CN109403497B - Shock insulation and absorption device for high-rise building - Google Patents
Shock insulation and absorption device for high-rise building Download PDFInfo
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- CN109403497B CN109403497B CN201811541991.9A CN201811541991A CN109403497B CN 109403497 B CN109403497 B CN 109403497B CN 201811541991 A CN201811541991 A CN 201811541991A CN 109403497 B CN109403497 B CN 109403497B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
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- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention relates to the technical field of shockproof equipment and discloses a high-rise building shock isolation and absorption device which comprises a ground beam, wherein a ring beam is fixedly arranged at the top of the ground beam, connecting plates are fixedly arranged on the left side and the right side of an inner cavity of the ring beam, fixing plate ribs are fixedly arranged on the sides, close to each other, of the two connecting plates, and outer rotating handles are fixedly arranged at the upper end and the lower end, close to each other, of the two fixing plate ribs. This high-rise building shock insulation shock attenuation recovery unit, through the shock attenuation slide bar, damping spring, mutually support between the shock attenuation sleeve, damping spring has the cushioning effect, the shock attenuation slide bar can remove about shock attenuation sleeve is inside, the interact through inside rubber and inside steel sheet, make this high-rise building damping device all can play protection cushioning effect to the shear wave and the longitudinal wave of earthquake ripples, from making this high-rise building damping device can effectually protect the building, and then improved this high-rise building damping device's practicality.
Description
Technical Field
The invention relates to the technical field of shockproof equipment, in particular to a shock insulation and absorption device for a high-rise building.
Background
The damping device is not only used in the machining field, and along with the progress of damping technology and the requirement of building construction safety, high-rise buildings also begin to adopt the damping device to construct gradually, and the building that adopts the damping device to construct can reduce the damage that the building main part received in the earthquake to effectual assurance people's personal safety.
The existing high-rise building utilizes the shock absorption support fixedly arranged between a ground beam and a foundation to absorb and consume the shock brought to the high-rise building by the earthquake, the existing shock absorption support is mainly formed by sequentially stacking steel plates and rubber layers, the earthquake shock wave is divided into transverse wave and longitudinal wave, when the earthquake longitudinal wave and the transverse wave jointly act to form surface wave diffusion, the existing shock absorption support has a single structure and cannot perform shock absorption work aiming at the wave form of the earthquake wave, so that the shock absorption effect is not ideal, the building cannot be protected to the maximum extent, when a house is subjected to the earthquake shock, the shock absorption support can also be directly subjected to the transverse sliding and inclination of the earthquake shock, so that the shock absorption effect is lost, the building subjected to the shock cannot be continuously used due to the transverse inclination of the shock absorption support, meanwhile, the installation mode of the existing shock absorption support in the construction process is very complicated, and the labor intensity of constructors, and then the practicality of current shock mount has been reduced.
Disclosure of Invention
The invention provides a shock-isolating and shock-absorbing device for high-rise buildings, which has the advantages of simultaneously buffering transverse earthquake waves and longitudinal earthquake waves so as to avoid the damage of the buildings, avoiding the damage after the earthquake, being continuously used and having simple installation mode in the construction process, and solves the problems that the existing shock-absorbing support is mainly formed by sequentially stacking steel plates and rubber layers, the earthquake shock waves are divided into the transverse waves and the longitudinal waves, when the longitudinal earthquake waves and the transverse waves jointly act to form surface wave diffusion, the existing shock-absorbing support has too single structure and cannot carry out shock-absorbing work aiming at the wave shape of the earthquake waves so that the shock-absorbing effect is not ideal, the buildings cannot be protected to the maximum extent, when houses are subjected to earthquake shock, the shock-absorbing support can also be transversely slid and inclined by the earthquake so as to lose the shock-absorbing effect, and the buildings subjected to the shock cannot be continuously used because of the transverse, meanwhile, the installation mode of the existing damping support is very complex in the construction process, the labor intensity of constructors is increased, and the practicability of the existing damping support is further reduced.
The invention provides the following technical scheme: a shock insulation and shock absorption recovery device for a high-rise building comprises a ground beam, wherein a ring beam is fixedly arranged at the top of the ground beam, connecting plates are fixedly arranged on the left side and the right side of an inner cavity of the ring beam, fixing plate ribs are fixedly arranged on one side, close to the two connecting plates, of the two fixing plate ribs, outer rotating handles are fixedly arranged at the upper end and the lower end, close to the one side, of the two fixing plate ribs, outer rotating shafts are fixedly sleeved inside the outer rotating handles, shock absorption sliding rods located at the back parts of the outer rotating handles are movably sleeved on the outer surfaces of the outer rotating shafts, shock absorption sleeves located between the two fixing plate ribs are movably sleeved on the outer surfaces of the shock absorption sliding rods, sliders are fixedly arranged at one ends, located inside the shock absorption sleeves, of the shock absorption sliding rods, the upper ends and the lower ends of the sliders are movably sleeved on the inner walls of the shock absorption sleeves, shock absorption springs, four damping sleeves are divided into two groups, two damping sleeves are divided into one group, an inner rotating shaft is movably sleeved at one end of each group, which is close to each damping sleeve, the outer surfaces of the two inner rotating shafts are fixedly sleeved with inner rotating handles, one side of each group, which is close to each inner rotating handle, is fixedly connected with a rubber protection steel plate, one side of each group, which is close to each rubber protection steel plate, is fixedly provided with inner rubber, one side of each group, which is close to each inner rubber, is fixedly provided with an inner steel plate, the two rubber protection steel plates are sequentially bonded and filled by the inner rubber and the inner steel plates, the left end and the right end of the bottom surface of each rubber protection steel plate are fixedly provided with connecting seats, the bottom ends of the two connecting seats are fixedly provided with limiting rods, the outer surfaces of the two limiting rods are movably sleeved with damping sleeves, and the bottom ends of the two limiting, the outer surfaces of the two buffer blocks are movably sleeved with the inner cavities of the two buffer sleeves, the bottoms of the two buffer blocks are fixedly provided with buffer springs positioned inside the buffer sleeves, the bottom ends of the two buffer springs are fixedly provided with buffer blocks positioned at the bottoms of the inner cavities of the buffer sleeves, the bottoms of the two buffer blocks are fixedly provided with limiting rods, the two limiting rods penetrate through the bottoms of the inner cavities of the buffer sleeves and extend to the outer sides of the bottoms of the two buffer sleeves, the bottoms of the two limiting rods are fixedly provided with connecting seats positioned between the bottoms of the buffer sleeves and the rubber protection steel plate, and the two connecting seats are fixedly connected with the left end and the right end of the top surface of the rubber protection steel plate, the bottom surface of the rubber protection steel plate is in contact with the top surface of the ground beam, and the top end of the rubber protection steel plate is fixedly provided with a connecting column located at the top of the inner cavity of the ring beam.
Preferably, the ring beam is circular, and the bottom of the ring beam and the top of the ground beam are formed by pouring concrete.
Preferably, one side that two the connecting plate keeps away from each other is fixed mounting has the even muscle that is located the inside of collar tie beam, the other end fixed mounting of muscle has the spacing muscle that is located the inside of collar tie beam.
Preferably, the shape and size of the fixed plate rib are matched with the shape and size of the connecting plate, and the fixed plate rib is connected with the connecting plate in a welding mode.
Preferably, the number of the fixed plate ribs is six, and the six fixed plate ribs are uniformly distributed in the inner cavity of the ring beam at equal intervals.
Preferably, the front surface of the rubber protection steel plate is provided with a threaded hole, and the size of the threaded hole is matched with that of the fixing rod.
Preferably, the left side and the right side of the limiting rod are fixedly provided with reinforcing ribs, and the other ends of the reinforcing ribs are fixedly connected with the connecting seat.
Preferably, the connecting column is hollow, the connecting column is in an inverted trapezoid shape, and the left side and the right side of the inner cavity of the connecting column are fixedly provided with embedded ribs.
Preferably, two the equal fixed mounting of one end that the embedded muscle was kept away from mutually has the structural steel who is located the spliced pole inside.
The invention has the following beneficial effects:
1. this high-rise building shock insulation damping device, through the shock attenuation slide bar, damping spring, mutually support between the shock attenuation sleeve, damping spring has the cushioning effect, the shock attenuation slide bar can remove about shock attenuation sleeve is inside, the interact through inside rubber and inside steel sheet, make this high-rise building damping device all can play protection cushioning effect to the shear wave and the longitudinal wave of earthquake ripples, from making this high-rise building damping device can effectually protect the building, and then improved this high-rise building damping device's practicality.
2. This high-rise building shock insulation damping device, through the gag lever post, buffer spring, mutually support between the cushion sleeve, the gag lever post can only slide from top to bottom in cushion sleeve is inside, buffer spring has elasticity and has certain cushioning effect in vertical direction, when the earthquake takes place, the gag lever post is the stable state with the cushion sleeve on the horizontal direction, make inside steel sheet and inside rubber can only reciprocate under the effect of earthquake vibrations, thereby avoid inside rubber and inside steel sheet to take place the transverse inclination and cause the damage, and then improved this high-rise building damping device's practicality.
3. This high-rise building shock insulation damping device, through the mutually supporting between spliced pole and the pre-buried muscle to and mutually supporting between fixed plate muscle and the connecting plate, with fixed plate muscle and connecting plate welded fastening back, the workman can directly pour the concrete in the spliced pole is inside, pre-buried muscle can increase the joint strength of newly-poured concrete and spliced pole, this high-rise building damping device's installation is very convenient simple, workman's construction strength has been reduced, and then this high-rise building damping device's practicality has been improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of the structure at A of the present invention;
FIG. 3 is a schematic structural view of a rubber protection steel plate according to the present invention.
In the figure: 1. a ground beam; 2. a connecting plate; 3. connecting plate ribs; 4. an outer rotating handle; 5. an inner rotating handle; 6. an inner rotating shaft; 7. a rubber protection steel plate; 8. an inner rubber; 9. an inner steel plate; 10. fixing the plate ribs; 11. limiting ribs; 12. a ring beam; 13. a slider; 14. pre-embedding ribs; 15. connecting columns; 16. fixing the rod; 17. structural steel bars; 18. a limiting rod; 19. a damping spring; 20. a damping slide bar; 21. an outer rotating shaft; 22. a shock-absorbing sleeve; 23. a connecting seat; 24. a buffer spring; 25. a buffer sleeve; 26. and a buffer block.
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 fig. 1-3, a shock-isolating and shock-absorbing device for high-rise buildings comprises a ground beam 1, a ring beam 12 is fixedly installed at the top of the ground beam 1, the ring beam 12 is circular, the bottom of the ring beam 12 and the top of the ground beam 1 are formed by pouring concrete, connecting plates 2 are fixedly installed on the left side and the right side of the inner cavity of the ring beam 12, connecting plate ribs 3 located inside the ring beam 12 are fixedly installed on the sides, far away from each other, of the two connecting plates 2, limiting ribs 11 located inside the ring beam 12 are fixedly installed at the other ends of the plate ribs, fixed plate ribs 10 are fixedly installed on the sides, near the two connecting plates 2, of the fixed plate ribs 10, the shape and the size of the fixed plate ribs are matched with the shape and the size of the connecting plates 2, the fixed plate ribs 10 are welded with the connecting plates 2, the number of the fixed plate ribs 10 is six, the six fixed plate ribs 10 are uniformly distributed in the inner cavity of the ring beam 12 at equal intervals, outer, an outer rotating shaft 21 is fixedly sleeved inside the outer rotating handle 4, a damping slide rod 20 positioned at the back of the outer rotating handle 4 is movably sleeved on the outer surface of the outer rotating shaft 21, the damping slide rod 20 can move left and right inside a damping sleeve 22, the damping sleeve 22 positioned between two fixed plate ribs 10 is movably sleeved on the outer surface of the damping slide rod 20, one end of the damping slide rod 20 positioned inside the damping sleeve 22 is fixedly provided with a slide block 13, the upper end and the lower end of the slide block 13 are movably sleeved with the inner wall of the damping sleeve 22, a damping spring 19 is movably sleeved inside the damping sleeve 22, and the left end and the right end of the damping spring 19 are respectively fixedly connected with the inner wall of the damping sleeve 22 and the slide block 13, four damping sleeves 22 and two damping sleeves 22 are divided into a group of upper and lower groups, one end of each group of damping sleeves 22 close to each other is movably sleeved with an inner rotating shaft 6, the outer surfaces of the two inner rotating shafts 6 are fixedly sleeved with inner rotating handles 5, one side of each of the two inner rotating handles 5 close to each other is fixedly connected with a rubber protection steel plate 7, the front side of each rubber protection steel plate 7 is provided with a threaded hole, the size of each threaded hole is matched with that of a fixed rod 16, one side of each of the two rubber protection steel plates 7 close to each other is fixedly provided with an inner rubber 8, one side of each of the two inner rubbers 8 close to each other is fixedly provided with an inner steel plate 9, the two rubber protection steel plates 7 are sequentially bonded and filled with the inner rubber 8 and the inner steel plates 9, the inner rubber 8 has a buffering effect, earthquake longitudinal waves can be greatly weakened by the inner rubber 8 when passing through the, the strength of the internal rubber 8 can be enhanced by the internal steel plate 9, the internal rubber 8 is prevented from being damaged due to overlarge pressure, the connecting seats 23 are fixedly arranged at the left end and the right end of the bottom surface of the rubber protection steel plate, the limiting rods 18 are fixedly arranged at the bottom ends of the two connecting seats 23, the limiting rods 18 can only slide up and down in the buffer sleeves 25, when an earthquake occurs, the limiting rods 18 and the buffer sleeves 25 are in a stable state in the horizontal direction, so that the internal steel plate 9 and the internal rubber 8 can only move up and down under the action of earthquake vibration, the internal rubber 8 and the internal steel plate 9 are prevented from being damaged due to transverse inclination, the reinforcing ribs are fixedly arranged at the left side and the right side of the limiting rods 18, the other ends of the reinforcing ribs are fixedly connected with the connecting seats 23, the buffer sleeves 25 are movably sleeved on the outer surfaces of the two limiting rods 18, and the buffer blocks, the outer surfaces of the two buffer blocks are movably sleeved with the inner cavities of the two buffer sleeves 25, the bottoms of the two buffer blocks 26 are fixedly provided with buffer springs 24 positioned inside the buffer sleeves 25, the bottom ends of the two buffer springs 24 are fixedly provided with buffer blocks 26 positioned at the bottoms of the inner cavities of the buffer sleeves 25, the bottoms of the two buffer blocks 26 are fixedly provided with limiting rods 18, the two limiting rods 18 penetrate through the bottoms of the inner cavities of the buffer sleeves 25 and extend to the outer sides of the bottoms of the two buffer sleeves 25, the bottoms of the two limiting rods 18 are fixedly provided with connecting seats 23 positioned between the bottoms of the buffer sleeves 25 and the rubber protection steel plate 7, the two connecting seats 23 are fixedly connected with the left end and the right end of the top surface of the rubber protection steel plate 7, the bottom surface of the rubber protection steel plate 7 is contacted with the top surface of the ground beam 1, the top end of the rubber protection, the inside cavity of spliced pole 15, spliced pole 15's shape is for falling trapezoidal, and the equal fixed mounting in the left and right sides of the inner chamber of spliced pole 15 has pre-buried muscle 14, and the equal fixed mounting in one end that two pre-buried muscle 14 kept away from mutually has the inside structural reinforcement 17 that is located spliced pole 15.
The working principle is that during construction, the fixed plate ribs 10 and the connecting plates 2 are welded to complete installation of the high-rise building damping device, then concrete is directly poured into the connecting columns 15 to continue other steps of building construction, after the building is called for short, if an earthquake happens suddenly, the internal rubber 8 and the internal steel plates 9 between the two rubber protection steel plates 7 can effectively play a role in damping and buffering the longitudinal waves of earthquake waves, the damping slide rods 20 can move left and right in the damping sleeves 22, and the damping and buffering functions of the damping springs 19 are matched, so that the rubber protection steel plates 7 and the whole high-rise building can slide left and right in the ring beams 12 due to transverse waves of the earthquake, floors are prevented from being damaged by the earthquake, meanwhile, the limiting rods 18 only can slide up and down in the damping sleeves 25, and therefore the limiting rods 18 and the damping sleeves 25 are in a stable state in the horizontal direction, the internal steel plate 9 and the internal rubber 8 can only move up and down under the action of earthquake vibration, so that the internal rubber 8 and the internal steel plate 9 are prevented from transversely inclining to cause damage due to earthquake transverse waves.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a high-rise building shock insulation damping device, includes grade beam (1), its characterized in that: the damping device is characterized in that a ring beam (12) is fixedly mounted at the top of the ground beam (1), connecting plates (2) are fixedly mounted on the left side and the right side of an inner cavity of the ring beam (12), two fixing plate ribs (10) are fixedly mounted on one side, close to the two connecting plates (2), of the two fixing plate ribs (10), outer rotating handles (4) are fixedly mounted at the upper end and the lower end, close to the one side, of the two fixing plate ribs (10), outer rotating shafts (21) are fixedly sleeved inside the outer rotating handles (4), damping slide rods (20) located at the backs of the outer rotating handles (4) are movably sleeved on the outer surfaces of the damping slide rods (20), damping sleeves (22) located between the two fixing plate ribs (10) are movably sleeved on the outer surfaces of the damping slide rods (20), a sliding block (13) is fixedly mounted at one end, located inside the damping sleeves (22), of the sliding block (13), and the upper end and the lower end, damping spring (19) has been cup jointed in the inside activity of damping sleeve (22), damping spring (19) about both ends respectively with the inner wall and slider (13) fixed connection of damping sleeve (22), the quantity of damping sleeve (22) has four and two to be a set of two sets of from top to bottom, every group damping sleeve (22) one end that is close to mutually all the activity cup joint interior pivot (6), two the surface of interior pivot (6) all the fixed cover have interior turning handle (5), two the equal fixedly connected with rubber protection steel sheet (7) of one side that interior turning handle (5) are close to mutually, two the equal fixed mounting of one side that rubber protection steel sheet (7) are close to mutually has inside rubber (8), two the equal fixed mounting of one side that inside rubber (8) are close to mutually has inside steel sheet (9), two bond in proper order by inside rubber (8) and inside steel sheet (9) between rubber protection steel sheet (7) and fill and form, the rubber protection steel plate comprises a rubber protection steel plate bottom surface, wherein connecting seats (23) are fixedly installed at the left end and the right end of the bottom surface of the rubber protection steel plate, limiting rods (18) are fixedly installed at the bottom ends of the two connecting seats (23), buffer sleeves (25) are movably sleeved on the outer surfaces of the two limiting rods (18), buffer blocks (26) located at the tops of inner cavities of the buffer sleeves (25) are fixedly installed at the bottom ends of the two limiting rods (18), the outer surfaces of the two buffer blocks are movably sleeved with the inner cavities of the two buffer sleeves (25), buffer springs (24) located inside the buffer sleeves (25) are fixedly installed at the bottom ends of the two buffer blocks (26), the buffer blocks (26) located at the bottoms of the inner cavities of the buffer sleeves (25) are fixedly installed at the bottom ends of the two buffer blocks (24), and the limiting rods (18) are fixedly installed, two gag lever post (18) all runs through the bottom of cushion collar (25) inner chamber and extends to the outside of two cushion collar (25) bottoms, two the equal fixed mounting in bottom of gag lever post (18) has connecting seat (23) that are located between cushion collar (25) bottom and rubber protection steel sheet (7), two connecting seat (23) all with rubber protection steel sheet (7) top surface about both ends fixed connection, the bottom surface of rubber protection steel sheet (7) contacts with the top surface of grade beam (1), the top fixed mounting of rubber protection steel sheet has spliced pole (15) that are located circle roof beam (12) inner chamber top, the inside cavity of spliced pole (15), the shape of spliced pole (15) is down trapezoidal, the equal fixed mounting in the left and right sides of the inner chamber of spliced pole (15) has pre-buried muscle (14), two the equal fixed mounting in one end that pre-buried muscle (14) kept away from mutually has structural reinforcement (17) that is located spliced pole (15) inside.
2. A high-rise building seismic isolation and reduction device according to claim 1, wherein: the number of the fixed plate ribs (10) is six, and the six fixed plate ribs (10) are uniformly distributed in the inner cavity of the ring beam (12) at equal intervals.
3. A high-rise building seismic isolation and reduction device according to claim 1, wherein: the front surface of the rubber protection steel plate (7) is provided with a threaded hole, and the size of the threaded hole is matched with that of the fixing rod (16).
4. A high-rise building seismic isolation and reduction device according to claim 1, wherein: the left side and the right side of the limiting rod (18) are fixedly provided with reinforcing ribs, and the other ends of the reinforcing ribs are fixedly connected with the connecting seat (23).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010807098.7A CN111877589A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
| CN201811541991.9A CN109403497B (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811541991.9A CN109403497B (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010807098.7A Division CN111877589A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109403497A CN109403497A (en) | 2019-03-01 |
| CN109403497B true CN109403497B (en) | 2020-09-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010807098.7A Withdrawn CN111877589A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
| CN201811541991.9A Active CN109403497B (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010807098.7A Withdrawn CN111877589A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
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| CN (2) | CN111877589A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898564B (en) * | 2019-04-14 | 2020-11-13 | 骆红所 | Multi-dimensional shock isolation device for building |
| CN110394683A (en) * | 2019-08-02 | 2019-11-01 | 无锡职业技术学院 | A kind of component of machine machine table convenient to use |
| CN110340907A (en) * | 2019-08-12 | 2019-10-18 | 乌鲁木齐明华智能电子科技有限公司 | A kind of hologram display service robot |
| CN111395564A (en) * | 2020-03-25 | 2020-07-10 | 吉林建筑大学 | Building shock isolation device |
| CN111395072A (en) * | 2020-03-25 | 2020-07-10 | 江苏锡沂钢模有限公司 | High-speed railway sleeper of horizontal vertical vibration of water resistance |
| CN112376976A (en) * | 2020-11-30 | 2021-02-19 | 薛人芳 | Shock insulation rubber column for high-rise building |
| CN112878524A (en) * | 2021-01-20 | 2021-06-01 | 天津城建大学 | Full frequency vibration reduction system |
| CN112942072B (en) * | 2021-02-04 | 2022-04-12 | 四川省交通勘察设计研究院有限公司 | Beam falling prevention structure of assembled bridge |
| CN113073808A (en) * | 2021-04-13 | 2021-07-06 | 盛年科技有限公司 | Shock insulation floor for precision instrument equipment room |
| CN113136905B (en) * | 2021-05-13 | 2022-11-11 | 甘肃建筑职业技术学院 | Ancient building foundation reinforcing structure |
| CN113463788B (en) * | 2021-07-22 | 2022-09-06 | 青岛理工大学 | Shock insulation and absorption device for high-rise building |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1190573C (en) * | 2003-05-01 | 2005-02-23 | 东南大学 | Engineering structure multidimensional damping device |
| CN102434005A (en) * | 2011-12-12 | 2012-05-02 | 中冶建工集团有限公司 | Precast beam unit construction technology |
| CN106639024A (en) * | 2016-10-20 | 2017-05-10 | 兰州理工大学 | Construction method of limiting and self-resetting rubber-sliding seismic isolation bearing |
| CN206581130U (en) * | 2017-01-10 | 2017-10-24 | 王明月 | A kind of road and bridge shock mount |
| CN107012894A (en) * | 2017-05-10 | 2017-08-04 | 广州大学 | A kind of composite shock-absorbing device and its construction method |
| CN207213007U (en) * | 2017-10-03 | 2018-04-10 | 武汉东湖学院 | A kind of damping device of plant equipment |
| CN207538244U (en) * | 2017-12-06 | 2018-06-26 | 刘艳丽 | A kind of single-hole steel plate energy consuming shock absorber for building |
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2018
- 2018-12-17 CN CN202010807098.7A patent/CN111877589A/en not_active Withdrawn
- 2018-12-17 CN CN201811541991.9A patent/CN109403497B/en active Active
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| CN109403497A (en) | 2019-03-01 |
| CN111877589A (en) | 2020-11-03 |
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Effective date of registration: 20220124 Address after: 831400 west side of Yongfeng Road, gumudi West Road sub district office, Midong District, Urumqi City, Xinjiang Uygur Autonomous Region Patentee after: Xinjiang Pantai shockproof Technology Co.,Ltd. Address before: 311400 Lushan Street industrial functional zone, Fuyang District, Hangzhou City, Zhejiang Province Patentee before: HANGZHOU MANJING TECHNOLOGY Co.,Ltd. |
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