CN217999052U - Ancient building tenon fourth of twelve earthly branches node reinforced structure - Google Patents
Ancient building tenon fourth of twelve earthly branches node reinforced structure Download PDFInfo
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- CN217999052U CN217999052U CN202221499941.0U CN202221499941U CN217999052U CN 217999052 U CN217999052 U CN 217999052U CN 202221499941 U CN202221499941 U CN 202221499941U CN 217999052 U CN217999052 U CN 217999052U
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 52
- 230000002787 reinforcement Effects 0.000 claims abstract description 44
- 230000000694 effects Effects 0.000 abstract description 9
- 238000005381 potential energy Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 230000003139 buffering effect Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
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Abstract
The application discloses ancient building tenon fourth of twelve earthly branches node reinforced structure relates to the building technical field modelled after an antique, improves the poor problem of antidetonation effect of tenon fourth of twelve earthly branches node, including stand and crossbeam, the both sides of stand and crossbeam all are provided with the reinforcement piece, through first reinforcement ring fixed mounting between the both ends of reinforcement piece and the crossbeam, the below fixed mounting that the stand surface is located the crossbeam has the second to consolidate the ring, one side of second reinforcement ring is rotated and is installed the antidetonation subassembly, the one end that the second reinforcement ring was kept away from to the antidetonation subassembly is rotated and is installed the mounting panel, the bottom fixed mounting of mounting panel and first reinforcement ring. This application can connect the reinforcement to the node of stand and crossbeam through the setting of reinforcing piece and first reinforcement ring, improves the intensity of tenon fourth of the twelve earthly branches node, through the setting of second reinforcement ring and antidetonation subassembly, can improve the antidetonation effect of tenon fourth of the twelve earthly branches node, reduces the condition that tenon fourth of the twelve earthly branches node takes place to warp and drop.
Description
Technical Field
The application relates to the field of archaize buildings, in particular to an ancient building tenon fourth of twelve earthly branches node reinforced structure.
Background
The ancient Chinese building is built by main components such as upright columns, cross beams, purlins and the like in a structural mode of taking woods, bricks and tiles as main building materials and taking a wood frame structure as a main structure, and joints among the components are matched through mortise and tenon joints to form a frame with high elasticity.
Along with ligneous ageing among the mortise and tenon structure, the stability of mortise and tenon node department can worsen gradually, in order to improve the stability of mortise and tenon node department, can add reinforced structure at mortise and tenon node department usually among the prior art, current reinforced structure is most for rigid reinforced structure, does not possess the buffering energy dissipation effect, when receiving external force influences such as earthquakes, and mortise and tenon node department can receive great impact, takes place easily to warp and drops.
In realizing this application process, the inventor finds that there is following problem at least in this technique, and the antidetonation effect of tenon fourth of twelve earthly branches node is poor, consequently, provides an ancient building tenon fourth of twelve earthly branches node reinforced structure now.
SUMMERY OF THE UTILITY MODEL
In order to improve the poor problem of antidetonation effect of tenon fourth of twelve earthly branches node, this application provides an ancient building tenon fourth of twelve earthly branches node reinforced structure.
The application provides an ancient building tenon fourth of twelve earthly branches node reinforced structure adopts following technical scheme:
the reinforcing structure for the tenon-and-mortise joints of the ancient building comprises upright posts and cross beams connected to the upright posts in a tenon-and-mortise mode, wherein reinforcing plates are arranged on two sides of each of the upright posts and the cross beams, the reinforcing plates are arranged along the length direction of the cross beams, first reinforcing rings are arranged on the peripheries of the two cross beams, and the first reinforcing rings are fixedly arranged between the end parts of the two reinforcing plates;
the surface of the upright post is fixedly provided with a second reinforcing ring below the cross beam, one side of the second reinforcing ring is rotatably provided with an anti-seismic assembly, one end, far away from the second reinforcing ring, of the anti-seismic assembly is rotatably provided with a mounting plate, and the mounting plate is fixedly mounted at the bottom of the first reinforcing ring.
Through adopting above-mentioned technical scheme, through the setting of reinforcing piece and first reinforcement ring, can connect the reinforcement to the node of stand and crossbeam, improve the intensity of tenon fourth of twelve earthly branches node, through the setting of second reinforcement ring and antidetonation subassembly, when tenon fourth of twelve earthly branches node received external force vibrations, the subassembly of combatting earthquake can the atress warp to absorb the buffering to the impact potential energy, reduce the influence that tenon fourth of twelve earthly branches node received, improve the antidetonation effect of tenon fourth of twelve earthly branches node, reduce the condition that tenon fourth of twelve earthly branches node takes place to warp and drops.
Optionally, the inner surface of the reinforcing plate is provided with a first anti-skid pad.
Through adopting above-mentioned technical scheme, first slipmat can increase the frictional force between reinforcement piece and stand and the crossbeam.
Optionally, the first reinforcing ring includes two U-shaped pieces disposed opposite to each other, and the two U-shaped pieces are fixedly mounted by a preset first bolt.
Through adopting above-mentioned technical scheme, through the setting of U type piece and first bolt, be convenient for consolidate first reinforcement ring cover on reinforcement piece and crossbeam.
Optionally, the inner surface of the U-shaped sheet is provided with a second anti-slip pad.
Through adopting above-mentioned technical scheme, through the setting of second slipmat, can increase the frictional force between first reinforcement ring and crossbeam and the reinforcement piece.
Optionally, the second reinforcing ring includes two arc-shaped pieces that are arranged oppositely, and two arc-shaped pieces are fixedly installed through a preset second bolt.
Through adopting above-mentioned technical scheme, through the setting of arc piece and second bolt, be convenient for fix the second reinforcement ring cover on the stand.
Optionally, the inner surface of the arc-shaped piece is provided with a third anti-skidding pad.
Through adopting above-mentioned technical scheme, through the setting of third slipmat, can increase the frictional force between second reinforcing ring and the stand.
Optionally, the anti-seismic assembly includes a telescopic rod hinged between the second reinforcing ring and the mounting plate, and a spring sleeved outside the telescopic rod.
Through adopting above-mentioned technical scheme, can absorb the subduct to the impact potential energy through the deformation of spring, when the spring warp, the telescopic link can play the supporting role to the spring, reduces the crooked condition of spring.
Optionally, the mounting plate is fixedly mounted with the first reinforcing ring through a preset third bolt.
Through adopting above-mentioned technical scheme, can carry out the dismouting with mounting panel and first reinforcement ring through the third bolt.
In summary, the present application has the following beneficial effects:
1. according to the method, the nodes of the upright post and the cross beam can be connected and reinforced through the arrangement of the reinforcing sheet and the first reinforcing ring, so that the strength of the mortise and tenon joint is improved;
2. this application is through the setting of second reinforcement ring and antidetonation subassembly, and when tenon fourth of twelve earthly branches node received external force vibrations, the subassembly of combatting earthquake can the atress warp to absorb the buffering to the impact potential energy, reduce the influence that tenon fourth of twelve earthly branches node received, improve the antidetonation effect of tenon fourth of twelve earthly branches node, reduce the condition that tenon fourth of twelve earthly branches node takes place to warp and drop.
Drawings
Fig. 1 is a schematic view of the overall structure of the present application.
Fig. 2 is a schematic top view of the present application.
Fig. 3 is a left side view of the first reinforcement ring of the present application.
Fig. 4 is a schematic top view of a second reinforcement ring of the present application.
Description of reference numerals:
1. a column; 2. a cross beam; 3. a reinforcing sheet; 31. a first non-slip mat; 4. a first reinforcement ring; 41. a U-shaped sheet; 42. a first bolt; 43. a second non-slip mat; 5. a second reinforcement ring; 51. an arc-shaped sheet; 52. a second bolt; 53. a third anti-skid pad; 6. an anti-seismic assembly; 61. a telescopic rod; 62. a spring; 7. mounting a plate; 71. and a third bolt.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
Referring to fig. 1-2, an ancient building tenon fourth of twelve earthly branches node reinforced structure, including stand 1 and crossbeam 2 of mortise-tenon joint on stand 1, the both sides of stand 1 and crossbeam 2 all are provided with reinforcement plate 3, and the internal surface of reinforcement plate 3 is provided with first slipmat 31, and first slipmat 31 can increase the frictional force between reinforcement plate 3 and stand 1 and crossbeam 2, and reinforcement plate 3 arranges along the length direction of crossbeam 2, and two 2 peripheries of crossbeam all are equipped with first strengthening ring 4, and first strengthening ring 4 fixed mounting is between the tip of two reinforcement plates 3.
When the installation, arrange two reinforcement pieces 3 in the both sides of stand 1 and crossbeam 2 along the length direction of crossbeam 2 earlier, then fix two first reinforcement rings 4 respectively at the both ends of reinforcement piece 3, through the setting of reinforcement piece 3 and first reinforcement ring 4, can connect the reinforcement to the node of stand 1 and crossbeam 2, improve the intensity of tenon fourth of the twelve earthly branches node.
Referring to fig. 3, the first reinforcing ring 4 includes two U-shaped pieces 41 arranged oppositely, the two U-shaped pieces 41 are fixedly installed by a preset first bolt 42, the first reinforcing ring 4 is conveniently sleeved on the reinforcing piece 3 and the cross beam 2 for reinforcement by the arrangement of the U-shaped pieces 41 and the first bolt 42, a second anti-skid pad 43 is arranged on the inner surface of the U-shaped pieces 41, and the friction force between the first reinforcing ring 4 and the cross beam 2 and the reinforcing piece 3 can be increased by the arrangement of the second anti-skid pad 43.
Referring to fig. 1, a second reinforcing ring 5 is fixedly installed on the surface of the upright post 1 below the cross beam 2, an anti-seismic assembly 6 is rotatably installed on one side of the second reinforcing ring 5, an installation plate 7 is rotatably installed on one end of the anti-seismic assembly 6 far away from the second reinforcing ring 5, and the installation plate 7 is fixedly installed with the first reinforcing ring 4 through a preset third bolt 71.
After first reinforcement ring 4 installation is accomplished, install second reinforcement ring 5 on stand 1, then rotate antidetonation subassembly 6 and use third bolt 71 to fix mounting panel 7 and first reinforcement ring 4, make antidetonation subassembly 6 support in the antidetonation of tenon fourth of twelve earthly branches node, through the setting of second reinforcement ring 5 with antidetonation subassembly 6, when tenon fourth of twelve earthly branches node received external force vibrations, antidetonation subassembly 6 can the atress warp, and absorb the buffering to the impact potential energy, reduce the influence that tenon fourth of twelve earthly branches node received, improve the antidetonation effect of tenon fourth of twelve earthly branches node, reduce the condition that tenon fourth of twelve earthly branches node takes place to warp and drop.
Wherein, antidetonation subassembly 6 is established the outside spring 62 of telescopic link 61 including the telescopic link 61 and the cover that articulate between second reinforcing ring 5 and mounting panel 7, can absorb the subduction to the impact potential energy through the deformation of spring 62, and when spring 62 warp, telescopic link 61 can play the supporting role to spring 62, reduces the crooked condition of spring 62.
Referring to fig. 4, the second reinforcing ring 5 includes two arc-shaped pieces 51 which are arranged oppositely, the two arc-shaped pieces 51 are fixedly mounted by a preset second bolt 52, the second reinforcing ring 5 is fixed on the upright post 1 conveniently by the arrangement of the arc-shaped pieces 51 and the second bolt 52, a third sliding pad 53 is arranged on the inner surface of the arc-shaped pieces 51, and the friction force between the second reinforcing ring 5 and the upright post 1 can be increased by the arrangement of the third sliding pad 53.
The implementation principle of the application is as follows: during installation, the two reinforcing plates 3 are arranged on two sides of the upright post 1 and the cross beam 2 along the length direction of the cross beam 2, then the two first reinforcing rings 4 are fixed at two ends of the reinforcing plates 3 respectively, then the second reinforcing ring 5 is installed on the upright post 1, then the anti-seismic assembly 6 is rotated and the mounting plate 7 and the first reinforcing rings 4 are fixed by using the third bolts 71, so that the anti-seismic assembly 6 is subjected to anti-seismic support at the mortise and tenon joint, the joints of the upright post 1 and the cross beam 2 can be connected and reinforced through the arrangement of the reinforcing plates 3 and the first reinforcing rings 4, the strength of the mortise and tenon joint is improved, and through the arrangement of the second reinforcing rings 5 and the anti-seismic assembly 6, when the mortise and tenon joint is subjected to external shock, the anti-seismic assembly 6 can deform under stress, impact potential energy is absorbed and buffered, the influence on the mortise and tenon joint is reduced, the anti-seismic effect of the mortise and the situation that the mortise and tenon joint deforms and falls off is reduced.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides an ancient building tenon fourth of twelve earthly branches node reinforced structure, includes crossbeam (2) of stand (1) and tenon fourth of twelve earthly branches connection on stand (1), its characterized in that: reinforcing plates (3) are arranged on two sides of the upright post (1) and the cross beam (2), the reinforcing plates (3) are arranged along the length direction of the cross beam (2), first reinforcing rings (4) are arranged on the peripheries of the two cross beams (2), and the first reinforcing rings (4) are fixedly arranged between the end parts of the two reinforcing plates (3);
the utility model discloses a fixed mounting of post (1) surface below that is located crossbeam (2) has second reinforcement ring (5), one side of second reinforcement ring (5) is rotated and is installed antidetonation subassembly (6), the one end that second reinforcement ring (5) were kept away from in antidetonation subassembly (6) is rotated and is installed mounting panel (7), the bottom fixed mounting of mounting panel (7) and first reinforcement ring (4).
2. The ancient building tenon fourth of twelve earthly branches node reinforced structure of claim 1, characterized in that: the inner surface of the reinforcing sheet (3) is provided with a first anti-skid pad (31).
3. The ancient building tenon fourth of twelve earthly branches node reinforced structure of claim 1, characterized in that: the first reinforcing ring (4) comprises two U-shaped sheets (41) which are arranged oppositely, and the two U-shaped sheets (41) are fixedly installed through a preset first bolt (42).
4. The ancient building tenon fourth of twelve earthly branches node reinforced structure of claim 3, characterized in that: and a second anti-skid pad (43) is arranged on the inner surface of the U-shaped sheet (41).
5. The ancient building tenon fourth of twelve earthly branches node reinforced structure of claim 1, characterized in that: the second reinforcing ring (5) comprises two arc-shaped sheets (51) which are arranged oppositely, and the two arc-shaped sheets (51) are fixedly installed through a preset second bolt (52).
6. The ancient building tenon fourth of twelve earthly branches node reinforced structure of claim 5, characterized in that: and a third anti-skidding pad (53) is arranged on the inner surface of the arc-shaped sheet (51).
7. The ancient building tenon fourth of twelve earthly branches node reinforced structure of claim 1, characterized in that: the anti-seismic assembly (6) comprises a telescopic rod (61) hinged between the second reinforcing ring (5) and the mounting plate (7) and a spring (62) sleeved outside the telescopic rod (61).
8. The ancient building tenon fourth of twelve earthly branches node reinforced structure of claim 1, characterized in that: the mounting plate (7) is fixedly mounted with the first reinforcing ring (4) through a preset third bolt (71).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221499941.0U CN217999052U (en) | 2022-06-15 | 2022-06-15 | Ancient building tenon fourth of twelve earthly branches node reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221499941.0U CN217999052U (en) | 2022-06-15 | 2022-06-15 | Ancient building tenon fourth of twelve earthly branches node reinforced structure |
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| CN217999052U true CN217999052U (en) | 2022-12-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202221499941.0U Active CN217999052U (en) | 2022-06-15 | 2022-06-15 | Ancient building tenon fourth of twelve earthly branches node reinforced structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290897A (en) * | 2023-04-06 | 2023-06-23 | 延安大学 | A Reinforcement Method for Ancient Buildings That Can Improve the Anti-seismic Effect |
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2022
- 2022-06-15 CN CN202221499941.0U patent/CN217999052U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290897A (en) * | 2023-04-06 | 2023-06-23 | 延安大学 | A Reinforcement Method for Ancient Buildings That Can Improve the Anti-seismic Effect |
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