the lower hoop 4. A first locking bolt 5 is installed between the upper hoop 3 and the lower hoop 4. When the first locking bolt 5 is screwed into the upper hoop 3 and the lower hoop 4, the upper hoop 3 and the lower hoop 4 can be locked. One end of the first locking bolt 5 is threaded with a first anti-loosening nut 6, and the top of the first anti-loosening nut 6 fits against the lower hoop 4. The setting of the first anti-loosening nut 6 can improve the stability of the locking of the first locking bolt 5 and prevent the first locking bolt 5 from falling off.

[0045] Specifically, two threaded posts 17 are fixed to the top of the left hoop 20 and the right hoop 12, and to one side of the upper hoop 3 and the lower hoop 4, respectively. The outer wall of the threaded posts 17 is fitted with a limiting plate 19 and a third anti-loosening nut 18. The limiting plate 19 is slidably connected to the threaded posts 17 and fits against the insert plate 16. The limiting plate 19 can limit the insertion plate 16 and prevent the insertion plate 16 from moving out of the slot 15 at will, thereby improving the stability of the insertion plate 16 when inserted into the slot 15. The inner wall of the insertion plate 16 is equipped with anti-slip pads 22. Since there are a total of six anti-slip pads 22, two anti-slip pads 22 fit against the outer wall of the column 1 and the other four anti-slip pads 22 fit against the outer wall of the crossbeam 2. The anti-slip pads 22 can improve the stability of the hoop.

[0046] Example 2:

[0047] Based on the above embodiment one, in order to improve the seismic performance of the reinforcement mechanism, the following structure will be set up.

[0048] Specifically, a fixing plate 11 is welded to one side of both the left hoop 20 and the right hoop 12. A damper 10 is hinged between the fixing plate 11 and the lower hoop 4. The damper 10 can play a shock absorption role, thereby improving the seismic resistance of the reinforced structure. Two mounting plates 21 are fixed to the outer wall of the damper 10, and a buffer spring 9 is installed between the two mounting plates 21. The buffer spring 9 is made of stainless steel. When the damper 10 is compressed, it will squeeze the buffer spring 9, causing the buffer spring 9 to be compressed, thereby playing a buffering role.

[0049] Example 3:

[0050] Based on the above embodiment one, in order to facilitate the installation of the hoop, it is necessary to position the hoop, so the following structure will be set.

[0051] See Figure 1 , Figure 3 , Figure 6 , Figure 7 and Figure 8 The top of the two lower hoop rings 4 and one side of the left hoop ring 20 are provided with positioning grooves 7. The bottom of the two upper hoop rings 3 and one side of the right hoop ring 12 are provided with positioning blocks 8. The positioning blocks 8 are adapted to the positioning grooves 7. When the positioning blocks 8 are inserted into the positioning grooves 7, the lower hoop rings 4 and the upper hoop rings 3 can be positioned. The left hoop ring 20 and the right hoop ring 12 can also be positioned by the positioning blocks 8 and the positioning grooves 7.

[0052] The working principle of this utility model is as follows: First, when a reinforcement structure is required, the worker can place the upper hoop 3 and the lower hoop 4 onto the crossbeam 2, and insert the positioning block 8 at the bottom of the upper hoop 3 into the positioning groove 7 to position the upper hoop 3 and the lower hoop 4. Then, the first locking bolt 5 is screwed into the upper hoop 3 and the lower hoop 4, and then the first anti-loosening nut 6 is screwed onto the first locking bolt 5, thereby locking and fixing the upper hoop 3 and the lower hoop 4. After that, the left hoop 20 and the right hoop 12 are placed on the crossbeam 2. On column 1, the positioning block 8 of the right hoop 12 is inserted into the positioning groove 7. Then, the second locking bolt 13 is screwed into the left hoop 20 and the right hoop 12. Then, the second anti-loosening nut 14 is screwed onto the second locking bolt 13, thereby locking and fixing the right hoop 12 and the left hoop 20. After the upper hoop 3, lower hoop 4, left hoop 20 and right hoop 12 are installed, they can play a reinforcing role. The anti-slip pad 22 can improve the stability of the upper hoop 3, lower hoop 4, left hoop 20 and right hoop 12.

[0053] Because the limiting plate 19 can limit the insertion plate 16, preventing it from moving out of the slot 15 at will, when replacing the damaged or aged anti-slip pad 22, the worker must first remove the reinforcing structure, then turn the third anti-loosening nut 18 to unscrew it from the threaded post 17. Then, the limiting plate 19 can be pulled to move it off the threaded post 17, freeing it from limiting the insertion plate 16. The insertion plate 16 can then be removed to replace the anti-slip pad 22. Finally, the new insertion plate 16 and anti-slip pad 22 are inserted. Insert it into the slot 15, then put the limiting plate 19 on the threaded post 17. After that, the worker can put the third anti-loosening nut 18 on the threaded post 17 and rotate the third anti-loosening nut 18. After tightening the third anti-loosening nut 18 and fitting it with the limiting plate 19, the limiting plate 19 can be limited to prevent it from moving at will, so that the limiting plate 19 can stably limit the insertion plate 16. After replacing the anti-slip pad 22, the worker can repeat the above steps to install the upper hoop 3, lower hoop 4, left hoop 20 and right hoop 12 on the antique building to play a reinforcing role.

[0054] When the reinforced structure is subjected to vibration, the damper 10 is compressed and squeezes the buffer spring 9, causing the buffer spring 9 to be compressed. The cooperation between the damper 10 and the buffer spring 9 can play a role in shock absorption and buffering.

[0055] Although embodiments of the present invention have been shown and described, these specific embodiments are merely explanations of the present invention and are not intended to limit the invention. The specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples. After reading this specification, those skilled in the art may make modifications, substitutions, and variations to the embodiments as needed without departing from the principles and spirit of the present invention, provided that such modifications, substitutions, and variations are within the scope of the claims of the present invention and are protected by patent law.

Claims

1. A seismic reinforcement structure for an antique-style building, comprising columns (1), characterized in that: A crossbeam (2) is installed on the column (1), and two upper hoop rings (3) and lower hoop rings (4) are respectively fitted on the crossbeam (2). A left hoop ring (20) and a right hoop ring (12) are respectively fitted on the outer wall of the column (1). Slots (15) are opened on the inner walls of the left hoop ring (20) and the right hoop ring (12) and the inner walls of the upper hoop ring (3) and the lower hoop ring (4). A plate (16) is inserted into the slot (15). Two threaded posts (17) are fixed on the top of the left hoop ring (20) and the right hoop ring (12) and one side of the upper hoop ring (3) and the lower hoop ring (4). A limiting plate (19) and a third anti-loosening nut (18) are respectively fitted on the outer wall of the threaded post (17).

2. The seismic reinforcement structure for an antique-style building according to claim 1, characterized in that: A fixing plate (11) is welded to one side of both the left hoop (20) and the right hoop (12), and a damper (10) is hinged between the fixing plate (11) and the lower hoop (4).

3. The seismic reinforcement structure for an antique-style building according to claim 2, characterized in that: The outer wall of the damper (10) is fixed with two mounting plates (21), and a buffer spring (9) is installed between the two mounting plates (21).

4. The seismic reinforcement structure for an antique-style building according to claim 1, characterized in that: Positioning grooves (7) are provided on the top of the two lower hoops (4) and on one side of the left hoop (20). Positioning blocks (8) are installed on the bottom of the two upper hoops (3) and on one side of the right hoop (12). The positioning blocks (8) are adapted to the positioning grooves (7).

5. The seismic reinforcement structure for an antique-style building according to claim 1, characterized in that: The inner wall of the insert plate (16) is fitted with an anti-slip pad (22).

6. The seismic reinforcement structure for an antique-style building according to claim 1, characterized in that: The insert plate (16) is adapted to the slot (15).

7. The seismic reinforcement structure for an antique-style building according to claim 1, characterized in that: One side of the left hoop (20) is attached to one side of the right hoop (12), and a second locking bolt (13) is installed between the left hoop (20) and the right hoop (12).

8. The seismic reinforcement structure for an antique-style building according to claim 7, characterized in that: One end of the second locking bolt (13) is threaded with a second anti-loosening nut (14), and one end of the second anti-loosening nut (14) is in contact with the left hoop (20).

9. The seismic reinforcement structure for an antique-style building according to claim 1, characterized in that: The bottom of the upper hoop (3) fits against the top of the lower hoop (4), and a first locking bolt (5) is installed between the upper hoop (3) and the lower hoop (4).

10. The seismic reinforcement structure for an antique-style building according to claim 9, characterized in that: One end of the first locking bolt (5) is threadedly connected to a first anti-loosening nut (6), and the top of the first anti-loosening nut (6) is in contact with the lower hoop (4).

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