CN215367952U - High-rise building earthquake-resistant structure - Google Patents
High-rise building earthquake-resistant structure Download PDFInfo
- Publication number
- CN215367952U CN215367952U CN202121512227.6U CN202121512227U CN215367952U CN 215367952 U CN215367952 U CN 215367952U CN 202121512227 U CN202121512227 U CN 202121512227U CN 215367952 U CN215367952 U CN 215367952U
- Authority
- CN
- China
- Prior art keywords
- supporting frame
- reinforcing
- building
- reinforcing connecting
- connecting plates
- 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
Links
- 230000007246 mechanism Effects 0.000 claims abstract description 33
- 230000035939 shock Effects 0.000 claims abstract description 5
- 238000010521 absorption reaction Methods 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 46
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a high-rise building anti-seismic structure, and particularly relates to the field of building anti-seismic, which comprises a supporting frame mechanism, wherein damper mechanisms for absorbing vibration force are arranged on two sides of the supporting frame mechanism, a plurality of auxiliary limiting mechanisms for preventing a floor slab from being disintegrated during shaking are arranged in the supporting frame mechanism, the supporting frame mechanism comprises two opposite transverse supporting frames, a shock absorption type wear-resistant pad is arranged on one side of each of the two opposite transverse supporting frames, a plurality of vertical supporting frame bodies are welded between the two opposite transverse supporting frames, and a first reinforcement type connecting plate is arranged on one side of each of two corresponding vertical supporting frame bodies. The vertical support frame body frame and the horizontal support frame are arranged among the plurality of floors, and the side plates of the building and the horizontal floor slab move in the same direction through the viscoelastic damper, so that the building is prevented from being disassembled and collapsed when the building vibrates, and the vertical support frame is more beneficial to practical use.
Description
Technical Field
The utility model relates to the technical field of building earthquake resistance, in particular to an earthquake-resistant structure of a high-rise building.
Background
The earthquake-resistant building is designed in areas with the earthquake fortification intensity of six degrees or more, and the construction of the earthquake-resistant building which can withstand strong earthquake from the engineering is the most direct and effective method for reducing earthquake disasters, improves the earthquake resistance of the building and is one of the main measures for improving the comprehensive defense capability of cities.
The attenuator is with providing the resistance of motion, the device of motion energy is consumed, it is more to use in the high building, generally fix the attenuator on certain wall body of building mostly, when receiving powerful vibration, the deformation effect takes place for the attenuator, play the protection supporting role to certain wall body, then to the wall body of not installing the attenuator, at the in-process of rocking, because can't keep unanimous and take place to disintegrate rather than the movement track, finally make building take place to collapse, be not convenient for in-service use.
SUMMERY OF THE UTILITY MODEL
In order to overcome the above-mentioned drawbacks of the prior art, embodiments of the present invention provide an earthquake-resistant structure for high-rise buildings, in which a vertical support frame and a horizontal support frame are installed between a plurality of floors, and side plates of the building and horizontal floors move in the same direction through viscoelastic dampers, so as to solve the above-mentioned problems in the background art.
In order to achieve the purpose, the utility model provides the following technical scheme: a high-rise building anti-seismic structure comprises a supporting frame mechanism, wherein damper mechanisms used for absorbing vibration force are arranged on two sides of the supporting frame mechanism, a plurality of auxiliary limiting mechanisms used for preventing a floor from being disassembled during shaking are arranged in the supporting frame mechanism, the supporting frame mechanism comprises two opposite transverse supporting frames, a shock absorption type wear-resistant pad is arranged on one side of each of the two opposite transverse supporting frames, a plurality of vertical supporting frame bodies are welded between the two opposite transverse supporting frames, a first reinforcing connecting plate is arranged on one side of each of every two corresponding vertical supporting frame bodies, the number of the first reinforcing connecting plates is multiple, a viscoelastic damper is arranged between every two corresponding first reinforcing connecting plates, and a second reinforcing connecting plate used for being connected with the corresponding first reinforcing connecting plates is arranged on two sides of the viscoelastic damper, two relative all be equipped with a plurality ofly between the horizontal braced frame and be vertical to the rigid spring who arranges, it is a plurality of rigid spring's both ends all are equipped with reinforcement type and connect the steelframe.
In a preferred embodiment, the number of the rigid springs is at least two, and the two rigid springs are arranged in mirror symmetry with respect to a horizontal center line of the vertical support frame.
In a preferred embodiment, a plurality of first connection rings are arranged on two opposite sides of the transverse support frame, and a second connection ring for connecting with the reinforced connection steel frame is fixedly arranged on one side of each of the first connection rings.
In a preferred embodiment, both ends of the rigid spring are provided with a reinforcing connecting seat for connecting with the corresponding reinforcing connecting steel frame, and the outer wall of the reinforcing connecting steel frame is coated with a rigid reinforcing strip for connecting with the reinforcing connecting seat.
In a preferred embodiment, each two corresponding first reinforcing connecting plates are arranged in mirror symmetry with respect to a horizontal center line of the viscoelastic damper, the first reinforcing connecting plates are arranged in a C shape, and the first reinforcing connecting plates are sleeved on one side of the transverse support frame.
In a preferred embodiment, a plurality of rectangular connecting grooves are formed in one side of each of the plurality of vertical supporting frame bodies, and the plurality of first reinforcement type connecting plates are inserted into inner cavities of the corresponding rectangular connecting grooves.
In a preferred embodiment, the number of the viscoelastic dampers is two, and two respective viscoelastic dampers are each arranged in mirror symmetry about a vertical center line of the transverse support frame.
The utility model has the technical effects and advantages that:
according to the utility model, the vertical support frame body frame and the horizontal support frame are fixedly arranged between the multiple floors, so that the viscoelastic damper is fixedly supported on two sides of the floors, and the reinforced connecting steel frame and the rigid spring are fixedly arranged between the two floors.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
FIG. 2 is an enlarged view of the portion A of FIG. 1 according to the present invention.
FIG. 3 is an enlarged view of the portion B of FIG. 1 according to the present invention.
The reference signs are: the device comprises a supporting frame mechanism 1, a vertical supporting frame 101, a horizontal supporting frame 102, a damping type wear-resisting pad 103, a rectangular connecting groove 104, a damper mechanism 2, a first reinforcing type connecting plate 21, a second reinforcing type connecting plate 22, a viscoelastic damper 23, an auxiliary limiting mechanism 3, a reinforcing type connecting steel frame 31, a first connecting ring 32, a second connecting ring 33, a rigid spring 34, a rigid reinforcing strip 35 and a reinforcing connecting seat 36.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to the attached drawings 1-3 of the specification, an earthquake-resistant structure for high-rise buildings according to an embodiment of the utility model is shown in fig. 1, and includes a supporting frame mechanism 1, damper mechanisms 2 for absorbing vibration force are arranged on two sides of the supporting frame mechanism 1, a plurality of auxiliary limiting mechanisms 3 for preventing floor slabs from being disassembled during shaking are arranged inside the supporting frame mechanism 1, wherein the plurality of auxiliary limiting mechanisms 3 are vertically arranged inside the supporting frame mechanism 1 in sequence at equal intervals, as shown in fig. 1 and 3, the supporting frame mechanism 1 includes two opposite horizontal supporting frames 102, one side of each of the two opposite horizontal supporting frames 102 is provided with a shock-absorbing wear-resistant pad 103, a plurality of vertical supporting frame frames 101 are welded between the two opposite horizontal supporting frames 102, the vertical supporting frame 101 is arranged in an L shape and is used for being attached and supported at four corners of a building, the horizontal supporting frame 102 is used for being supported between a roof and a floor, wherein the vertical supporting frame 101 and the horizontal supporting frame 102 are connected into a whole by welding, and the shock absorption type wear-resistant pad 103 is arranged between the floor and the horizontal supporting frame 102 and plays a certain role in relieving external force impact;
as shown in fig. 3, in order to generate a certain resistance to the movement of the floors when the building sways and avoid the floors from collapsing due to too large stress, a first reinforcing connecting plate 21 is disposed on one side of each two corresponding vertical supporting frame frames 101, a viscoelastic damper 23 is disposed between each two corresponding first reinforcing connecting plates 21, as shown in fig. 1 and 3, a second reinforcing connecting plate 22 for connecting with the corresponding first reinforcing connecting plate 21 is disposed on each of two sides of the viscoelastic damper 23, each two corresponding first reinforcing connecting plates 21 are arranged in mirror symmetry with respect to the horizontal center line of the viscoelastic damper 23, and the second reinforcing connecting plate 22 is in a ladder shape for increasing the contact area between the viscoelastic damper 23 and the vertical supporting frame 101 and the building, so that when the building sways due to an axial force or a horizontal action, the corresponding first reinforcing connecting plate 21 and the second reinforcing connecting plate 21 are used for increasing the contact area between the viscoelastic damper 23 and the vertical supporting frame 101 and the building The connecting plate 22 can drive the floor slab and the viscoelastic body inside the viscoelastic damper 23 to generate shear deformation, so as to effectively absorb vibration energy when the building vibrates.
Further, as shown in fig. 1 and 3, the number of the first reinforcing connecting plates 21 is set to be plural, in order to make the connection between the supporting frame mechanism 1 and the damper mechanism 2 more firm and not easily disassembled when a shock occurs, a plurality of rectangular connecting grooves 104 are respectively formed at one side of the plurality of vertical supporting frame frames 101, and a plurality of first reinforcing connecting plates 21 are respectively inserted into the inner cavities of the corresponding rectangular connecting grooves 104, wherein the first reinforcing connecting plates 21 are arranged in a C shape, the first reinforcing connecting plates 21 are sleeved at one side of the horizontal supporting frame 102, and finally the first reinforcing connecting plates 21 are fixed on the vertical supporting frame 101 and the horizontal supporting frame 102 by bolts, as shown in fig. 1, the number of the viscoelastic dampers 23 is set to be two, and the two corresponding viscoelastic dampers 23 are respectively arranged in mirror symmetry with respect to the vertical center line of the horizontal supporting frame 102, therefore, when the building shakes, the damper mechanism 2 can drive the two sides of the building to move back and forth in the same direction.
Further, in order to prevent the building floors from being broken down and collapsed when swinging back and forth, the joints between the floors are clamped between the two corresponding rigid springs 34, the rigid springs 34 have certain elasticity and resilience, and the reinforced connecting steel frames 31 are arranged at the two ends of the rigid springs 34, wherein the two opposite sides of the floors can be stressed in the same direction, the number of the rigid springs 34 is at least two, and the two rigid springs 34 are arranged in mirror symmetry with respect to the horizontal center line of the vertical supporting frame body frame 101.
Further, as shown in fig. 2, a plurality of first connection rings 32 are disposed on two opposite sides of the horizontal support frame 102, the first connection rings 32 are fixedly mounted on the horizontal support frame 102 by bolts, and a second connection ring 33 for connecting with the reinforced connection steel frame 31 is fixedly mounted on one side of each of the first connection rings 32, wherein the second connection rings 33 and the reinforced connection steel frame 31 are disposed in a one-to-one correspondence manner, and meanwhile, in order to increase the compressive strength of the rigid spring 34, reinforcing connection seats 36 for connecting with the corresponding reinforced connection steel frame 31 are disposed at two ends of the rigid spring 34, and a rigid reinforcing bar 35 is fixedly mounted on an outer wall of the reinforced connection steel frame 31, and the rigid reinforcing bar 35 and the reinforcing connection seats 36 are connected to each other.
The working principle is as follows: when an earthquake-proof structure is installed in a high-rise building, firstly, the vertically-arranged supporting frame body frame 101 and the horizontally-arranged supporting frame body frame 102 are correspondingly installed between floors of each building, when the building is vibrated by an earthquake, the viscoelastic dampers 23 on the two sides drive the second reinforced connecting plate 22 and the first reinforced connecting plate 21 which are integrated with the viscoelastic dampers 23 through the viscoelastic bodies in the viscoelastic dampers, so as to drive the corresponding top and bottom floor slabs to generate shear deformation, meanwhile, the building floor slabs on the upper layer and the lower layer are clamped between the corresponding auxiliary limiting mechanisms 3, so that when the floor rocks, the floor slabs on the top and the bottom of the building and the side plates on the two sides provided with the damper mechanisms 2 can be driven to move back and forth in the same direction through the self elasticity of the horizontally-arranged supporting frame body frame 102 and the rigid springs 34, and the floor slabs and the side plates are prevented from being disintegrated and falling down in the rocking process.
The points to be finally explained are: first, in the description of the present application, it should be noted that, unless otherwise specified and limited, the terms "mounted," "connected," and "connected" should be understood broadly, and may be a mechanical connection or an electrical connection, or a communication between two elements, and may be a direct connection, and "upper," "lower," "left," and "right" are only used to indicate a relative positional relationship, and when the absolute position of the object to be described is changed, the relative positional relationship may be changed;
secondly, the method comprises the following steps: in the drawings of the disclosed embodiments of the utility model, only the structures related to the disclosed embodiments are referred to, other structures can refer to common designs, and the same embodiment and different embodiments of the utility model can be combined with each other without conflict;
and finally: the above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that are within the spirit and principle of the present invention are intended to be included in the scope of the present invention.
Claims (7)
1. The utility model provides a high-rise building earthquake-resistant structure, includes braced frame mechanism (1), the both sides of braced frame mechanism (1) are equipped with attenuator mechanism (2) that are used for absorbing the vibration dynamics, braced frame mechanism (1) inside is equipped with a plurality of supplementary stop gear (3) that are used for preventing the floor disintegration in rocking, its characterized in that: the supporting frame mechanism (1) comprises two opposite transverse supporting frames (102), a shock absorption type wear-resistant pad (103) is arranged on one side of each of the two opposite transverse supporting frames (102), a plurality of vertical supporting frame bodies (101) are welded between the two opposite transverse supporting frames (102), a first reinforcing connecting plate (21) is arranged on one side of each corresponding vertical supporting frame body (101), a plurality of first reinforcing connecting plates (21) are arranged, a viscoelastic damper (23) is arranged between each two corresponding first reinforcing connecting plates (21), second reinforcing connecting plates (22) used for being connected with the corresponding first reinforcing connecting plates (21) are arranged on two sides of the viscoelastic damper (23), a plurality of rigid springs (34) which are vertically arranged are arranged between the two opposite transverse supporting frames (102), and reinforced connecting steel frames (31) are arranged at two ends of the rigid springs (34).
2. A high-rise building earthquake-resistant structure according to claim 1, wherein: the number of the rigid springs (34) is at least two, and the two rigid springs (34) are arranged in mirror symmetry with respect to the horizontal center line of the vertical support frame body frame (101).
3. A high-rise building earthquake-resistant structure according to claim 2, wherein: a plurality of first connecting rings (32) are arranged on two opposite sides of the transverse supporting frame (102), and second connecting rings (33) used for being connected with the reinforced connecting steel frame (31) are fixedly arranged on one sides of the first connecting rings (32).
4. A high-rise building earthquake-resistant structure according to claim 3, wherein: and reinforcing connecting seats (36) used for being connected with corresponding reinforcing connecting steel frames (31) are arranged at two ends of the rigid springs (34), and rigid reinforcing strips (35) used for being connected with the reinforcing connecting seats (36) are wrapped on the outer walls of the reinforcing connecting steel frames (31).
5. A seismic structure for high-rise buildings according to claim 4, wherein: every two corresponding first reinforced connecting plates (21) are arranged in mirror symmetry with respect to the horizontal center line of the viscoelastic damper (23), the first reinforced connecting plates (21) are arranged in a C shape, and the first reinforced connecting plates (21) are sleeved on one side of the transverse supporting frame (102).
6. A seismic structure for high-rise buildings according to claim 5, wherein: a plurality of rectangular connecting grooves (104) are formed in one side of the vertical supporting frame body frame (101), and the first reinforcing connecting plates (21) are connected in an inserting mode in corresponding inner cavities of the rectangular connecting grooves (104).
7. A seismic structure for high-rise buildings according to claim 6, wherein: the number of the viscoelastic dampers (23) is two, and the two corresponding viscoelastic dampers (23) are arranged in mirror symmetry with respect to the vertical center line of the transverse support frame (102).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121512227.6U CN215367952U (en) | 2021-07-05 | 2021-07-05 | High-rise building earthquake-resistant structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121512227.6U CN215367952U (en) | 2021-07-05 | 2021-07-05 | High-rise building earthquake-resistant structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215367952U true CN215367952U (en) | 2021-12-31 |
Family
ID=79607196
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121512227.6U Expired - Fee Related CN215367952U (en) | 2021-07-05 | 2021-07-05 | High-rise building earthquake-resistant structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215367952U (en) |
-
2021
- 2021-07-05 CN CN202121512227.6U patent/CN215367952U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102587692B (en) | Mixed integrated high-rise structural system | |
| CN209779950U (en) | Full-swing structure system with swing columns and swing walls | |
| CN103628565B (en) | Frame-brace waves across structural system | |
| CN111335718B (en) | Energy-consumption latticed column structure of dense batten plate and using method | |
| WO2020192124A1 (en) | Fully fabricated frame structure system | |
| CN113123454B (en) | Column-connected double-energy-consumption assembled concrete frame system and construction method | |
| CN212956923U (en) | Assembled steel construction building strutting arrangement | |
| JP3811320B2 (en) | Bearing wall | |
| CN110344634B (en) | Anti-seismic low-rise building | |
| CN213418131U (en) | Building earthquake-resistant structure | |
| CN215367952U (en) | High-rise building earthquake-resistant structure | |
| CN210122837U (en) | Cross-layer and cross-span force-control buckling-restrained central support structure | |
| JP3827115B2 (en) | Seismic isolation structure | |
| CN115233854B (en) | Earthquake-proof house building foundation with new structure | |
| CN108678481B (en) | Anti-seismic steel structure residential building | |
| CN216689764U (en) | Anti-seismic steel structure factory building framework | |
| CN113123451B (en) | Connecting beam type supporting-assembling type concrete frame system and construction method | |
| CN204370614U (en) | The split type combined concrete shear wall of built-in round steel pipe cross section bearing diagonal | |
| CN211114952U (en) | Ancient building antidetonation strengthening equipment | |
| JPH10280725A (en) | Damping skeleton construction | |
| CN112095830A (en) | Whole controllable building structure that sways | |
| CN102191871B (en) | Rotating thin shell type house anti-seismic safety survival device made of thin plates | |
| JP2004353351A (en) | Upper extension method for existing building | |
| CN216276276U (en) | Building shock absorption structure using damper | |
| JP2001090352A (en) | Aseismatic remodeling method of dwelling, and aseismatic dwelling |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211231 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |