CN211597369U - Archaize building antidetonation column stone for market - Google Patents

Archaize building antidetonation column stone for market Download PDF

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Publication number
CN211597369U
CN211597369U CN201922015260.7U CN201922015260U CN211597369U CN 211597369 U CN211597369 U CN 211597369U CN 201922015260 U CN201922015260 U CN 201922015260U CN 211597369 U CN211597369 U CN 211597369U
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spherical surface
stone
concave spherical
column
mortar
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CN201922015260.7U
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王贵宾
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Haibo Bochuang Zhicheng Architectural Design Co ltd
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Haibo Bochuang Zhicheng Architectural Design Co ltd
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Abstract

The utility model discloses an archaizing building anti-seismic column stone for shopping malls, which comprises a stone mortar, wherein a central stone column is arranged in the stone mortar, the central stone column and the stone mortar are connected through a plurality of springs, a plurality of hydraulic damping devices are connected between the stone mortar and the central stone column, one end of each hydraulic damping device is connected with the central stone column through a first universal connecting structure, and the other end of each hydraulic damping device is connected with the stone mortar through a second universal connecting structure; the inner wall of the bottom of the stone mortar is provided with a first concave spherical surface, the bottom of the central stone column is provided with a second concave spherical surface, a damping seat is arranged between the second concave spherical surface and the first concave spherical surface, the damping seat comprises a cylindrical double convex spherical surface sliding block and a sliding disc, the bottom of the sliding disc is provided with a first convex spherical surface which is contacted with the first concave spherical surface, and the top of the sliding disc is provided with a third concave spherical surface; the top of the cylindrical double convex spherical surface sliding block is provided with a second convex spherical surface which is contacted with the second concave spherical surface, and the bottom of the cylindrical double convex spherical surface sliding block is provided with a third convex spherical surface which is contacted with the third concave spherical surface. The utility model discloses can play shock-resistant effect.

Description

Archaize building antidetonation column stone for market
Technical Field
The utility model relates to a pseudo-classic architecture antidetonation technical field especially relates to a market is with pseudo-classic architecture antidetonation post stone.
Background
The ancient Chinese architecture is also concerned by more and more people in the modern rapid development because of the traditional culture and the special structure. The beam and column pair in ancient Chinese buildings is made of wood materials, but the wood materials are easy to rot after being affected with damp, the column of the floor house is not wet and rotten by ancient people, and the column base is isolated from the floor by adding a piece of column stone, so that an absolute damp-proof effect is achieved; and simultaneously, the bearing capacity of the column base is enhanced. Therefore, the bottom ends of the floor columns made of wood materials are all padded with stone-made studs. In order to realize large-scale and standardized construction of ancient buildings, the invention of an archaized building column stone with good overall column stone shock resistance is urgently needed.
Disclosure of Invention
In order to solve the problem mentioned in the above-mentioned background art, the utility model provides a market is with building antidetonation post stone modelled after an antique can play shock-resistant effect.
An archaizing building anti-seismic column stone for a market comprises a stone mortar, wherein a central stone column which is concentric with the stone mortar is arranged inside the stone mortar, the central stone column is circumferentially connected with a plurality of springs, one end, away from the central stone column, of each spring is connected with the inner wall of the stone mortar, a plurality of hydraulic damping devices are circumferentially connected between the stone mortar and the central stone column, one end of each hydraulic damping device is connected with the central stone column through a first universal connecting structure, and the other end of each hydraulic damping device is connected with the inner wall of the stone mortar through a second universal connecting structure; the inner wall of the bottom of the stone mortar is provided with a first concave spherical surface, the bottom of the central stone column is provided with a second concave spherical surface, a damping seat is arranged between the second concave spherical surface and the first concave spherical surface, the damping seat comprises a sliding block and a sliding disc, the bottom of the sliding disc is provided with a first convex spherical surface which is in contact with the first concave spherical surface, and the top of the sliding disc is provided with a third concave spherical surface; the top of the sliding block is provided with a second convex spherical surface which is contacted with the second concave spherical surface, and the bottom of the sliding block is provided with a third convex spherical surface which is contacted with the third concave spherical surface.
Further, the curved surface radius of the first concave spherical surface is the same as the curvature radius of the first convex spherical surface, the curvature radius of the second concave spherical surface is the same as the curvature radius of the second convex spherical surface, and the curvature radius of the third concave spherical surface is the same as the curvature radius of the third convex spherical surface.
Further, the curvature radius of the first concave spherical surface is larger than that of the third concave spherical surface, and the curvature radius of the third concave spherical surface is larger than that of the second concave spherical surface.
Furthermore, the hydraulic damping device comprises a cylindrical piston cylinder, viscous liquid is filled in the piston cylinder, a piston in sliding fit with the inner wall of the piston cylinder is further arranged in the piston cylinder, a plurality of through holes are formed in the piston, the piston is connected with a piston rod arranged along the axis of the piston cylinder, and one end of the piston rod extends out of the piston cylinder and is connected with a first universal connecting structure.
Further, the first universal connecting structure comprises a first mounting seat fixedly connected to the outer wall of the central stone pillar, a first ball sleeve is connected to the first mounting seat, a first universal ball head matched with the first ball sleeve is arranged in the first ball sleeve, and the first universal ball head is connected with the piston rod;
the universal connection structure of second includes the second mount pad of fixed connection on the stone mortar inner wall, be connected with the second ball cover on the second mount pad, the inside universal bulb of second ball cover matched with that is equipped with of second ball cover, the universal bulb of second is connected with the connecting rod, the connecting rod is connected with the one end that the piston rod was kept away from to the piston cylinder.
Further, a cover body is arranged at the top of the stone mortar, and a through hole for the central stone column to pass through is formed in the cover body.
Furthermore, a first annular flange and a second annular flange are arranged on the inner wall of the bottom of the stone mortar and the sliding disc respectively, and the first annular flange and the second annular flange are arranged on the outer sides of the first concave spherical surface and the third concave spherical surface respectively.
Further, the surfaces of the first convex spherical surface, the second convex spherical surface and the third convex spherical surface are all provided with chromium coatings; and polytetrafluoroethylene coatings are arranged on the surfaces of the first concave spherical surface, the second concave spherical surface and the third concave spherical surface.
The utility model has the advantages that:
1. the utility model discloses a bottom is equipped with shock-absorbing support, can dissipate more seismic energy through a plurality of spherical friction slip, and spherical friction slip self-adaptation through different curvature radius changes its self damping size, adapts to the vibrations of multiple rank.
2. The utility model discloses set up the spring between stone mortar and central stone pillar, can further alleviate the impact of stone mortar to central stone pillar in the earthquake, and hydraulic damping device can alleviate the influence of spring resonance to central stone pillar.
3. The utility model discloses a hydraulic damping device both ends are connected with central stone pillar, stone mortar through first universal connection structure, the universal connection structure of second respectively to can adapt to the vibrations of all directions.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic diagram of the internal structure of the present invention.
Fig. 3 is a schematic structural diagram of the connection of the hydraulic damping device with the first universal connection structure and the second universal connection structure.
Fig. 4 is a schematic view of the internal structure of fig. 3.
The device comprises a stone mortar 1, a first concave spherical surface 101, a central stone column 2, a second concave spherical surface 201, a spring 3, a hydraulic damping device 4, a piston cylinder 401, a piston 402, a through hole 403, a piston rod 404, a first universal connecting structure 5, a first mounting seat 501, a first ball sleeve 502, a first universal ball head 503, a second universal connecting structure 6, a second mounting seat 601, a second ball sleeve 602, a second universal ball head 603, a connecting rod 604, a sliding block 7, a second convex spherical surface 701, a third convex spherical surface 702, a sliding disc 8, a first convex spherical surface 801, a third concave spherical surface 802, a cover body 9, a first annular flange 10 and a second annular flange 11.
Detailed Description
The present invention will be described in further detail below with reference to the accompanying drawings by way of specific embodiments.
The archaized building anti-seismic column stone for the shopping mall comprises a stone mortar 1, wherein a central stone column 2 which is concentric with the stone mortar 1 is arranged inside the stone mortar 1, the central stone column 2 is circumferentially connected with a plurality of springs 3, one end, far away from the central stone column 2, of each spring 3 is connected with the inner wall of the stone mortar 1, a plurality of hydraulic damping devices 4 are circumferentially connected between the stone mortar 1 and the central stone column 2, one end of each hydraulic damping device 4 is connected with the central stone column 2 through a first universal connecting structure 5, and the other end of each hydraulic damping device 4 is connected with the inner wall of the stone mortar 1 through a second universal connecting structure 6; the inner wall of the bottom of the stone mortar 1 is provided with a first concave spherical surface 101, the bottom of the central stone column 2 is provided with a second concave spherical surface 201, a shock absorption seat is arranged between the second concave spherical surface 201 and the first concave spherical surface 101, the shock absorption seat comprises a sliding block 7 and a sliding disc 8, the bottom of the sliding disc 8 is provided with a first convex spherical surface 801 which is contacted with the first concave spherical surface 101, and the top of the sliding disc 8 is provided with a third concave spherical surface 802; the top of the slide block 7 is provided with a second convex spherical surface 701 contacting with the second concave spherical surface 201, and the bottom of the slide block 7 is provided with a third convex spherical surface 702 contacting with a third concave spherical surface 802.
The curved surface radius of the first concave spherical surface 101 is the same as the curvature radius of the first convex spherical surface 801, the curvature radius of the second concave spherical surface 201 is the same as the curvature radius of the second convex spherical surface 701, and the curvature radius of the third concave spherical surface 802 is the same as the curvature radius of the third convex spherical surface 702.
The curvature radius of the first concave spherical surface 101 is larger than that of the third concave spherical surface 802, and the curvature radius of the third concave spherical surface 802 is larger than that of the second concave spherical surface 201.
The hydraulic damping device 4 comprises a columnar piston cylinder 401, and viscous liquid is filled in the piston cylinder 401, wherein the viscous liquid is compressible silicone oil. The piston 402 which is in sliding fit with the inner wall of the piston cylinder 401 is further arranged inside the piston cylinder 401, a plurality of through holes 403 are formed in the piston 402, the piston 402 is connected with a piston rod 404 which is arranged along the axis of the piston cylinder 401, and one end of the piston rod 404 extends out of the piston cylinder 401 to be connected with the first universal connecting structure 5.
The first universal connecting structure 5 comprises a first mounting seat 501 fixedly connected to the outer wall of the central stone pillar 2, a first ball sleeve 502 is connected to the first mounting seat 501, a first universal ball head 503 matched with the first ball sleeve 502 is arranged inside the first ball sleeve 502, and the first universal ball head 503 is connected with the piston rod 404;
the second universal connecting structure 6 comprises a second mounting seat 601 fixedly connected to the inner wall of the stone mortar 1, a second ball sleeve 602 is connected to the second mounting seat 601, a second ball head 603 matched with the second ball sleeve 602 is arranged inside the second ball sleeve 602, the second ball head 603 is connected with a connecting rod 604, and the connecting rod 604 is connected with one end, far away from the piston rod 404, of the piston cylinder 401.
The top of the stone mortar 1 is provided with a cover body 9, and the cover body 9 is provided with a through hole for the central stone column 2 to pass through.
A first annular flange 10 and a second annular flange 11 are respectively arranged on the inner wall of the bottom of the stone mortar 1 and the sliding disc 8, and the first annular flange 10 and the second annular flange 11 are respectively arranged on the outer sides of the first concave spherical surface and the third concave spherical surface.
The surfaces of the first convex spherical surface 801, the second convex spherical surface 701 and the third convex spherical surface 702 are all provided with chromium coatings; the surfaces of the first concave spherical surface 101, the second concave spherical surface 201 and the third concave spherical surface 802 are all provided with polytetrafluoroethylene coatings. The slider 7 and the sliding disk 8 are made of stainless steel.
The utility model discloses when concrete implementation: a first friction pair with the smallest friction coefficient is formed between the second concave spherical surface 201 and the second convex spherical surface 701, a second friction pair with the larger friction coefficient than the first friction pair is formed between the third concave spherical surface 802 and the third convex spherical surface 702, and a third friction pair with the largest friction coefficient is formed between the first concave spherical surface 101 and the first convex spherical surface 801. When the vibration is small, the first friction pair with the minimum friction coefficient can move, and the second friction pair with the large friction coefficient and the third friction pair are kept still; when the vibration is slightly large, the first friction pair and the second friction pair can move, the third friction pair is kept still, larger energy is dissipated through the movement of the two friction pairs, and when a larger earthquake occurs, the three friction pairs can move, so that more energy is dissipated. Because the relative position of center stone pillar 2 and stone mortar 1 changes, compression or tensile spring 3 has alleviated the impact of stone mortar 1 to center stone pillar 2, in compression or extension spring 3, extrusion or tensile hydraulic damping device 4 make piston 402 at the inside reciprocating motion of piston cylinder 401, because viscous liquid produces the resistance that enlarges to piston 402, utilize this resistance to reach the damping effect, overcome the influence of spring 3's resonance to center stone pillar 2. After the earthquake is finished, the central stone pillar 2 is reset under the action of the elastic force of the spring 3.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (8)

1. An archaizing building anti-seismic column stone for a market is characterized by comprising a stone mortar, wherein a central stone column which is concentric with the stone mortar is arranged in the stone mortar, the central stone column is circumferentially connected with a plurality of springs, one end, away from the central stone column, of each spring is connected with the inner wall of the stone mortar, a plurality of hydraulic damping devices are circumferentially connected between the stone mortar and the central stone column, one end of each hydraulic damping device is connected with the central stone column through a first universal connecting structure, and the other end of each hydraulic damping device is connected with the inner wall of the stone mortar through a second universal connecting structure; the inner wall of the bottom of the stone mortar is provided with a first concave spherical surface, the bottom of the central stone column is provided with a second concave spherical surface, a damping seat is arranged between the second concave spherical surface and the first concave spherical surface, the damping seat comprises a sliding block and a sliding disc, the bottom of the sliding disc is provided with a first convex spherical surface which is in contact with the first concave spherical surface, and the top of the sliding disc is provided with a third concave spherical surface; the top of the sliding block is provided with a second convex spherical surface which is contacted with the second concave spherical surface, and the bottom of the sliding block is provided with a third convex spherical surface which is contacted with the third concave spherical surface.
2. A market archaizing building anti-seismic column stone as recited in claim 1, wherein said first concave spherical surface has a radius of curvature identical to a radius of curvature of said first convex spherical surface, said second concave spherical surface has a radius of curvature identical to a radius of curvature of said second convex spherical surface, and said third concave spherical surface has a radius of curvature identical to a radius of curvature of said third convex spherical surface.
3. A market archaizing building anti-seismic column stone according to claim 2, wherein a curvature radius of the first concave spherical surface is larger than a curvature radius of the third concave spherical surface, and a curvature radius of the third concave spherical surface is larger than a curvature radius of the second concave spherical surface.
4. The market is with archaize building antidetonation column stone of any of claims 1-3, characterized in that, hydraulic damping device includes the columnar piston cylinder, the inside packing of piston cylinder has viscous liquid, the inside piston that still is equipped with piston cylinder inner wall sliding fit of piston cylinder, be equipped with a plurality of through-hole on the piston, piston connection has the piston rod that sets up along the piston cylinder axis, the one end of piston rod stretches out the piston cylinder and is connected with first universal connection structure.
5. A market archaizing building earthquake-proof column stone according to any one of claims 1 to 3, wherein the first universal connecting structure comprises a first mounting seat fixedly connected to the outer wall of the central stone column, a first ball sleeve is connected to the first mounting seat, a first universal ball head matched with the first ball sleeve is arranged in the first ball sleeve, and the first universal ball head is connected with the piston rod;
the universal connection structure of second includes the second mount pad of fixed connection on the stone mortar inner wall, be connected with the second ball cover on the second mount pad, the inside universal bulb of second ball cover matched with that is equipped with of second ball cover, the universal bulb of second is connected with the connecting rod, the connecting rod is connected with the one end that the piston rod was kept away from to the piston cylinder.
6. A market archaize building anti-seismic column stone according to any one of claims 1 to 3, wherein a cover body is arranged on the top of the stone mortar, and the cover body is provided with a through hole for the central stone column to pass through.
7. A market archaize building anti-seismic column stone according to any one of claims 1 to 3, wherein a first annular flange and a second annular flange are respectively arranged on the inner wall of the bottom of the stone mortar and the sliding disc, and the first annular flange and the second annular flange are respectively arranged on the outer sides of the first concave spherical surface and the third concave spherical surface.
8. A market archaizing building earthquake-proof column stone according to any one of claims 1 to 3, wherein the first convex spherical surface, the second convex spherical surface and the third convex spherical surface are provided with chromium coatings; and polytetrafluoroethylene coatings are arranged on the surfaces of the first concave spherical surface, the second concave spherical surface and the third concave spherical surface.
CN201922015260.7U 2019-11-20 2019-11-20 Archaize building antidetonation column stone for market Active CN211597369U (en)

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Application Number Priority Date Filing Date Title
CN201922015260.7U CN211597369U (en) 2019-11-20 2019-11-20 Archaize building antidetonation column stone for market

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Application Number Priority Date Filing Date Title
CN201922015260.7U CN211597369U (en) 2019-11-20 2019-11-20 Archaize building antidetonation column stone for market

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CN211597369U true CN211597369U (en) 2020-09-29

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023072327A1 (en) 2021-10-29 2023-05-04 Nicolai Kubasiak System and method for resilient support of buildings or building parts

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023072327A1 (en) 2021-10-29 2023-05-04 Nicolai Kubasiak System and method for resilient support of buildings or building parts

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