CN212176158U - Combined earthquake-resistant building structural component - Google Patents
Combined earthquake-resistant building structural component Download PDFInfo
- Publication number
- CN212176158U CN212176158U CN202020731327.7U CN202020731327U CN212176158U CN 212176158 U CN212176158 U CN 212176158U CN 202020731327 U CN202020731327 U CN 202020731327U CN 212176158 U CN212176158 U CN 212176158U
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- CN
- China
- Prior art keywords
- connecting seat
- antidetonation
- bottom plate
- steel
- backup pad
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses a combination antidetonation building structure subassembly relates to building antidetonation field. The utility model discloses a bottom plate, the top of bottom plate is provided with the connecting seat, is provided with the first damper assembly who adopts soft antidetonation mode between bottom plate and the connecting seat, the top of connecting seat is provided with the backup pad, is provided with the second damper assembly who adopts soft antidetonation and hard antidetonation mode simultaneously between connecting seat and the backup pad, the top fixedly connected with mounting panel of backup pad, the top fixedly connected with connecting reinforcement of mounting panel. The utility model discloses a be provided with first shock-absorbing component between bottom plate and connecting seat, first shock-absorbing component can alleviate the destruction that the earthquake brought, through be provided with second shock-absorbing component between connecting seat and backup pad, second shock-absorbing component both can alleviate the destruction that the earthquake brought and can alleviate the vibrations dizzy sense that the earthquake brought for other people.
Description
Technical Field
The utility model relates to a building antidetonation field, concretely relates to combination antidetonation building structure subassembly.
Background
Due to frequent occurrence of earthquakes, the use of a seismic isolation and resistance control technology in high-rise buildings is a trend of future buildings to resist earthquakes for buildings, and at present, two methods are provided, wherein one method is hard earthquake resistance, which is mainly realized by thickening columns, increasing economic investment and the like, and the other method is soft earthquake resistance, which is similar to a new technology of 'soft earthquake resistance'. Such as installing rubber or other devices on the building to mitigate seismic damage through building-to-building interaction.
The existing building anti-seismic assembly mostly adopts hard anti-seismic independently, or adopts soft anti-seismic independently to perform anti-seismic on the building construction, the mode of adopting hard anti-seismic independently needs greater economic investment to thicken a steel bar and a steel column, the mode of adopting soft anti-seismic independently can lighten the damage caused by the earthquake to a certain extent, but can not lighten the vibration sense caused by the earthquake to people, people in the building still have strong vibration dizziness sense, and in order to solve the problem, the combined anti-seismic building structural assembly is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: the mode of adopting hard antidetonation alone needs bigger economic input for solving, and the mode of adopting soft antidetonation alone can not alleviate the vibrations sense that the earthquake gave other people and brought, and the people in the house still has the problem that very strong vibrations were dizzy to be felt, the utility model provides a combination antidetonation building structure subassembly.
The utility model discloses a realize above-mentioned purpose and specifically adopt following technical scheme: the utility model provides a combination antidetonation building structure subassembly, includes the bottom plate, the top of bottom plate is provided with the connecting seat, is provided with the first damper assembly who adopts soft antidetonation mode between bottom plate and the connecting seat, the top of connecting seat is provided with the backup pad, is provided with the second damper assembly who adopts soft antidetonation and hard antidetonation mode simultaneously between connecting seat and the backup pad, the top fixedly connected with mounting panel of backup pad, the top fixedly connected with connecting reinforcement of mounting panel.
Furthermore, a waterproof plate is installed at the bottom end of the bottom plate, and a support column is fixedly installed between the bottom plate and the connecting seat.
Further, the first damping assembly comprises a spring arranged between the bottom plate and the connecting seat, and the spring is a damping disc spring.
Furthermore, the top of connecting seat and the bottom of backup pad all fixed mounting have the steel ring, two fixed mounting has the support column between the steel ring, the inner circle at the steel ring is installed to the support column annular.
Furthermore, the second damping assembly comprises a hydraulic damping damper and a steel column, the hydraulic damping damper is arranged between the two steel rings, the hydraulic damping damper is annularly arranged on the outer ring of the steel ring, and the steel column is annularly arranged on the inner ring of the steel ring.
The utility model has the advantages as follows:
1. the utility model discloses a be provided with first shock-absorbing component between bottom plate and connecting seat, first shock-absorbing component can alleviate the destruction that the earthquake brought, through be provided with second shock-absorbing component between connecting seat and backup pad, second shock-absorbing component both can alleviate the destruction that the earthquake brought and can alleviate the vibrations dizzy sense that the earthquake brought for other people.
2. The utility model discloses a be provided with the waterproof board in the bottom plate bottom, the waterproof board can play certain dampproofing effect to whole device, slows down the speed that whole device is corroded by water infiltration.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic front view of the present invention;
fig. 3 is a schematic top view of the present invention;
reference numerals: 1. a base plate; 11. a waterproof sheet; 2. a connecting seat; 21. a pillar; 3. a first dampening member; 31. a spring; 4. a support plate; 41. steel rings; 42. a support pillar; 5. a second dampening member; 51. a hydraulic shock absorbing damper; 52. a steel column; 6. mounting a plate; 7. and connecting the reinforcing steel bars.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures. Furthermore, the terms "first," "second," and the like are used merely to distinguish one description from another, and are not to be construed as indicating or implying relative importance.
In the description of the embodiments of the present invention, it should be noted that the terms "inside", "outside", "up", and the like indicate the directions or positional relationships based on the directions or positional relationships shown in the drawings, or the directions or positional relationships that the products of the present invention are conventionally placed when used, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element to which the term refers must have a specific direction, be constructed and operated in a specific direction, and thus, should not be construed as limiting the present invention.
As shown in fig. 1-3, a combination earthquake-resistant building structure assembly, includes a bottom plate 1, a connecting seat 2 is arranged above the bottom plate 1, a first damping assembly 3 adopting a soft earthquake-resistant mode is arranged between the bottom plate 1 and the connecting seat 2, a supporting plate 4 is arranged above the connecting seat 2, a second damping assembly 5 adopting a soft earthquake-resistant mode and a hard earthquake-resistant mode is arranged between the connecting seat 2 and the supporting plate 4, a mounting plate 6 is fixedly connected to the top end of the supporting plate 4, and a connecting reinforcing steel bar 7 is fixedly connected to the top end of the mounting plate 6.
In this embodiment, be provided with the first damper 3 who adopts soft antidetonation mode between bottom plate 1 and connecting seat 2, first damper 3 can alleviate the destruction that the earthquake brought, through be provided with the second damper 5 who adopts soft antidetonation and hard antidetonation mode simultaneously between connecting seat 2 and backup pad 4, second damper 5 both can alleviate the destruction that the earthquake brought and can alleviate the vibrations dizzy sense that the earthquake gave other people and brought
Specifically, the bottom end of the bottom plate 1 is provided with a waterproof plate 11, and a pillar 21 is fixedly arranged between the bottom plate 1 and the connecting seat 2.
In this embodiment, the waterproof board 11 disposed at the bottom of the bottom board 1 can protect the whole device from moisture, and reduce the water penetration and corrosion speed of the whole device
Specifically, the first damping member 3 includes a spring 31 disposed between the base plate 1 and the connecting socket 2, and the spring 31 is a damping disc spring.
In this embodiment, the spring 31 is a damping disc spring (damping disc spring is a known art and not described here), and the spring 31 contracts when it vibrates, so that the spring 31 disposed between the bottom plate 1 and the connecting base 2 can reduce damage caused by an earthquake.
Specifically, steel rings 41 are fixedly mounted at the top end of the connecting seat 2 and the bottom end of the supporting plate 4, a supporting column 42 is fixedly mounted between the two steel rings 41, the supporting column 42 is annularly mounted at the inner ring of the steel ring 41, the second damping component 5 comprises a hydraulic damping damper 51 and a steel column 52 which are arranged between the two steel rings 41, the hydraulic damping damper 51 is annularly mounted at the outer ring of the steel ring 41, and the steel column 52 is annularly mounted at the inner ring of the steel ring 41.
In this embodiment, the hydraulic damper 51 contracts when vibrating (the hydraulic damper 51 is a prior art, and not described here), so as to reduce the damage caused by an earthquake, and the steel column 52 disposed between the two steel rings 41 can strengthen the stability of the whole device, improve the earthquake resistance of the house building, and reduce the vibration vertigo caused by an earthquake.
Claims (5)
1. The utility model provides a combination antidetonation building structure subassembly, includes bottom plate (1), its characterized in that, the top of bottom plate (1) is provided with connecting seat (2), is provided with first damper (3) that adopt soft antidetonation mode between bottom plate (1) and connecting seat (2), the top of connecting seat (2) is provided with backup pad (4), is provided with second damper (5) that adopt soft antidetonation and hard antidetonation mode simultaneously between connecting seat (2) and backup pad (4), the top fixedly connected with mounting panel (6) of backup pad (4), the top fixedly connected with connecting reinforcement (7) of mounting panel (6).
2. A modular earthquake-resistant building structure assembly as claimed in claim 1, characterised in that a flashing (11) is mounted at the bottom end of the bottom panel (1) and a post (21) is fixedly mounted between the bottom panel (1) and the connecting base (2).
3. A modular seismic building construction assembly according to claim 2, wherein said first shock absorbing assembly (3) comprises a spring (31) arranged between the floor (1) and the connection socket (2), said spring (31) being a shock absorbing disc spring.
4. A modular earthquake-resistant building structure assembly as claimed in claim 3, wherein the top ends of said connecting seats (2) and the bottom ends of said supporting plates (4) are fixedly provided with steel rings (41), a supporting column (42) is fixedly provided between two of said steel rings (41), and said supporting column (42) is annularly provided on the inner ring of the steel ring (41).
5. A modular seismic building structure assembly according to claim 4, wherein said second shock absorbing assembly (5) comprises a hydraulic shock absorbing damper (51) and a steel column (52) arranged between two steel rings (41), said hydraulic shock absorbing damper (51) being mounted annularly on the outer ring of a steel ring (41), and said steel column (52) being mounted annularly on the inner ring of a steel ring (41).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020731327.7U CN212176158U (en) | 2020-05-06 | 2020-05-06 | Combined earthquake-resistant building structural component |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020731327.7U CN212176158U (en) | 2020-05-06 | 2020-05-06 | Combined earthquake-resistant building structural component |
Publications (1)
Publication Number | Publication Date |
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CN212176158U true CN212176158U (en) | 2020-12-18 |
Family
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CN202020731327.7U Expired - Fee Related CN212176158U (en) | 2020-05-06 | 2020-05-06 | Combined earthquake-resistant building structural component |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112814224A (en) * | 2020-12-26 | 2021-05-18 | 宁波市城展建设工程有限公司 | Construction technology of building wall |
CN113152534A (en) * | 2021-04-21 | 2021-07-23 | 中铁二院贵阳勘察设计研究院有限责任公司 | Anti-seismic device and method for soft soil foundation |
-
2020
- 2020-05-06 CN CN202020731327.7U patent/CN212176158U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112814224A (en) * | 2020-12-26 | 2021-05-18 | 宁波市城展建设工程有限公司 | Construction technology of building wall |
CN112814224B (en) * | 2020-12-26 | 2022-05-03 | 宁波市城展建设工程有限公司 | Construction technology of building wall |
CN113152534A (en) * | 2021-04-21 | 2021-07-23 | 中铁二院贵阳勘察设计研究院有限责任公司 | Anti-seismic device and method for soft soil foundation |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201218 |