CN220150983U - Anti-seismic reinforcing structure - Google Patents
Anti-seismic reinforcing structure Download PDFInfo
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- CN220150983U CN220150983U CN202321424523.XU CN202321424523U CN220150983U CN 220150983 U CN220150983 U CN 220150983U CN 202321424523 U CN202321424523 U CN 202321424523U CN 220150983 U CN220150983 U CN 220150983U
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- sliding
- plate
- seismic
- bottom plate
- seismic reinforcing
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 45
- 230000035939 shock Effects 0.000 claims abstract description 17
- 230000002787 reinforcement Effects 0.000 claims description 20
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 241001330002 Bambuseae Species 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 238000013016 damping Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 239000011435 rock Substances 0.000 abstract description 4
- 239000002023 wood Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000006096 absorbing agent Substances 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000004643 material aging Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model belongs to the technical field of civil engineering, in particular to an anti-seismic reinforcing structure, which comprises an anti-seismic reinforcing bottom plate and an anti-seismic reinforcing cylinder arranged above the anti-seismic reinforcing bottom plate in a sliding manner, wherein a fixed plate is arranged at the top end of the anti-seismic reinforcing bottom plate, a threaded rod is arranged on the fixed plate in a threaded manner, one end of the threaded rod is rotatably provided with a sliding plate, one side of the sliding plate is provided with a first telescopic rod, a first spring is sleeved on the first telescopic rod, one side of the sliding plate is hinged with two connecting rods, one side of the anti-seismic reinforcing cylinder is provided with a damping sliding rail, and two sliding blocks capable of sliding in opposite directions are slidably arranged on the damping sliding rail; through the first spring and the second spring that set up can make log cylinder when receiving vibrations and taking place to rock, play stable effect to it, increased its shock resistance, solved among the prior art only can consolidate it and can not improve its shock resistance's technical problem.
Description
Technical Field
The utility model belongs to the technical field of civil engineering, and particularly relates to an anti-seismic reinforcing structure.
Background
The existing large number of ancient buildings with historical value and time meaning in China enter the late year period after years of past years of gift washing, the potential safety hazards with different layering degrees and even are possibly bad, and measures are urgently needed to be taken for strengthening and repairing to preserve the ancient buildings. The ancient architecture adopts a brick-concrete structure and a wood structure, and has the defects of insufficient bearing capacity due to long service life, various corrosions, material aging, damage in the use process and the like, so that the ancient architecture needs to be correctly reinforced, repaired and maintained.
In the prior art, as the application number is CN202022362142.6, the antiknock reinforcing device for the ancient building is disclosed, the technical scheme is that the primary fixing is carried out by fixing two semicircular cylinder reinforcing bodies, and the two reinforcing rods are used for secondarily reinforcing the ancient building columns, so that the stability of fixing the ancient building columns is improved, and the problem that the reinforcing stability of the reinforcing device used at present is poor is solved; however, in the process of actual use, the semicircular cylinder reinforcing body can only increase the stability of the ancient building column, the shock resistance is poor, the ancient building column can shake in the left-right direction when being vibrated, and the ancient building column can be broken when shaking.
In order to solve the above problems, the present utility model provides an anti-seismic reinforcement structure.
Disclosure of Invention
To solve the problems set forth in the background art. The utility model provides an anti-seismic reinforcing structure which has the characteristics of better anti-seismic effect and capability of protecting log columns to a greater extent.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides an antidetonation reinforced structure, includes antidetonation reinforced bottom plate and the antidetonation reinforced cylinder of slip setting above it, has seted up on the antidetonation reinforced bottom plate with log cylinder diameter size unanimous logical groove for it can cup joint on the log cylinder, the fixed plate is installed on the top of antidetonation reinforced bottom plate, threaded rod is installed to the screw thread on the fixed plate, the sliding plate is installed in the one end rotation of threaded rod, first telescopic link is installed to one side of sliding plate, first spring has been cup jointed on the first telescopic link, two connecting rods are installed in articulated one side of sliding plate, shock-absorbing slide rail is installed to one side of antidetonation reinforced cylinder, but two sliding blocks in opposite directions are installed to the slip in the shock-absorbing slide rail, two through second spring coupling between the slider, two the one end of connecting rod respectively with one of them the slider articulates, the mounting panel is installed to one side of shock-absorbing slide rail, the one end of first telescopic link with the mounting panel is connected, and when taking place to shake the log takes place the effect and rocks, can drive and consolidate a section of thick bamboo and also rocks, rocks when rocking, and first spring and second spring can play very good effect and its very good shock-absorbing effect.
As the earthquake-resistant reinforcing structure is preferable, the four foundation bolts are arranged on the earthquake-resistant reinforcing bottom plate, the concrete embedded part is embedded below the earthquake-resistant reinforcing bottom plate, and then the foundation bolts are inserted into the concrete embedded part, so that the structure is fixed more stably, and the ground separation can be avoided when the structure is subjected to larger vibration.
As the earthquake-resistant reinforcing structure, two magnet plates and two iron plates are respectively arranged on the two earthquake-resistant reinforcing cylinders, the magnet plates and the magnet plates are respectively in corresponding contact, and the magnet plates are attracted to each other, so that the two earthquake-resistant reinforcing cylinders can be mutually close to each other, and the rotary log columns are hooped together.
As the earthquake-resistant reinforcing structure is preferable, the inner side of the earthquake-resistant reinforcing cylinder is provided with the shock pad, and the shock pad can play a certain role in buffering between the earthquake-resistant reinforcing cylinder and the log column, so that the log column is prevented from being secondarily injured due to direct collision between the earthquake-resistant reinforcing cylinder and the log column when the earthquake-resistant reinforcing cylinder is subjected to vibration.
As the earthquake-resistant reinforcing structure is preferable, the top end of the earthquake-resistant reinforcing bottom plate is provided with two sliding grooves, the bottom end of the sliding plate is provided with the sliding blocks matched with the sliding grooves, and the sliding blocks and the sliding grooves are matched to enable the sliding plate to slide at the top end of the earthquake-resistant reinforcing bottom plate so as to avoid deflection.
As the anti-seismic reinforcement structure is preferable, the second telescopic rod is arranged between the fixed plate and the sliding plate, the second telescopic rod is provided with the second fastening bolt, and the second fastening bolt can fix the length of the second telescopic rod after being screwed, so that the sliding plate is prevented from sliding to cause the threaded rod to reversely and automatically rotate.
Compared with the prior art, the utility model has the beneficial effects that:
1. the first spring and the second spring can stabilize the log column when the log column shakes due to vibration, so that the shock resistance of the log column is increased, and the technical problem that the shock resistance of the log column cannot be improved due to the fact that the log column can be reinforced in the prior art is solved;
2. the sliding plate can be pushed to move through the arranged threaded rod, so that the two anti-seismic reinforcing cylinders are extruded, and the anti-seismic reinforcing cylinders are fixed more stably.
Drawings
The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a front view of the present utility model;
FIG. 3 is a cross-sectional view of the present utility model;
fig. 4 is a top view of the present utility model.
In the figure: 1. a shock-resistant reinforcing bottom plate; 101. an anchor bolt; 2. a shock-resistant reinforcement cylinder; 201. a shock pad; 3. a fixing plate; 4. a threaded rod; 401. a sliding plate; 402. a first telescopic rod; 403. a first spring; 404. a connecting rod; 5. a second telescopic rod; 501. a second fastening bolt; 6. damping slide rail; 601. a slide block; 602. a second spring; 603. and (3) mounting a plate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The technical scheme in the embodiment of the utility model aims to solve the problems, and the overall thought is as follows:
referring to fig. 1-4, an earthquake-proof reinforcing structure comprises an earthquake-proof reinforcing bottom plate 1 and an earthquake-proof reinforcing cylinder 2 slidably arranged above the earthquake-proof reinforcing bottom plate 1, wherein the earthquake-proof reinforcing bottom plate 1 is identical to an earthquake-proof reinforcing bottom plate in a comparison document (application number: CN202022362142.6, the document name: an ancient building earthquake-proof reinforcing device), therefore, the earthquake-proof reinforcing bottom plate 1 is not described in detail herein, a fixing plate 3 is mounted at the top end, a threaded rod 4 is mounted on the fixing plate 3 in a threaded manner, a sliding plate 401 is rotatably mounted at one end of the threaded rod 4, a first telescopic rod 402 is mounted at one side of the sliding plate 401, a first spring 403 is sleeved on the first telescopic rod 402, two connecting rods 404 are hinged to one side of the sliding plate 401, a damping slide rail 6 is mounted at one side of the earthquake-proof reinforcing cylinder 2, two sliding blocks 601 are slidably mounted in the damping slide rail 6, one end of each connecting rod 404 is hinged with one sliding block 601 through a second spring 602, a mounting plate 603 is mounted at one side of the two connecting rods 402, one end of each connecting rod 603 is connected with one side 603 of the sliding rails 6, and the mounting plate 603 is mounted on the side of the sliding rails 6, thus the side of the mounting plate is not affected by the second spring 602.
In some examples, four anchor bolts 101 are mounted on the seismic reinforcement floor 1.
In some examples, two magnet plates and two iron plates are respectively mounted on the two anti-seismic reinforcement cylinders 2, and the two iron plates and the two magnet plates are respectively in corresponding contact.
In some examples, a shock absorber 201 is mounted inside the shock reinforcement cylinder 2.
As a preferable anti-seismic reinforcement structure of the utility model, the top end of the anti-seismic reinforcement bottom plate 1 is provided with two sliding grooves, and the bottom end of the sliding plate 401 is provided with sliding blocks matched with the sliding grooves.
In some examples, a second telescopic rod 5 is mounted between the fixed plate 3 and the sliding plate 401, and a second fastening bolt 501 is mounted on the second telescopic rod 5.
By adopting the technical scheme: the threaded rod 4 is rotated, so that two sliding plates 401 can be pushed to be close to each other, and then two damping sliding rails 6 can be pushed to be close to each other, and two anti-seismic reinforcement cylinders 2 can be pushed to be extruded each other when being close to each other, so that the round wood cylinder can be hooped on the inner side of the cylinder, after the second fastening bolt 501 is screwed up, the position of the sliding plates 401 can be fixed, when the round wood cylinder is vibrated, the round wood cylinder can be well stabilized under the action of the first spring 403 and the second spring 602, and severe shaking of the round wood cylinder is avoided, and breakage of the round wood cylinder is caused.
Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (6)
1. The utility model provides an antidetonation reinforced structure, includes antidetonation reinforcement bottom plate (1) and slides and set up antidetonation reinforcement section of thick bamboo (2) above that, its characterized in that: fixed plate (3) are installed on the top of antidetonation reinforcement bottom plate (1), threaded rod (4) are installed to the screw thread on fixed plate (3), sliding plate (401) are installed in the one end rotation of threaded rod (4), first telescopic link (402) are installed to one side of sliding plate (401), first spring (403) have been cup jointed on first telescopic link (402), two connecting rods (404) are installed in articulated one side of sliding plate (401), shock attenuation slide rail (6) are installed to one side of antidetonation reinforcement section of thick bamboo (2), but two slidable slider (601) in opposite directions are installed in shock attenuation slide rail (6), two connect through second spring (602) between slider (601), two one end of connecting rod (404) respectively with one of them slider (601) is articulated, mounting panel (603) are installed to one side of shock attenuation slide rail (6), one end of first telescopic link (402) with mounting panel (603) are connected.
2. The seismic reinforcement structure of claim 1, wherein: four foundation bolts (101) are arranged on the anti-seismic reinforcing bottom plate (1).
3. The seismic reinforcement structure of claim 1, wherein: two magnet plates and two iron plates are respectively arranged on the two anti-seismic reinforcement cylinders (2), and the two iron plates and the two magnet plates are respectively in corresponding contact.
4. The seismic reinforcement structure of claim 1, wherein: and a shock pad (201) is arranged on the inner side of the shock-resistant reinforcement cylinder (2).
5. The seismic reinforcement structure of claim 1, wherein: two sliding grooves are formed in the top end of the anti-seismic reinforcing bottom plate (1), and sliding blocks matched with the sliding grooves are arranged at the bottom end of the sliding plate (401).
6. The seismic reinforcement structure of claim 1, wherein: a second telescopic rod (5) is arranged between the fixed plate (3) and the sliding plate (401), and a second fastening bolt (501) is arranged on the second telescopic rod (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321424523.XU CN220150983U (en) | 2023-06-06 | 2023-06-06 | Anti-seismic reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321424523.XU CN220150983U (en) | 2023-06-06 | 2023-06-06 | Anti-seismic reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220150983U true CN220150983U (en) | 2023-12-08 |
Family
ID=89011495
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321424523.XU Active CN220150983U (en) | 2023-06-06 | 2023-06-06 | Anti-seismic reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220150983U (en) |
-
2023
- 2023-06-06 CN CN202321424523.XU patent/CN220150983U/en active Active
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