CN221073102U - Energy dissipation and shock absorption damper component for anti-seismic building - Google Patents
Energy dissipation and shock absorption damper component for anti-seismic building Download PDFInfo
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- CN221073102U CN221073102U CN202322518792.9U CN202322518792U CN221073102U CN 221073102 U CN221073102 U CN 221073102U CN 202322518792 U CN202322518792 U CN 202322518792U CN 221073102 U CN221073102 U CN 221073102U
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- 230000021715 photosynthesis, light harvesting Effects 0.000 title claims abstract description 43
- 230000035939 shock Effects 0.000 title claims abstract description 22
- 238000010521 absorption reaction Methods 0.000 title claims abstract description 19
- 239000002184 metal Substances 0.000 claims abstract description 19
- 238000013016 damping Methods 0.000 claims abstract description 13
- 229910003460 diamond Inorganic materials 0.000 claims description 5
- 239000010432 diamond Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
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- 238000010276 construction Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 2
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- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of building engineering earthquake resistance, in particular to an energy dissipation and shock absorption damper component of an earthquake resistant building; including two major structures, two built-in fittings, a plurality of splint, metal yield type attenuator and supplementary energy dissipation structure, supplementary energy dissipation structure includes two diamond-shaped frame, a plurality of first connecting pieces, a plurality of second connecting pieces and a plurality of viscous attenuator, metal yield type attenuator's both ends all are provided with first connecting plate, through installing the diamond-shaped frame between two first connecting plates, four sides at every diamond-shaped frame set up first connecting piece, be provided with the second connecting piece in the terminal angle department of every first connecting plate, set up viscous attenuator between every first connecting piece and corresponding second connecting piece, through the setting of a plurality of viscous attenuator, further play shock attenuation damping effect to the building, thereby make the energy dissipation performance of whole attenuator component better.
Description
Technical Field
The utility model relates to the technical field of earthquake resistance of constructional engineering, in particular to an energy dissipation and shock absorption damper component of an earthquake-resistant building.
Background
The traditional reinforced structure anti-seismic method comprises the steps of setting a large number of shear walls to increase the rigidity and strength of the wall structure to improve the anti-seismic capacity of the structure, thereby not only affecting the use function of the building, but also greatly improving the construction difficulty and cost.
To solve the above problems, the prior published patent (CN 204185956U) discloses an energy dissipation and shock absorption damper component for an earthquake-resistant building, which comprises a main body structure and an energy dissipation device; the energy dissipation device comprises a damper member, an embedded part and a clamping plate; the damper member includes a connection plate and a damper; the buried plate is connected with the damper through the connecting plate; the clamping plates are positioned on two sides of the connecting plate; the clamping plates are mutually fixed with the connecting plates through bolts. The technical scheme is used for earthquake-proof fortification of new buildings with important functions, high-density crowd public places, complex building functions and need to cope with disaster requirements, reinforcing, modifying and maintaining old buildings, and meanwhile, the constraint of an original structure on the realization of building functions can be broken through, the diversity and the comfort of the buildings are improved, the manufacturing cost and the construction difficulty are greatly reduced, the construction period is saved, and the safety is improved.
But the structure of the damper element in the existing energy dissipation and shock absorption damper element of the earthquake-resistant building is simpler, and the energy dissipation effect is not ideal.
Disclosure of utility model
The utility model aims to provide an anti-seismic building energy dissipation and shock absorption damper member, and aims to solve the technical problems that the structure of a damper member in the existing anti-seismic building energy dissipation and shock absorption damper member is simpler and the energy dissipation effect is not ideal.
In order to achieve the above purpose, the utility model provides an anti-seismic building energy dissipation and shock absorption damper member, which comprises two main body structures, two embedded parts, a plurality of clamping plates, metal yielding dampers and auxiliary energy dissipation structures, wherein the embedded parts are arranged on one surfaces of the two main body structures, which are opposite, the metal yielding dampers are arranged between the two embedded parts, first connecting plates are arranged at two ends of the metal yielding dampers, a second connecting plate is arranged at one end, close to the metal yielding dampers, of each embedded part, the clamping plates are arranged at two sides of each first connecting plate and the corresponding second connecting plate, and the two clamping plates, which are mutually corresponding, are fixed through bolts;
The auxiliary energy dissipation structure comprises two diamond-shaped frames, a plurality of first connecting pieces, a plurality of second connecting pieces and a plurality of viscous dampers, wherein the diamond-shaped frames are fixedly arranged between two sides of the first connecting pieces, each diamond-shaped frame is provided with the first connecting pieces on four sides, each first connecting piece is provided with the second connecting pieces on end corners, and each first connecting piece and the corresponding second connecting piece are hinged with the viscous dampers.
Each first connecting piece comprises a first fixing block and a first mounting frame, the first fixing blocks are connected with the outer side walls of the diamond-shaped frames in a detachable mode, one faces, far away from the diamond-shaped frames, of the first fixing blocks are fixedly provided with the first mounting frames, and one ends, close to the diamond-shaped frames, of the viscous damper are hinged to the first mounting frames.
Each second connecting piece comprises a second fixing block and a second mounting frame, the second fixing blocks are connected with the end corners of the first connecting plates in a detachable mode, the second fixing blocks are away from the corresponding second mounting frames which are fixedly arranged on one faces of the first connecting plates, and one ends, close to the corresponding viscous dampers, of the first connecting plates are hinged to the second mounting frames.
The two ends of each diamond-shaped frame are provided with fixing plates, the fixing plates are detachably connected with the corresponding first connecting plates, and reinforcing ribs are arranged between the two ends of the fixing plates and the diamond-shaped frames.
The energy dissipation and shock absorption damper component of the earthquake-resistant building further comprises two cross components, and the cross components are arranged in each diamond-shaped frame.
The end part of each cross member is provided with a fixed block, and the fixed blocks are detachably connected with the inner side walls of the diamond-shaped frames.
According to the energy dissipation and shock absorption damper component for the earthquake-resistant building, the diamond-shaped frame is arranged between the two first connecting plates, the first connecting pieces are arranged on the four sides of each diamond-shaped frame, the second connecting pieces are arranged at the end corners of each first connecting plate, the viscous damper is arranged between each first connecting piece and the corresponding second connecting piece, and the vibration absorption and damping effects are further achieved on the building through the arrangement of the viscous dampers, so that the energy dissipation performance of the whole damper component is better.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of an earthquake-resistant building energy-dissipating and shock-absorbing damper member of a first embodiment of the utility model.
Fig. 2 is a schematic view of a part of the construction of the energy-dissipating and shock-absorbing damper member for a shock-resistant building according to the first embodiment of the present utility model.
Fig. 3 is an enlarged view of a partial structure at a of fig. 2 provided by the present utility model.
Fig. 4 is a schematic view of a part of the construction of an earthquake-resistant building energy-dissipating and shock-absorbing damper member of a second embodiment of the utility model.
101-Main body structure, 102-embedded part, 103-clamping plate, 104-metal yielding damper, 105-diamond frame, 106-first connecting piece, 107-second connecting piece, 108-viscous damper, 109-first fixed block, 110-first mounting frame, 111-second fixed block, 112-second mounting frame, 113-first connecting plate, 114-second connecting plate, 115-fixed plate, 116-reinforcing rib, 201-cross member and 202-fixed block.
Detailed Description
Embodiments of the present utility model are described in detail below, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below by referring to the drawings are illustrative and intended to explain the present utility model and should not be construed as limiting the utility model.
First embodiment:
referring to fig. 1 to 3, fig. 1 is a schematic structural view of an earthquake-resistant building energy-dissipating and shock-absorbing damper member of a first embodiment, fig. 2 is a schematic structural view of a portion of the earthquake-resistant building energy-dissipating and shock-absorbing damper member of the first embodiment, and fig. 3 is a partially enlarged structural view at a of fig. 2.
The utility model provides an energy dissipation and shock absorption damper component of an anti-seismic building, which comprises the following components: including two major structure 101, two built-in fitting 102, a plurality of splint 103, metal yielding type damper 104 and supplementary energy dissipation structure, supplementary energy dissipation structure includes two diamond-shaped frame 105, a plurality of first connecting piece 106, a plurality of second connecting piece 107 and a plurality of viscous damper 108, every first connecting piece 106 all includes first fixed block 109 and first mounting frame 110, every second connecting piece 107 all includes second fixed block 111 and second mounting frame 112. The problems that the structure of the damper element in the existing energy dissipation and shock absorption damper element of the earthquake-resistant building is simpler and the energy dissipation effect is not ideal are solved through the scheme, and the scheme can be used for the structure of the energy dissipation and shock absorption damper element of the earthquake-resistant building.
For the present embodiment, the embedded parts 102 are disposed on opposite sides of the two main structures 101, the metal yielding type damper 104 is disposed between the two embedded parts 102, the first connecting plates 113 are disposed at two ends of the metal yielding type damper 104, the second connecting plates 114 are disposed at one ends of the embedded parts 102, which are close to the metal yielding type damper 104, of the embedded parts 102, the clamping plates 103 are disposed at two sides of each first connecting plate 113 and the corresponding second connecting plate 114, the two clamping plates 103, which are corresponding to each other, are fixed through bolts, the main structures 101 are subjected to the action of a ground force, the energy dissipation and shock absorption member responds, the building transmits the ground force to the embedded parts 102, and the building transmits the ground force to the metal yielding type damper 104 through the cooperation of the second connecting plates 114 and the first connecting plates 113, the internal shearing local deformation of the metal yielding type damper 104 provides additional damping, and the energy of the input structure is consumed in a large amount, so that the kinetic energy or deformation energy of the structure is converted into a thermal energy dissipation form, and the like, and the thermal energy dissipation form of the structure achieves the expected anti-vibration requirement.
The two sides of the first connecting plate 113 are fixedly provided with the diamond-shaped frame 105, four sides of each diamond-shaped frame 105 are provided with the first connecting pieces 106, the end corners of each first connecting plate 113 are provided with the second connecting pieces 107, each first connecting piece 106 and the corresponding second connecting piece 107 are hinged with the viscous damper 108, the diamond-shaped frame 105 is installed between the two first connecting plates 113, the first connecting pieces 106 are arranged at four sides of each diamond-shaped frame 105, the second connecting pieces 107 are arranged at the end corners of each first connecting plate 113, the viscous damper 108 is arranged between each first connecting piece 106 and the corresponding second connecting piece 107, and the viscous damper 108 is arranged to further play a damping role on a building, so that the energy dissipation performance of the whole damper is better.
Secondly, the first fixing block 109 is detachably connected with the outer side wall of the diamond-shaped frame 105, the first fixing block 109 is fixedly arranged on one surface, far away from the diamond-shaped frame 105, of the first fixing block 109, the end, close to the diamond-shaped frame 105, of the viscous damper 108 is hinged to the first fixing block 110, the first fixing block 109 is fixed on the outer side wall of the diamond-shaped frame 105 by using screws, so that the first connecting piece 106 is mounted, the first fixing block 110 is fixedly connected with the first fixing block 109, the first fixing block is manufactured by adopting an integral molding technology, and the structure of the first connecting piece 106 is firmer.
Meanwhile, the second fixing block 111 is detachably connected with the end corner of the first connecting plate 113, the second mounting frame 112 is fixedly arranged on one surface, away from the corresponding first connecting plate 113, of the second fixing block 111, one end, close to the corresponding first connecting plate 113, of the viscous damper 108 is hinged to the second mounting frame 112, the second fixing block 111 is fixed to the end corner of the first connecting plate 113 by means of screws, so that the second connecting piece 107 is mounted, the second mounting frame 112 is fixedly connected with the second fixing block 111, the second mounting frame is manufactured by means of an integrated forming technology, and the structure of the second connecting piece 107 is firmer.
In addition, each of the two ends of the diamond-shaped frame 105 is provided with a fixing plate 115, the fixing plate 115 is detachably connected with the corresponding first connecting plate 113, a reinforcing rib 116 is provided between each of the two ends of the fixing plate 115 and the diamond-shaped frame 105, the fixing plate 115 is fixed on the first connecting plate 113 by using screws, so that the diamond-shaped frame 105 is mounted, and the overall structure of the diamond-shaped frame 105 is more stable by the arrangement of the reinforcing ribs 116.
When the energy dissipation and damping damper member for the earthquake-resistant building is used, the main structure 101 is subjected to the action of earthquake force, the energy dissipation and damping member responds, the building transmits the earthquake force to the embedded part 102, the earthquake force is transmitted to the metal yielding type damper 104 through the cooperation of the second connecting plates 114 and the first connecting plates 113, the internal shearing local deformation of the metal yielding type damper 104 provides additional damping, a large amount of energy of an input structure is consumed, the kinetic energy or the deformation energy of the structure is converted into heat energy and the like to be dissipated, the expected fortification requirement is met, the diamond-shaped frame 105 is arranged between the two first connecting plates 113, the first connecting pieces 106 are arranged on the four sides of each diamond-shaped frame 105, the second connecting pieces 107 are arranged at the end corners of each first connecting plate 113, the viscous damper 108 is arranged between each first connecting piece 106 and the corresponding second connecting piece 107, and the arrangement of the viscous damper 108 further plays a role in the whole of the building, and therefore the whole damping member can achieve better damping performance.
Second embodiment:
On the basis of the first embodiment, referring to fig. 4, fig. 4 is a schematic view of a part of a shock-absorbing damper member of a shock-resistant building according to a second embodiment.
The utility model provides an earthquake-resistant building energy dissipation and shock absorption damper member, which further comprises two cross members 201.
For the present embodiment, the cross member 201 is disposed inside each diamond 105, and by disposing the cross member 201, the overall structure of the diamond 105 is stronger.
The end of each cross member 201 is provided with a fixing block 202, the fixing blocks 202 are detachably connected with the inner side walls of the diamond-shaped frame 105, and the cross members 201 are installed inside the diamond-shaped frame 105 through the arrangement of the fixing blocks 202.
When the energy dissipation and shock absorption damper member for the earthquake-resistant building is used, the cross member 201 is installed inside the diamond-shaped frame 105 through the arrangement of the fixing blocks 202, and the strength of the overall structure of the diamond-shaped frame 105 is higher through the arrangement of the cross member 201.
The above disclosure is only a preferred embodiment of the present utility model, and it should be understood that the scope of the utility model is not limited thereto, and those skilled in the art will appreciate that all or part of the procedures described above can be performed according to the equivalent changes of the claims, and still fall within the scope of the present utility model.
Claims (6)
1. The utility model provides an anti-seismic building energy dissipation shock attenuation damper component, includes two major structure, two built-in fitting, a plurality of splint and metal yielding type damper, two the one side that major structure is opposite all is provided with the built-in fitting, is provided with between two the built-in fitting metal yielding type damper, the both ends of metal yielding type damper all are provided with first connecting plate, every the built-in fitting is close to the one end of metal yielding type damper all is provided with the second connecting plate, every first connecting plate and the both sides of corresponding second connecting plate all are provided with splint, two mutual correspondences splint pass through the bolt fastening, its characterized in that,
The device also comprises an auxiliary energy dissipation structure;
The auxiliary energy dissipation structure comprises two diamond-shaped frames, a plurality of first connecting pieces, a plurality of second connecting pieces and a plurality of viscous dampers, wherein the diamond-shaped frames are fixedly arranged between two sides of the first connecting pieces, each diamond-shaped frame is provided with the first connecting pieces on four sides, each first connecting piece is provided with the second connecting pieces on end corners, and each first connecting piece and the corresponding second connecting piece are hinged with the viscous dampers.
2. An earthquake resistant building energy dissipation and damping damper member as recited in claim 1,
Each first connecting piece comprises a first fixing block and a first mounting frame, the first fixing blocks are connected with the outer side walls of the diamond-shaped frames in a detachable mode, one faces, far away from the diamond-shaped frames, of the first fixing blocks are fixedly provided with the first mounting frames, and one ends, close to the diamond-shaped frames, of the viscous damper are hinged to the first mounting frames.
3. An earthquake resistant building energy dissipation and damping damper member as recited in claim 1,
Every the second connecting piece all includes second fixed block and second installing frame, the second fixed block with the terminal angle department dismantles of first connecting plate is connected, the second fixed block keeps away from corresponding the one side of first connecting plate is fixed to be provided with the second installing frame, viscous damper is close to corresponding the one end of first connecting plate articulates second installing frame department.
4. An earthquake-resistant building energy-dissipating and shock-absorbing damper member as set forth in claim 3, wherein,
Each diamond frame is provided with a fixing plate at two ends, the fixing plates are detachably connected with the corresponding first connecting plates, and reinforcing ribs are arranged between the two ends of the fixing plates and the diamond frames.
5. An earthquake resistant building energy dissipation and damping damper member as recited in claim 1,
The energy dissipation and shock absorption damper component of the earthquake-resistant building further comprises two cross components, and the cross components are arranged in each diamond-shaped frame.
6. An earthquake resistant building energy dissipation and damping damper member as recited in claim 5,
The end part of each cross member is provided with a fixed block, and the fixed blocks are detachably connected with the inner side walls of the diamond-shaped frames.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322518792.9U CN221073102U (en) | 2023-09-15 | 2023-09-15 | Energy dissipation and shock absorption damper component for anti-seismic building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322518792.9U CN221073102U (en) | 2023-09-15 | 2023-09-15 | Energy dissipation and shock absorption damper component for anti-seismic building |
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| Publication Number | Publication Date |
|---|---|
| CN221073102U true CN221073102U (en) | 2024-06-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322518792.9U Active CN221073102U (en) | 2023-09-15 | 2023-09-15 | Energy dissipation and shock absorption damper component for anti-seismic building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221073102U (en) |
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2023
- 2023-09-15 CN CN202322518792.9U patent/CN221073102U/en active Active
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