CN107288398B - Shock insulation support tensile device - Google Patents
Shock insulation support tensile device Download PDFInfo
- Publication number
- CN107288398B CN107288398B CN201710493847.1A CN201710493847A CN107288398B CN 107288398 B CN107288398 B CN 107288398B CN 201710493847 A CN201710493847 A CN 201710493847A CN 107288398 B CN107288398 B CN 107288398B
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- sliding
- bracket
- unit
- support
- horizontal part
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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
- 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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a shock insulation support tensile device which comprises a first support, a second support and a sliding mechanism, wherein the first support is provided with a first support and a second support; the vertical part of the first bracket is connected with the upper building, and the vertical part of the second bracket is connected with the lower building; the first bracket and the second bracket are reversely buckled with each other, and the horizontal part of the first bracket is vertical to the horizontal part of the second bracket; the sliding mechanism is positioned between the horizontal part of the first bracket and the horizontal part of the second bracket; the sliding mechanism comprises a first sliding unit and a second sliding unit; the first sliding unit is in sliding connection with the horizontal part of the first bracket, and the second sliding unit is in sliding connection with the horizontal part of the second bracket; a connecting piece is arranged between the first sliding unit and the second sliding unit, and the first sliding unit and the second sliding unit can rotate around the connecting piece. The tension device of the shock insulation support can generate relative displacement along any direction of a horizontal plane, and has stronger vertical tension capability when generating any horizontal relative displacement.
Description
Technical Field
The invention relates to the technical field of building engineering vibration isolation, in particular to a vibration isolation support tensile device.
Background
The vibration isolation technology is one of the most effective methods for reducing the building seismic response and avoiding or alleviating the damage caused by structural seismic damage. The vibration isolation support is a supporting device with a structure for meeting the vibration isolation requirement, and the vibration isolation support with the most stable performance is a vibration isolation rubber support (laminated rubber support) formed by mutually superposing and vulcanizing natural rubber sheets and steel plates. The greatest technical problem of using the shock insulation technology for high-rise building shock resistance is that: under the strong earthquake action, part of vertical components of the high-rise building can generate larger tension, but the existing shock insulation rubber support can only bear smaller tension, and the shock insulation requirement of the high-rise structure can not be met. Therefore, it is necessary to design a device with high tensile strength to solve the problem of tension of the shock insulation support.
Disclosure of Invention
The invention aims to provide a shock insulation support tensile device which not only has strong tensile capacity, but also can bear large displacement in the horizontal direction.
In order to achieve the above purpose, the invention provides a shock insulation support tensile device, which comprises a first bracket, a second bracket and a sliding mechanism which is in sliding connection with the first bracket and the second bracket; the first bracket is U-shaped, and the second bracket is inverted U-shaped;
the vertical part of the first bracket is connected with an upper building, and the vertical part of the second bracket is connected with a lower building;
the first bracket and the second bracket are reversely buckled with each other, and the horizontal part of the first bracket is perpendicular to the horizontal part of the second bracket; the sliding mechanism is positioned between the horizontal part of the first bracket and the horizontal part of the second bracket;
the sliding mechanism comprises two sliding units, namely a first sliding unit and a second sliding unit; the first sliding unit is in sliding connection with the horizontal part of the first bracket, and the second sliding unit is in sliding connection with the horizontal part of the second bracket;
and a connecting piece is arranged between the first sliding unit and the second sliding unit, and the first sliding unit and the second sliding unit can rotate around the connecting piece.
In the shock insulation support tensile device, a first sliding guide component is arranged at the upper part of the horizontal part of the first bracket along the length direction, and a second sliding guide component is arranged at the lower part of the horizontal part of the second bracket along the length direction;
the first sliding guide part is provided with a first sliding rail for the first sliding unit to slide; the second sliding guide part is provided with a second sliding rail for sliding the second sliding unit.
In the shock insulation support tensile device, the first sliding unit comprises a first sliding body and a first sliding piece; the first sliding piece is arranged on the first sliding body and can drive the first sliding body to slide relative to the first sliding rail of the first sliding guide part;
the second sliding unit comprises a second sliding body and a second sliding piece; the second sliding piece is arranged on the second sliding body and can drive the second sliding body to slide relative to the second sliding track of the second sliding guide part.
In the shock insulation support tensile device, the first sliding piece and the second sliding piece are pulley blocks;
the first sliding guide part and the second sliding guide part are respectively provided with a rolling groove matched with the pulley block, and the pulley block is limited in the rolling grooves and can roll.
In the shock insulation support tensile device, the first sliding body and the second sliding body are groove-shaped;
a first through hole is formed in the middle of the horizontal part of the first sliding body, and a second through hole is formed in the middle of the horizontal part of the second sliding body; the first through hole and the second through hole are connected through a pin shaft, so that the first sliding unit and the second sliding unit can mutually rotate around the pin shaft.
In the shock insulation support tensile device, the middle part of the pin shaft is provided with the middle plate; the middle plate is positioned between the first sliding body and the second sliding body, and a gap exists between the middle plate and the first sliding body.
In the shock insulation support tensile device, each pulley block comprises a plurality of rows of pulleys; a plurality of rows of pulleys corresponding to the first sliding body are symmetrically arranged at two sides of the vertical part of the first sliding body; the other rows of pulleys corresponding to the second sliding body are symmetrically arranged at two sides of the vertical part of the second sliding body.
In the shock insulation support tensile device, the first support and the second support are steel frames.
Compared with the background art, the shock insulation support tensile device provided by the invention has the beneficial effects that:
because the first bracket and the second bracket are reversely buckled with each other, the tensile force becomes the pressure between the first bracket and the second bracket in the transmission process of the first bracket and the second bracket, so that the pit pulling device has stronger tensile capacity; because the bidirectional sliding mechanism is arranged between the horizontal part of the first bracket and the horizontal part of the second bracket, the first sliding unit and the second sliding unit can mutually rotate around the connecting piece, so that the included angle between the horizontal part of the first bracket and the horizontal part of the second bracket can be changed randomly when an earthquake occurs, and the first bracket and the second bracket can be relatively displaced in any horizontal direction. That is, the first and second brackets of the tensile device of the present invention can have a vertical tensile ability while generating any horizontal relative displacement.
Drawings
FIG. 1 is a schematic view of a tensile apparatus for a seismic isolation bearing according to the present invention;
FIG. 2 is a schematic diagram of a tensile apparatus for a seismic isolation bearing according to the present invention;
FIG. 3 is a schematic view of the sliding mechanism of the tension device of the shock-insulating support of the present invention;
fig. 4 is a partial cross-sectional view of fig. 2 at A-A.
100 parts of a tensile device; 11. a first bracket; 111. a vertical portion of the first bracket; 112. a horizontal portion of the first bracket; 1121. a first sliding guide member; 12. a second bracket; 121. a vertical portion of the second bracket; 122. a horizontal portion of the second bracket; 1221. a second sliding guide member; 13. rolling grooves;
2. a sliding mechanism; 211. a first sliding body; 212. a first slider; 221. a second sliding body; 222. a second slider; 23. a connecting piece; 24. and an intermediate plate.
Detailed Description
The following describes in further detail the embodiments of the present invention with reference to the drawings and examples. The following examples are illustrative of the invention and are not intended to limit the scope of the invention.
The invention provides a shock insulation support tensile device 100, which comprises a first bracket 11, a second bracket 12 and a sliding mechanism 2 which is in sliding connection with the first bracket 11 and the second bracket 12; the first bracket 11 is U-shaped, and the second bracket 12 is inverted U-shaped;
the vertical portion 111 of the first bracket is connected to the upper building and the vertical portion 121 of the second bracket is connected to the lower building;
the first bracket 11 and the second bracket 12 are mutually reversely buckled, and the horizontal part 112 of the first bracket is mutually perpendicular to the horizontal part 122 of the second bracket; the sliding mechanism 2 is located between the horizontal portion 112 of the first bracket and the horizontal portion 122 of the second bracket; because the first bracket 11 and the second bracket 12 are reversely buckled with each other, the tensile force becomes the pressure between the first bracket 11 and the second bracket 12 in the transmission process of the first bracket 11 and the second bracket 12, so that the pit pulling device has stronger tensile capacity;
the sliding mechanism 2 includes two sliding units, denoted as a first sliding unit and a second sliding unit; the first sliding unit is slidably connected to the horizontal portion 112 of the first bracket, and the second sliding unit is slidably connected to the horizontal portion 122 of the second bracket; the connecting piece 23 is arranged between the first sliding unit and the second sliding unit, and the first sliding unit and the second sliding unit can rotate around the connecting piece 23, so that the included angle between the horizontal part 112 of the first bracket and the horizontal part 122 of the second bracket can be changed randomly when an earthquake occurs, and the first bracket 11 and the second bracket 12 can be displaced relatively in any horizontal direction. Preferably, the first bracket 11 and the second bracket 12 are both steel frames.
As shown in fig. 1 and 2, the upper part of the horizontal part 112 of the first bracket is provided with a first sliding guide member 1121 in the length direction, and the lower part of the horizontal part 122 of the second bracket is provided with a second sliding guide member 1221 in the length direction; the first sliding guide 1121 is provided with a first sliding rail for sliding the first sliding unit; the second sliding guide member 1221 is provided with a second sliding rail for sliding the second sliding unit.
The first sliding unit includes a first sliding body 211, a first slider 212; the first slider 212 is mounted on the first sliding body 211 and can drive the first sliding body 211 to slide relative to the first sliding rail of the first sliding guide member 1121;
the second sliding unit includes a second sliding body 221, a second slider 222; the second slider 222 is mounted on the second sliding body 221, and can drive the second sliding body 221 to slide relative to the second sliding track of the second sliding guide member 1221.
The first slider 212 and the second slider 222 are pulley blocks; the first sliding guide member 1121 and the second sliding guide member 1221 are provided with a rolling groove 13 for engaging with a pulley block, and the pulley block is positioned in the rolling groove 13 and can roll. Since the pulley block is provided on the sliding mechanism 2, friction force generated when the tensile device 100 is pulled is reduced, friction damage of the tensile device 100 can be avoided or free deformation of the tensile device in the horizontal direction can be prevented.
The first sliding body 211 and the second sliding body 221 are both in a groove shape; a first through hole is formed in the middle of the horizontal portion of the first sliding body 211, and a second through hole is formed in the middle of the horizontal portion of the second sliding body 221; the first through hole and the second through hole are connected through a pin shaft, so that the first sliding unit and the second sliding unit can mutually rotate around the pin shaft.
The middle part of the pin shaft is provided with a middle plate 24; the intermediate plate 24 is located between the first sliding body 211 and the second sliding body 221, and has a gap with the first sliding body 211.
As shown in connection with fig. 3, each pulley block comprises a plurality of rows of pulleys; a plurality of rows of pulleys corresponding to the first sliding body 211 are symmetrically disposed at both sides of the vertical portion of the first sliding body 211; the other rows of pulleys corresponding to the second sliding body 221 are symmetrically disposed at both sides of the vertical portion of the second sliding body 221.
In summary, according to the shock insulation support tensile device 100 provided by the invention, as the first support 11 and the second support 12 are reversely buckled with each other, the tensile force becomes the pressure between the first support 11 and the second support 12 in the transmission process of the first support 11 and the second support 12, so that the pit pulling device has stronger tensile capacity; since the bidirectional sliding mechanism 2 is arranged between the horizontal portion 112 of the first bracket and the horizontal portion 122 of the second bracket, the first sliding unit and the second sliding unit can mutually rotate around the connecting piece 23, so that the included angle between the horizontal portion 112 of the first bracket and the horizontal portion 122 of the second bracket can be changed at will when an earthquake occurs, and the first bracket 11 and the second bracket 12 can be relatively displaced in any horizontal direction. That is, the first and second brackets 11 and 12 of the tensile device 100 of the present invention can have a vertical tensile ability while generating an arbitrary horizontal relative displacement.
The foregoing is merely a preferred embodiment of the present invention, and it should be noted that modifications and substitutions can be made by those skilled in the art without departing from the technical principles of the present invention, and these modifications and substitutions should also be considered as being within the scope of the present invention.
Claims (3)
1. The shock insulation support tensile device is characterized by comprising a first support, a second support and a sliding mechanism which is in sliding connection with the first support and the second support; the first bracket is U-shaped, and the second bracket is inverted U-shaped;
the vertical part of the first bracket is connected with an upper building, and the vertical part of the second bracket is connected with a lower building;
the first bracket and the second bracket are reversely buckled with each other, and the horizontal part of the first bracket is perpendicular to the horizontal part of the second bracket; the sliding mechanism is positioned between the horizontal part of the first bracket and the horizontal part of the second bracket;
the sliding mechanism comprises two sliding units, namely a first sliding unit and a second sliding unit; the first sliding unit is in sliding connection with the horizontal part of the first bracket, and the second sliding unit is in sliding connection with the horizontal part of the second bracket;
a connecting piece is arranged between the first sliding unit and the second sliding unit, and the first sliding unit and the second sliding unit can mutually rotate around the connecting piece;
the upper part of the horizontal part of the first bracket is provided with a first sliding guide component along the length direction, and the lower part of the horizontal part of the second bracket is provided with a second sliding guide component along the length direction;
the first sliding guide part is provided with a first sliding rail for the first sliding unit to slide; the second sliding guide part is provided with a second sliding rail for the second sliding unit to slide;
the first sliding unit comprises a first sliding body and a first sliding piece; the first sliding piece is arranged on the first sliding body and can drive the first sliding body to slide relative to the first sliding rail of the first sliding guide part;
the second sliding unit comprises a second sliding body and a second sliding piece; the second sliding piece is arranged on the second sliding body and can drive the second sliding body to slide relative to a second sliding track of the second sliding guide part;
the first sliding piece and the second sliding piece are pulley blocks;
the first sliding guide part and the second sliding guide part are respectively provided with a rolling groove matched with the pulley block, and the pulley block is limited in the rolling grooves and can roll;
each pulley block comprises a plurality of rows of pulleys; the plurality of rows of pulleys corresponding to the first sliding body are symmetrically arranged at two sides of the vertical part of the first sliding body; the other rows of pulleys corresponding to the second sliding body are symmetrically arranged at two sides of the vertical part of the second sliding body;
the first support and the second support are steel frames.
2. The shock mount tension apparatus according to claim 1, wherein the first sliding body and the second sliding body are each in a groove shape;
a first through hole is formed in the middle of the horizontal part of the first sliding body, and a second through hole is formed in the middle of the horizontal part of the second sliding body; the first through hole and the second through hole are connected through a pin shaft, so that the first sliding unit and the second sliding unit can mutually rotate around the pin shaft.
3. The shock-insulating support tensile device according to claim 2, wherein a middle plate is arranged in the middle of the pin shaft; the middle plate is positioned between the first sliding body and the second sliding body, and a gap exists between the middle plate and the first sliding body.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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CN201710379872 | 2017-05-25 | ||
CN2017103798727 | 2017-05-25 |
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CN107288398A CN107288398A (en) | 2017-10-24 |
CN107288398B true CN107288398B (en) | 2023-08-08 |
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CN201710493847.1A Active CN107288398B (en) | 2017-05-25 | 2017-06-26 | Shock insulation support tensile device |
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Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108457514B (en) * | 2018-02-13 | 2019-08-23 | 北京建筑大学 | A kind of slide device for isolation structure |
CN108824649B (en) * | 2018-05-25 | 2020-07-14 | 株洲时代新材料科技股份有限公司 | Shock insulation support |
CN108547376A (en) * | 2018-06-01 | 2018-09-18 | 无锡圣丰建筑新材料有限公司 | Tension sliding hinge fitting |
CN108571062A (en) * | 2018-06-01 | 2018-09-25 | 无锡圣丰建筑新材料有限公司 | Horizontal art skating drawing-resisting device |
Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10169710A (en) * | 1996-12-11 | 1998-06-26 | Mitsubishi Steel Mfg Co Ltd | Base isolation device for structure |
JPH11159188A (en) * | 1997-11-27 | 1999-06-15 | Fujita Corp | Rolling guide and base-isolation rolling bearing making use thereof |
JPH11190390A (en) * | 1997-12-25 | 1999-07-13 | Fujita Corp | Base isolation device |
JP2000045566A (en) * | 1998-07-28 | 2000-02-15 | Kajima Corp | Seismic isolator |
JP2000297841A (en) * | 1999-04-15 | 2000-10-24 | Yasushi Morita | Base isolation frame |
CN201241403Y (en) * | 2008-07-11 | 2009-05-20 | 兰州理工大学 | Anti-overturn sliding device of high layer shock insulation building |
TW200928053A (en) * | 2007-12-18 | 2009-07-01 | Yu-Guang Lai | The anti-uplift seismic isolation bearing, the vibration isolation method of its application, the vibration isolation structure of its application, the mass dampers of its application |
JP2011117585A (en) * | 2009-12-02 | 2011-06-16 | Masuji Tosaka | Pendular movement type origin self-reset type three-dimensional base isolation apparatus |
CN202117192U (en) * | 2011-06-03 | 2012-01-18 | 广州大学 | Tensile device used with laminated rubber seismic-isolation support |
CN103114650A (en) * | 2013-02-17 | 2013-05-22 | 王涛 | Roll shaft type metal shock-insulating supporting seat |
CN104313995A (en) * | 2014-09-30 | 2015-01-28 | 上海市政工程设计研究总院(集团)有限公司 | Three-direction composite position limiting device |
CN105402310A (en) * | 2015-12-08 | 2016-03-16 | 芜湖多维减震技术有限公司 | Sliding trolley type shock insulation stand seat and shock insulation method thereof |
CN106436920A (en) * | 2016-11-29 | 2017-02-22 | 中国建筑标准设计研究院有限公司 | Tension-resisting sliding shock-insulating support base and design method thereof |
CN207004134U (en) * | 2017-05-25 | 2018-02-13 | 广州容柏生建筑结构设计事务所 | A kind of shock isolating pedestal tensile device |
-
2017
- 2017-06-26 CN CN201710493847.1A patent/CN107288398B/en active Active
Patent Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10169710A (en) * | 1996-12-11 | 1998-06-26 | Mitsubishi Steel Mfg Co Ltd | Base isolation device for structure |
JPH11159188A (en) * | 1997-11-27 | 1999-06-15 | Fujita Corp | Rolling guide and base-isolation rolling bearing making use thereof |
JPH11190390A (en) * | 1997-12-25 | 1999-07-13 | Fujita Corp | Base isolation device |
JP2000045566A (en) * | 1998-07-28 | 2000-02-15 | Kajima Corp | Seismic isolator |
JP2000297841A (en) * | 1999-04-15 | 2000-10-24 | Yasushi Morita | Base isolation frame |
TW200928053A (en) * | 2007-12-18 | 2009-07-01 | Yu-Guang Lai | The anti-uplift seismic isolation bearing, the vibration isolation method of its application, the vibration isolation structure of its application, the mass dampers of its application |
CN201241403Y (en) * | 2008-07-11 | 2009-05-20 | 兰州理工大学 | Anti-overturn sliding device of high layer shock insulation building |
JP2011117585A (en) * | 2009-12-02 | 2011-06-16 | Masuji Tosaka | Pendular movement type origin self-reset type three-dimensional base isolation apparatus |
CN202117192U (en) * | 2011-06-03 | 2012-01-18 | 广州大学 | Tensile device used with laminated rubber seismic-isolation support |
CN103114650A (en) * | 2013-02-17 | 2013-05-22 | 王涛 | Roll shaft type metal shock-insulating supporting seat |
CN104313995A (en) * | 2014-09-30 | 2015-01-28 | 上海市政工程设计研究总院(集团)有限公司 | Three-direction composite position limiting device |
CN105402310A (en) * | 2015-12-08 | 2016-03-16 | 芜湖多维减震技术有限公司 | Sliding trolley type shock insulation stand seat and shock insulation method thereof |
CN106436920A (en) * | 2016-11-29 | 2017-02-22 | 中国建筑标准设计研究院有限公司 | Tension-resisting sliding shock-insulating support base and design method thereof |
CN207004134U (en) * | 2017-05-25 | 2018-02-13 | 广州容柏生建筑结构设计事务所 | A kind of shock isolating pedestal tensile device |
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