CN210530063U - Shock attenuation building structure - Google Patents
Shock attenuation building structure Download PDFInfo
- Publication number
- CN210530063U CN210530063U CN201921468739.XU CN201921468739U CN210530063U CN 210530063 U CN210530063 U CN 210530063U CN 201921468739 U CN201921468739 U CN 201921468739U CN 210530063 U CN210530063 U CN 210530063U
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- Prior art keywords
- energy dissipation
- curtain wall
- fixedly connected
- shock
- building
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Abstract
The utility model discloses a shock-absorbing building structure, which belongs to the field of building engineering and comprises a keel arranged at the right end of a building main body, a building curtain wall is arranged at the right side of the keel, a plurality of evenly distributed curtain wall connecting pieces are fixedly connected at the left end of the building curtain wall, a plurality of shock-absorbing bases matched with the curtain wall connecting pieces are fixedly connected at the right end of the keel, cavities are chiseled in the shock-absorbing bases, chutes communicated with the cavities are chiseled at the right end of the shock-absorbing bases, energy dissipation blocks in sliding connection with the chutes are fixedly connected at the left end of the curtain wall connecting pieces, and the left ends of the energy dissipation blocks extend into the cavities, so that the shock-absorbing building curtain wall can be buffered and protected when the building curtain wall vibrates, the building curtain wall is effectively prevented from being damaged by impact force, meanwhile, the kinetic energy of the vibration can be consumed, and potential safety hazards are reduced.
Description
Technical Field
The utility model relates to a building engineering field, more specifically say, relate to a shock attenuation building structure.
Background
With the continuous development of the building industry, more and more buildings use curtain walls as outer walls, curtain walls and building curtain walls, which are frequently used vertical surfaces of modern buildings, are generally made of materials such as metal, glass, stone, artificial plates and the like and are arranged on the outermost layers of the buildings, and the building curtain walls are generally rigidly connected with keels arranged on a building main body by adopting corresponding curtain wall connecting pieces, do not bear any structural load, and only bear dead weight and resist wind pressure.
However, because building curtain is rigid connection usually, when meetting strong wind, building curtain receives the wind pressure to influence and can make and shake the collision between curtain connecting piece and the fossil fragments, and this impact conduction causes building curtain to damage on building curtain easily, has great potential safety hazard.
SUMMERY OF THE UTILITY MODEL
1. Technical problem to be solved
To the problem that exists among the prior art, the utility model aims to provide a shock attenuation building structure, it can realize playing the buffering guard action to building curtain when vibrations appear at building curtain, effectively avoids building curtain to receive the impact influence and damage, can do work through the friction with the kinetic energy of vibrations simultaneously and consume, effectively reduces vibrations and to the produced adverse effect of building curtain, reduces the potential safety hazard.
2. Technical scheme
In order to solve the above problems, the utility model adopts the following technical proposal.
A shock-absorbing building structure comprises a keel arranged at the right end of a building main body, a building curtain wall is arranged at the right side of the keel, a plurality of uniformly distributed curtain wall connecting pieces are fixedly connected at the left end of the building curtain wall, a plurality of shock-absorbing bases matched with the curtain wall connecting pieces are fixedly connected at the right end of the keel, cavities are formed in the shock-absorbing bases, chutes communicated with the cavities are formed in the right end of the shock-absorbing bases, energy dissipation blocks in sliding connection with the chutes are fixedly connected at the left ends of the curtain wall connecting pieces, the left ends of the energy dissipation blocks extend into the cavities, buffer blocks in sliding connection with the cavities are fixedly connected at the left ends and the right ends of the buffer blocks, one ends, far away from the buffer blocks, of the compression springs are fixedly connected with the inner walls of the cavities, accommodating grooves are formed in the upper inner walls and the lower inner, and the friction braking board extends to the holding tank outside and contacts with the energy dissipation piece, the screw hole that has been linked together with the holding tank is all dug at both ends about the shock attenuation base, screw hole female connection has high strength bolt, and in high strength bolt extended to the holding tank, can realize playing the buffering guard action to building curtain when vibrations appear in building curtain, effectively avoid building curtain to receive the impact influence and damage, can do the work consumption with the kinetic energy of vibrations through the friction simultaneously, effectively reduce vibrations and to building curtain produced adverse effect, reduce the potential safety hazard.
Furthermore, one end of the high-strength bolt close to the friction brake plate is rotatably connected with a pressing plate, the pressing plate is in contact with the friction brake plate, the pressing plate can increase the stress area between the high-strength bolt and the friction brake plate, and the friction brake plate is effectively prevented from being damaged due to the fact that the friction brake plate is extruded by the high-strength bolt for a long time.
Furthermore, be equipped with the telescopic link in the compression spring, both ends respectively with cavity inner wall and buffer block fixed connection about the telescopic link, can effectively avoid the buffer block to take place non-working displacement deformation.
Further, fixedly connected with elastic sealing pad between curtain connecting piece and the shock attenuation base, elastic sealing pad is made by the silica gel material, and elastic sealing pad can effectively avoid the dust to enter into spout and cavity in, and elastic sealing pad that silica gel made still has certain buffering cushioning effect simultaneously.
Furthermore, the upper end and the lower end of the energy dissipation block are respectively provided with a first rough layer, one end of the friction brake plate, which is close to the energy dissipation block, is provided with a second rough layer, so that the friction force between the energy dissipation block and the friction brake plate can be increased, and the vibration can be better consumed through friction acting.
Furthermore, the energy dissipation block and the buffer block are both made of high-strength steel, and the anti-bending reinforcing ribs are fixedly connected inside the energy dissipation block, so that the structural strength of the energy dissipation block and the buffer block can be increased, and the energy dissipation block and the buffer block are effectively prevented from being deformed or damaged due to the fact that the energy dissipation block and the buffer block bear the gravity of the building curtain wall for a long time.
3. Advantageous effects
Compared with the prior art, the utility model has the advantages of:
(1) this scheme can realize playing the buffering guard action to building curtain when vibrations appear in building curtain, effectively avoids building curtain to receive the impact influence and damage, can do work through the friction with the kinetic energy of vibrations and consume simultaneously, effectively reduces vibrations and to the produced adverse effect of building curtain, reduces the potential safety hazard.
(2) One end of the high-strength bolt close to the friction brake plate is rotatably connected with a pressing plate, the pressing plate is in contact with the friction brake plate, the pressing plate can increase the stress area between the high-strength bolt and the friction brake plate, and the friction brake plate is effectively prevented from being damaged due to extrusion of the high-strength bolt for a long time.
(3) Be equipped with the telescopic link in the compression spring, both ends respectively with cavity inner wall and buffer block fixed connection about the telescopic link, can effectively avoid the buffer block to take place non-working displacement deformation.
(4) Fixedly connected with elastic sealing pad between curtain connecting piece and the shock attenuation base, elastic sealing pad is made by the silica gel material, and elastic sealing pad can effectively avoid the dust to enter into spout and cavity in, and elastic sealing pad that silica gel made still has certain buffering cushioning effect simultaneously.
(5) Both ends all are equipped with first coarse layer about the energy dissipation piece, and the one end that the friction braking board is close to the energy dissipation piece is equipped with the coarse layer of second, can increase the frictional force between energy dissipation piece and the friction braking board to can be better with the moving of vibrations through the friction work application consumption.
(6) The energy dissipation block and the buffer block are made of high-strength steel, and the bending-resistant reinforcing ribs are fixedly connected to the inner portion of the energy dissipation block, so that the structural strength of the energy dissipation block and the buffer block can be increased, and the energy dissipation block and the buffer block are effectively prevented from deforming or being damaged due to the fact that the energy dissipation block and the buffer block bear the gravity of the building curtain wall for a long time.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural diagram at a in fig. 1.
The reference numbers in the figures illustrate:
1 fossil fragments, 2 building curtain, 3 curtain connecting pieces, 4 shock attenuation bases, 5 cavitys, 6 spouts, 7 energy dissipation piece, 8 buffer blocks, 9 compression spring, 10 holding tanks, 11 friction braking boards, 12 screw holes, 13 high strength bolt, 14 clamp plates, 15 telescopic links, 16 elastic sealing pad.
Detailed Description
The technical solution in the embodiment of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiment of the present invention; obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without any inventive work are within the scope of the present invention based on the embodiments of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "provided", "sleeved/connected", "connected", and the like are to be understood in a broad sense, such as "connected", which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1:
referring to fig. 1, a shock-absorbing building structure comprises a keel 1 installed at the right end of a building body, a building curtain wall 2 is arranged at the right side of the keel 1, a plurality of evenly distributed curtain wall connecting pieces 3 are fixedly connected at the left end of the building curtain wall 2, a plurality of shock-absorbing bases 4 matched with the curtain wall connecting pieces 3 are fixedly connected at the right end of the keel 1, referring to fig. 2, cavities 5 are drilled in the shock-absorbing bases 4, chutes 6 communicated with the cavities 5 are drilled at the right end of the shock-absorbing bases 4, energy dissipation blocks 7 slidably connected with the chutes 6 are fixedly connected at the left end of the curtain wall connecting pieces 3, the left ends of the energy dissipation blocks 7 extend into the cavities 5, the energy dissipation blocks 7 can move left and right in the chutes 6, buffer blocks 8 slidably connected with the cavities 5 are fixedly connected at the left end of the energy dissipation blocks 7, the chutes 6 can move left and right in the cavities 5, can fix building curtain 2 in 1 right side of fossil fragments, a plurality of compression springs 9 of the equal fixedly connected with in both ends about buffer block 8, compression spring 9 keeps away from buffer block 8's one end and 5 inner wall fixed connection of cavity.
Referring to fig. 2, the upper and lower inner walls of the sliding groove 6 are both cut with an accommodating groove 10, the accommodating groove 10 is slidably connected with a friction brake plate 11, the friction brake plate 11 extends out of the accommodating groove 10 and contacts with the energy dissipation block 7, the friction brake plate 11 can move up and down in the accommodating groove 10, the upper and lower ends of the shock absorption base 4 are both cut with a threaded hole 12 communicated with the accommodating groove 10, the threaded hole 12 is internally threaded with a high-strength bolt 13, the high-strength bolt 13 extends into the accommodating groove 10, the high-strength bolt 13 can tightly push the friction brake plate 11 and the energy dissipation block 7, so that the friction brake plate 11 and the energy dissipation block 7 are always in close contact, when the energy dissipation block 7 moves in the sliding groove 6, a certain friction force exists between the energy dissipation block 7 and the friction brake plate 11, a constructor can adjust the extrusion force between the friction brake plate 11 and the energy dissipation block 7 by screwing the, thereby make the staff can adjust the frictional force between friction braking board 11 and the energy dissipation piece 7 according to actual demand, can realize playing the buffering guard action to building curtain 2 when vibrations appear in building curtain 2, effectively avoid building curtain 2 to receive the impact influence and damage, can pass through the friction power consumption with the kinetic energy of vibrations simultaneously, effectively reduce vibrations and to building curtain 2 produced adverse effect, reduce the potential safety hazard.
Referring to fig. 2, one end of the high-strength bolt 13 close to the friction brake plate 11 is rotatably connected with a pressing plate 14, the pressing plate 14 is in contact with the friction brake plate 11, the pressing plate 14 can increase the stress area between the high-strength bolt 13 and the friction brake plate 11, and effectively prevents the friction brake plate 11 from being damaged due to extrusion of the high-strength bolt 13 for a long time, an expansion link 15 is arranged in the compression spring 9, the left end and the right end of the expansion link 15 are respectively and fixedly connected with the inner wall of the cavity 5 and the buffer block 8, so that the buffer block 8 can be effectively prevented from non-working displacement deformation, an elastic sealing gasket 16 is fixedly connected between the curtain wall connecting piece 3 and the shock absorption base 4, the elastic sealing gasket 16 is made of a silica gel material, dust can be effectively prevented from entering the chute 6 and the cavity 5.
Referring to fig. 2, the upper end and the lower end of the energy dissipation block 7 are provided with a first rough layer, one end of the friction brake plate 11 close to the energy dissipation block 7 is provided with a second rough layer, so that the friction force between the energy dissipation block 7 and the friction brake plate 11 can be increased, the vibration can be better consumed through friction work, the energy dissipation block 7 and the buffer block 8 are both made of high-strength steel, the energy dissipation block 7 is fixedly connected with an anti-bending reinforcing rib inside, the structural strength of the energy dissipation block 7 and the buffer block 8 can be increased, and the energy dissipation block 7 and the buffer block 8 are effectively prevented from deforming or being damaged due to the fact that the energy dissipation block 7 and the buffer block 8 bear the.
Referring to fig. 1-2, the arrow direction in the figure is the wind pressure direction borne by the building curtain wall 2, when the building curtain wall 2 vibrates left and right under the influence of wind pressure, the vibration is transmitted to the energy dissipation block 7 and the buffer block 8 through the curtain wall connecting piece 3, so that the energy dissipation block 7 and the buffer block 8 vibrate left and right in the chute 6 and the cavity 5 respectively, due to the existence of the compression spring 9, the collision between the buffer block 8 and the inner wall of the cavity 5 when vibrating left and right in the cavity 5 can be effectively avoided, therefore, the collision force can be effectively prevented from being transmitted to the building curtain wall 2, the building curtain wall 2 is buffered and protected, the damage of the building curtain wall 2 caused by the collision force can be effectively avoided, and the energy dissipation block 7 can rub against the friction braking plate 11 when moving left and right in the chute 6, the kinetic energy of the vibration can be converted into internal energy through the friction, so that the vibration stops in, effectively reduce vibrations to the produced adverse effect of building curtain 2, can realize playing the buffering guard action to building curtain 2 when vibrations appear in building curtain 2, effectively avoid building curtain 2 to receive the impact influence and damage, can pass through the friction work done consumption with the kinetic energy of vibrations simultaneously, effectively reduce vibrations to the produced adverse effect of building curtain 2, reduce the potential safety hazard.
The above description is only the preferred embodiment of the present invention; the scope of the present invention is not limited thereto. Any person skilled in the art should also be able to cover the technical scope of the present invention by replacing or changing the technical solution and the improvement concept of the present invention with equivalents and modifications within the technical scope of the present invention.
Claims (6)
1. The utility model provides a shock attenuation building structure, is including installing fossil fragments (1) in building subject right-hand member, its characterized in that: the building curtain wall comprises a keel (1), a building curtain wall (2) is arranged on the right side of the keel (1), a plurality of evenly distributed curtain wall connecting pieces (3) are fixedly connected to the left end of the building curtain wall (2), a plurality of shock absorption bases (4) matched with the curtain wall connecting pieces (3) are fixedly connected to the right end of the keel (1), cavities (5) are formed in the shock absorption bases (4), sliding grooves (6) communicated with the cavities (5) are formed in the right end of the shock absorption bases (4), energy dissipation blocks (7) in sliding connection with the sliding grooves (6) are fixedly connected to the left end of the curtain wall connecting pieces (3), the left ends of the energy dissipation blocks (7) extend into the cavities (5), buffer blocks (8) in sliding connection with the cavities (5) are fixedly connected to the left end of the energy dissipation blocks (7), a plurality of compression springs (9) are fixedly connected to the left end and the right end of the compression springs (9) far away from the buffer blocks (8, the energy dissipation device is characterized in that containing grooves (10) are formed in the upper inner wall and the lower inner wall of the sliding groove (6), friction brake plates (11) are connected to the containing grooves (10) in the sliding mode, the friction brake plates (11) extend to the outside of the containing grooves (10) and are in contact with the energy dissipation blocks (7), threaded holes (12) communicated with the containing grooves (10) are formed in the upper ends and the lower ends of the shock absorption base (4), high-strength bolts (13) are connected to the inner threads of the threaded holes (12), and the high-strength bolts (13) extend into the containing grooves (10).
2. A shock absorbing building structure as claimed in claim 1, wherein: one end of the high-strength bolt (13) close to the friction brake plate (11) is rotatably connected with a pressure plate (14), and the pressure plate (14) is in contact with the friction brake plate (11).
3. A shock absorbing building structure as claimed in claim 1, wherein: the inner wall of the cavity (5) is fixedly connected with the buffer block (8) through the expansion rod (15) which is arranged in the compression spring (9).
4. A shock absorbing building structure as claimed in claim 1, wherein: fixedly connected with elastic sealing pad (16) between curtain wall connecting piece (3) and shock attenuation base (4), elastic sealing pad (16) are made by the silica gel material.
5. A shock absorbing building structure as claimed in claim 1, wherein: the upper end and the lower end of the energy dissipation block (7) are respectively provided with a first rough layer, and one end of the friction brake plate (11) close to the energy dissipation block (7) is provided with a second rough layer.
6. A shock absorbing building structure as claimed in claim 1, wherein: the energy dissipation block (7) and the buffer block (8) are both made of high-strength steel, and the energy dissipation block (7) is fixedly connected with an anti-bending reinforcing rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921468739.XU CN210530063U (en) | 2019-09-05 | 2019-09-05 | Shock attenuation building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921468739.XU CN210530063U (en) | 2019-09-05 | 2019-09-05 | Shock attenuation building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210530063U true CN210530063U (en) | 2020-05-15 |
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ID=70604268
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921468739.XU Expired - Fee Related CN210530063U (en) | 2019-09-05 | 2019-09-05 | Shock attenuation building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210530063U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513098A (en) * | 2021-04-28 | 2021-10-19 | 北方工程设计研究院有限公司 | Special shockproof structure of outer hanging elevator of old district multi-storey building additional installation |
| CN114135032A (en) * | 2021-12-22 | 2022-03-04 | 中国建筑标准设计研究院有限公司 | Building curtain wall mounting structure |
| CN114412030A (en) * | 2022-02-21 | 2022-04-29 | 李开友 | Connecting assembly for supporting building curtain wall |
-
2019
- 2019-09-05 CN CN201921468739.XU patent/CN210530063U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513098A (en) * | 2021-04-28 | 2021-10-19 | 北方工程设计研究院有限公司 | Special shockproof structure of outer hanging elevator of old district multi-storey building additional installation |
| CN114135032A (en) * | 2021-12-22 | 2022-03-04 | 中国建筑标准设计研究院有限公司 | Building curtain wall mounting structure |
| CN114412030A (en) * | 2022-02-21 | 2022-04-29 | 李开友 | Connecting assembly for supporting building curtain wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20200515 Termination date: 20210905 |