CN215168343U - Shock resistance ancient building foundation reinforced structure - Google Patents

Shock resistance ancient building foundation reinforced structure Download PDF

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Publication number
CN215168343U
CN215168343U CN202121179575.6U CN202121179575U CN215168343U CN 215168343 U CN215168343 U CN 215168343U CN 202121179575 U CN202121179575 U CN 202121179575U CN 215168343 U CN215168343 U CN 215168343U
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CN
China
Prior art keywords
ancient building
carriage
inner cavity
supporting
building body
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Expired - Fee Related
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CN202121179575.6U
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Chinese (zh)
Inventor
韦昱鑫
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Guangxi University Xingjian College of Science and Liberal Arts
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Guangxi University Xingjian College of Science and Liberal Arts
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Priority to CN202121179575.6U priority Critical patent/CN215168343U/en
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Publication of CN215168343U publication Critical patent/CN215168343U/en
Expired - Fee Related legal-status Critical Current
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Abstract

The utility model discloses an earthquake resistance ancient building basis reinforced structure, including concrete layer and ancient building body, concrete layer's inside has the carriage that cooperatees and use with ancient building body through seting up pre-buried groove fixed mounting, the equal fixed mounting in both sides of carriage inner chamber has U type support frame, two be provided with the backup pad that is used for supporting ancient building body between the U type support frame inner chamber, the bottom fixed mounting of carriage inner chamber has spring damper, the utility model relates to an ancient building maintains technical field. This shock resistance ancient building basis reinforced structure makes ancient building have fine support and spacing effect, and the stability that keeps ancient building body that can be fine when taking place earthquake or great vibrations avoids ancient building to collapse along with the damage on ground when taking place earthquake drawback to ancient building's stability has been strengthened greatly, and then satisfied people's user demand.

Description

Shock resistance ancient building foundation reinforced structure
Technical Field
The utility model relates to an ancient building maintains technical field, specifically is an earthquake resistance ancient building basis reinforced structure.
Background
In China, a large number of ancient buildings with historical values and epoch meanings exist, potential safety hazards of different stratification degrees and even the possibility of damage appear when years of historical past ceremonies are introduced into the late years, and measures are urgently needed to be taken to reinforce and repair the ancient buildings. The ancient buildings mostly adopt brick-concrete structures and wood structures, and due to the fact that the service life is long, various corrosion, material aging, damage in the using process and the like occur, the bearing capacity is insufficient, the ancient buildings need to be correctly reinforced, repaired and maintained, but the existing reinforcement structure for the earthquake-resistant ancient buildings has certain defects.
The existing stability to ancient building foundation structure is relatively poor, its bottom all is direct use concrete or even earth to support usually, lead to the ancient building body to collapse with the concrete or the earth of bottom easily when taking place the earthquake, cause economic huge loss, and current shock attenuation facility to ancient building reinforced structure is relatively poor, can not be fine carry out shock attenuation protection to ancient building, lead to the produced vibrations of earthquake directly to cause the damage to ancient building body, thereby the life-span of ancient building has been reduced.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides an earthquake resistance ancient building basis reinforced structure has solved current ancient building reinforced structure and can not be fine carry out shock attenuation protection and the relatively poor problem of stability to ancient building.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: an earthquake resistant ancient building foundation reinforcing structure comprises a concrete layer and an ancient building body, wherein a supporting frame matched with the ancient building body for use is fixedly installed inside the concrete layer through arranging pre-buried grooves, U-shaped supporting frames are fixedly installed on two sides of an inner cavity of the supporting frame, a supporting plate used for supporting the ancient building body is arranged between the inner cavities of the two U-shaped supporting frames, a spring damper is fixedly installed at the bottom of the inner cavity of the supporting frame, the spring damper is provided with a plurality of supporting frames which are uniformly distributed at the bottom of the inner cavity of the supporting frame in an equidistant mode, a limiting sleeve is fixedly installed at the top of the spring damper, sliding grooves are arranged on two sides of the inner cavity of the limiting sleeve, a sliding block is connected to the inner cavity of each sliding groove in a sliding mode, tooth plates are fixedly connected to one side of each sliding block through a connecting piece, and gears meshed with the tooth plates are arranged between the two tooth plates, the back of gear is rotated through the bearing and is connected with L type connecting rod, the one end of L type connecting rod runs through limit sleeve and extends to limit sleeve's outside, the bottom fixed connection of the one end that L type connecting rod extends to limit sleeve outside and backup pad, the top of tooth dental lamina and the equal fixed mounting in bottom have the stabilizer bar.
Preferably, the one end of stabilizer bar is provided with the rubber sleeve, the opening with stabilizer bar and rubber sleeve looks adaptation is all seted up with the bottom in limit sleeve's top.
Preferably, the buffer columns are fixedly mounted on two sides of the bottom of the supporting plate and on one side of the limiting sleeve, and one ends of the buffer columns are fixedly connected with the bottom of the inner cavity of the supporting frame.
Preferably, the bottom fixedly connected with first spacing post of carriage, first spacing post is provided with a plurality ofly and is equidistance evenly distributed in the bottom of carriage.
Preferably, the equal fixed mounting in both sides on carriage surface has the spacing post of second, the spacing post of second is provided with a plurality ofly and is equidistance evenly distributed in the both sides on carriage surface.
Preferably, the top of the supporting frame is provided with an opening matched with the ancient building body.
Advantageous effects
The utility model provides an earthquake resistance ancient building basis reinforced structure. Compared with the prior art, the method has the following beneficial effects:
(1) the earthquake resistant ancient building foundation reinforcing structure comprises a U-shaped supporting frame fixedly mounted on two sides of an inner cavity of the supporting frame, a tooth plate fixedly connected to one side of a sliding block through a connecting piece, a gear meshed with the tooth plate is arranged between the two tooth plates, the back of the gear is rotatably connected with an L-shaped connecting rod through a bearing, one end of the L-shaped connecting rod penetrates through a limiting sleeve and extends to the outside of the limiting sleeve, one end of the L-shaped connecting rod extending to the outside of the limiting sleeve is fixedly connected with the bottom of a supporting plate, and stabilizing rods are fixedly mounted on the top and the bottom of the tooth plate, so that the ancient building has good supporting and limiting effects, can well keep the stability of an ancient building body when an earthquake or a large shock occurs, avoids the defect that the ancient building collapses along with the damage of the ground when the earthquake occurs, and greatly enhances the stability of the ancient building, thereby meeting the use requirements of people.
(2) This shock resistance ancient building basis reinforced structure, bottom fixed mounting through the carriage inner chamber has spring damper, spring damper is provided with a plurality ofly and is equidistance evenly distributed in the bottom of carriage inner chamber, the both sides of backup pad bottom and the equal fixed mounting in one side that are located spacing sleeve have the buffering post, the one end of buffering post and the bottom fixed connection of carriage inner chamber, make the ancient building have better shock attenuation effect when taking place earthquake or great vibrations, can avoid the produced vibrations direct transmission of earthquake to lead to the ancient building to receive the drawback of damage on the ancient building, thereby effectively protect the ancient building, and then the life-span of ancient building has been prolonged.
Drawings
Fig. 1 is a schematic external structural view of the present invention;
FIG. 2 is an enlarged view of a portion A of FIG. 1;
fig. 3 is a sectional view of the structure of the limiting sleeve of the present invention;
fig. 4 is a top view of the internal structure of the limiting sleeve of the present invention.
In the figure: 1. a concrete layer; 2. an ancient building body; 3. a support frame; 4. a U-shaped support frame; 5. a support plate; 6. a spring damper; 7. a limiting sleeve; 8. a chute; 9. a slider; 10. a tooth plate; 11. a gear; 12. an L-shaped connecting rod; 13. a stabilizer bar; 14. a rubber sleeve; 15. a port; 16. a buffer column; 17. a first limit post; 18. a second limit post; 19. and (4) opening.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: an earthquake-resistant ancient building foundation reinforcing structure comprises a concrete layer 1 and an ancient building body 2, wherein a supporting frame 3 matched with the ancient building body 2 for use is fixedly installed inside the concrete layer 1 through arranging an embedded groove, U-shaped supporting frames 4 are fixedly installed on two sides of an inner cavity of each supporting frame 3, rubber pads are arranged in inner cavities of the U-shaped supporting frames 4, a supporting plate 5 used for supporting the ancient building body 2 is arranged between the inner cavities of the two U-shaped supporting frames 4, spring dampers 6 are fixedly installed at the bottoms of the inner cavities of the supporting frames 3, the spring dampers 6 are provided with a plurality of spring dampers which are uniformly distributed at the bottoms of the inner cavities of the supporting frames 3 in an equidistant mode, a limiting sleeve 7 is fixedly installed at the top of each spring damper 6, sliding grooves 8 are formed in two sides of the inner cavity of the limiting sleeve 7, sliding blocks 9 are slidably connected to the inner cavity of the sliding grooves 8, and tooth plates 10 are fixedly connected to one sides of the sliding blocks 9 through connecting pieces, a gear 11 engaged with the toothed plates 10 is arranged between the two toothed plates 10, the back of the gear 11 is rotatably connected with an L-shaped connecting rod 12 through a bearing, one end of the L-shaped connecting rod 12 penetrates through the limiting sleeve 7 and extends to the outside of the limiting sleeve 7, one end of the L-shaped connecting rod 12 extending to the outside of the limiting sleeve 7 is fixedly connected with the bottom of the supporting plate 5, the top and the bottom of the toothed plates 10 are both fixedly provided with a stabilizing rod 13, one end of the stabilizing rod 13 is provided with a rubber sleeve 14, the rubber sleeve 14 is made of rubber and has certain elasticity and better anti-skid effect, the top and the bottom of the limiting sleeve 7 are both provided with through holes 15 matched with the stabilizing rod 13 and the rubber sleeve 14, buffer columns 16 are both fixedly arranged on two sides of the bottom of the supporting plate 5 and on one side of the limiting sleeve 7, one end of each buffer column 16 is fixedly connected with the bottom of the inner cavity of the supporting frame 3, the first spacing post 17 of bottom fixedly connected with of carriage 3, first spacing post 17 are provided with a plurality ofly and are equidistance evenly distributed in the bottom of carriage 3, and the equal fixed mounting in both sides on carriage 3 surface has the spacing post 18 of second, and the spacing post 18 of second is provided with a plurality ofly and is equidistance evenly distributed in the both sides on carriage 3 surface, and the opening 19 with 2 looks adaptations of ancient building body is seted up at the top of carriage 3.
And those not described in detail in this specification are well within the skill of those in the art.
When earthquake or great vibrations take place, because the rocking that the earthquake brought can make ancient building body 2 be about or rock from top to bottom, because rocking of ancient building body 2 will drive backup pad 5 and rock about or, will drive L type connecting rod 12 when rocking about the emergence of ancient building body 2 reciprocates, thereby drive gear 11 and reciprocate, will drive tooth board 10 and stabilizer bar 13 through reciprocating of gear 11 and reciprocate, reciprocate through stabilizer bar 13 and make stabilizer bar 13 and backup pad 5's bottom and the inner chamber of carriage 3 contact, reach the stability to backup pad 5 and ancient building body 2, reach the buffering to ancient building body 2 that can be better simultaneously through spring damper 6 and the cooperation of cushion column 16.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides an earthquake resistance ancient building basis reinforced structure, includes concrete layer (1) and ancient building body (2), its characterized in that: the inner part of the concrete layer (1) is fixedly provided with a supporting frame (3) matched with the ancient building body (2) for use by arranging pre-buried grooves, the two sides of the inner cavity of the supporting frame (3) are fixedly provided with U-shaped supporting frames (4), a supporting plate (5) used for supporting the ancient building body (2) is arranged between the two inner cavities of the U-shaped supporting frames (4), the bottom of the inner cavity of the supporting frame (3) is fixedly provided with a spring damper (6), the spring damper (6) is provided with a plurality of supporting plates which are uniformly distributed at the bottom of the inner cavity of the supporting frame (3) in an equidistance manner, the top of the spring damper (6) is fixedly provided with a limiting sleeve (7), the two sides of the inner cavity of the limiting sleeve (7) are respectively provided with a sliding groove (8), the inner cavity of the sliding groove (8) is slidably connected with a sliding block (9), one side of the sliding block (9) is fixedly connected with a toothed plate (10) through a connecting piece, two be provided with between tooth dental lamina (10) with tooth dental lamina (10) engaged with gear (11), the back of gear (11) is rotated through the bearing and is connected with L type connecting rod (12), the outside that stop collar (7) and extend to stop collar (7) is run through to the one end of L type connecting rod (12), the bottom fixed connection of the one end that L type connecting rod (12) extend to stop collar (7) outside and backup pad (5), the top and the equal fixed mounting in bottom of tooth dental lamina (10) have stabilizer bar (13).
2. The reinforcement structure for earthquake resistant ancient building foundation according to claim 1, wherein: one end of stabilizer bar (13) is provided with rubber sleeve (14), opening (15) with stabilizer bar (13) and rubber sleeve (14) looks adaptation are all seted up to the top and the bottom of stop sleeve (7).
3. The reinforcement structure for earthquake resistant ancient building foundation according to claim 1, wherein: the buffer device is characterized in that buffer columns (16) are fixedly mounted on two sides of the bottom of the supporting plate (5) and on one side of the limiting sleeve (7), and one ends of the buffer columns (16) are fixedly connected with the bottom of an inner cavity of the supporting frame (3).
4. The reinforcement structure for earthquake resistant ancient building foundation according to claim 1, wherein: the bottom fixedly connected with of carriage (3) is first spacing post (17), first spacing post (17) are provided with a plurality ofly and are equidistance evenly distributed in the bottom of carriage (3).
5. The reinforcement structure for earthquake resistant ancient building foundation according to claim 1, wherein: the equal fixed mounting in both sides on carriage (3) surface has spacing post of second (18), spacing post of second (18) are provided with a plurality ofly and are equidistance evenly distributed in both sides on carriage (3) surface.
6. The reinforcement structure for earthquake resistant ancient building foundation according to claim 1, wherein: the top of the supporting frame (3) is provided with an opening (19) matched with the ancient building body (2).
CN202121179575.6U 2021-05-30 2021-05-30 Shock resistance ancient building foundation reinforced structure Expired - Fee Related CN215168343U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121179575.6U CN215168343U (en) 2021-05-30 2021-05-30 Shock resistance ancient building foundation reinforced structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121179575.6U CN215168343U (en) 2021-05-30 2021-05-30 Shock resistance ancient building foundation reinforced structure

Publications (1)

Publication Number Publication Date
CN215168343U true CN215168343U (en) 2021-12-14

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114319415A (en) * 2021-12-21 2022-04-12 东南大学 Damping column composite foundation for subway station and damping method thereof
CN114411793A (en) * 2022-02-21 2022-04-29 日照海洋文旅建设发展有限公司 Anti-seismic foundation for pseudo-classic architecture

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114319415A (en) * 2021-12-21 2022-04-12 东南大学 Damping column composite foundation for subway station and damping method thereof
CN114411793A (en) * 2022-02-21 2022-04-29 日照海洋文旅建设发展有限公司 Anti-seismic foundation for pseudo-classic architecture
CN114411793B (en) * 2022-02-21 2024-04-26 日照海洋文旅建设发展有限公司 Antique building is with antidetonation ground

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Granted publication date: 20211214