CN108487471A - A kind of skyscraper earthquake isolating equipment - Google Patents
A kind of skyscraper earthquake isolating equipment Download PDFInfo
- Publication number
- CN108487471A CN108487471A CN201810204891.0A CN201810204891A CN108487471A CN 108487471 A CN108487471 A CN 108487471A CN 201810204891 A CN201810204891 A CN 201810204891A CN 108487471 A CN108487471 A CN 108487471A
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- CN
- China
- Prior art keywords
- steel plate
- plate
- link steel
- vibration isolator
- outer stationary
- 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.)
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Classifications
-
- 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
-
- 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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- 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)
Abstract
The invention discloses a kind of skyscraper earthquake isolating equipments,Including upper link steel plate,Lower link steel plate and outer stationary plates,It is provided with lower link steel plate immediately below the upper link steel plate,And it is provided with vibration isolator rubber bearing on the central axis between upper link steel plate and lower link steel plate,It is provided with mounting groove on the upper link steel plate,The mounting groove is internally provided with internal fixation plate,Two high intensity haulage cables being arranged between upper link steel plate and lower link steel plate one end plate body are in X-type structure,Vibration isolator rubber bearing can be made to consolidate rapidly when in use by high intensity haulage cable,Avoid the excessive deformation of vibration isolator rubber bearing when in use,Increase safety when vibration isolator rubber bearing uses,Increase the stationarity of vibration isolator rubber bearing when in use by fixed column,By the assembling for linking steel plate and outer stationary plates in mounting groove convenience,By the fixation for linking steel plate and outer stationary plates on the first threaded hole hole and the second threaded hole convenience.
Description
Technical field
The invention belongs to construction engineering technical fields, and in particular to a kind of skyscraper earthquake isolating equipment.
Background technology
Building is all utilizable materials such as people's soil, stone, wood, steel, glass, reed, plastics, ice cube, is built
Structures, building is not purpose, and the purpose of building is to obtain building to be formed by " space ", is people to meet
Social life needs.
The prior art has the following problems：Isolation cushion is arranged by certain layer of capital in house in existing building structure, prevents
Geological process is communicated up, and to achieve the effect that weaken seismic response, existing isolation cushion mostly uses vibration isolator rubber bearing, and
Lack the vibration isolator rubber bearing that a kind of stationarity is good and stability is high, is unfavorable for use when skyscraper shock insulation.
Invention content
To solve the problems mentioned above in the background art.The present invention provides a kind of skyscraper earthquake isolating equipment, tools
Have the characteristics that stationarity is good and stability is high.
To achieve the above object, the present invention provides the following technical solutions：A kind of skyscraper earthquake isolating equipment, including cochain
Steel plate, lower link steel plate and outer stationary plates are connect, lower link steel plate, and upper link steel are provided with immediately below the upper link steel plate
Vibration isolator rubber bearing is provided on central axis between plate and lower link steel plate, the lower body of described upper link steel plate one end
Both sides are respectively arranged with exterior chain ear connecting plate and internal chaining otic placode, and the both sides of the lower body of the upper link steel plate other end are respectively set
There are exterior chain ear connecting plate and internal chaining otic placode, the both sides of the upper plate body of described lower link steel plate one end to be respectively arranged with exterior chain ear connecting plate
It is respectively arranged with exterior chain ear connecting plate and internal chaining ear with the both sides of internal chaining otic placode, and the upper plate body of the lower link steel plate other end
Plate is provided with high intensity haulage cable between two exterior chain ear connecting plates, is provided between two internal chaining otic placodes
High intensity haulage cable is provided with mounting groove on the upper link steel plate, and the mounting groove is internally provided with internal fixation plate,
The first threaded hole is provided on the internal fixation plate, the vibration isolator rubber bearing is internally provided with mounting hole, the outer fixation
Fixed column and the second threaded hole are provided on plate.
Preferably, the internal chaining otic placode is oppositely arranged at the position in exterior chain ear connecting plate dead astern.
Preferably, second threaded hole is arranged at the corner location of outer stationary plates, and the fixed column is symmetricly set on
On the plate body of outer stationary plates.
Preferably, the fixed column on the outer stationary plates is connect by mounting hole with vibration isolator rubber bearing plug-in type.
Preferably, the outer stationary plates are connect by mounting groove with the upper steel plate plug-in type that links.
Preferably, the upper link steel plate is tight by fastening bolt, the first threaded hole and the second threaded hole and outer stationary plates
It is solidly connected.
Compared with prior art, the beneficial effects of the invention are as follows：
1, internal chaining otic placode of the present invention is oppositely arranged at the position in exterior chain ear connecting plate dead astern, two exterior chain ear connecting plates it
Between be provided with high intensity haulage cable, high intensity haulage cable, upper link steel plate are provided between two internal chaining otic placodes
Two high intensity haulage cables being arranged between the plate body of lower link steel plate one end are in X type structures, and steel is drawn by high intensity
Cord can ensure the stability of vibration isolator rubber bearing, avoid the offset of vibration isolator rubber bearing when in use, increase shock insulation rubber
Safety when glue bearing uses.
2, the fixed column on outer stationary plates of the present invention is connect by mounting hole with vibration isolator rubber bearing plug-in type, passes through fixation
Column increases vibration isolator rubber bearing intensity and stationarity when in use, by mounting groove it is convenient on link steel plate and outer stationary plates
Assembling, by the fixation for linking steel plate and outer stationary plates on the first threaded hole hole and the second threaded hole convenience.
Description of the drawings
Fig. 1 is the front view of the present invention；
Fig. 2 is the stereogram of link steel plate in the present invention, vibration isolator rubber bearing and lower link steel plate；
Fig. 3 is the stereogram of outer stationary plates of the present invention；
In figure：1, upper link steel plate；11, mounting groove；12, internal fixation plate；13, the first threaded hole；2, exterior chain ear connecting plate；
21, internal chaining otic placode；3, high intensity haulage cable；4, vibration isolator rubber bearing；41, mounting hole；5, lower link steel plate；6, outer solid
Fixed board；61, fixed column；62, the second threaded hole.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, the present invention provides following technical scheme：A kind of skyscraper earthquake isolating equipment, including upper link
The underface of steel plate 1, lower link steel plate 5 and outer stationary plates 6, upper link steel plate 1 is provided with lower link steel plate 5, and upper link steel
Vibration isolator rubber bearing 4 is provided on central axis between plate 1 and lower link steel plate 5, the lower body of 1 one end of upper link steel plate
Both sides are respectively arranged with exterior chain ear connecting plate 2 and internal chaining otic placode 21, and the both sides point of the lower body of upper link 1 other end of steel plate
It is not provided with exterior chain ear connecting plate 2 and internal chaining otic placode 21, the both sides of the upper plate body of 5 one end of lower link steel plate are respectively arranged with exterior chain
Ear connecting plate 2 and internal chaining otic placode 21, and the both sides of the upper plate body of lower link 5 other end of steel plate are respectively arranged with exterior chain ear connecting plate 2
With internal chaining otic placode 21, internal chaining otic placode 21 is oppositely arranged at the position in 2 dead astern of exterior chain ear connecting plate, two exterior chain ear connecting plates
It is provided with high intensity haulage cable 3 between 2, high intensity haulage cable 3, cochain are provided between two internal chaining otic placodes 21
It connects and is provided with mounting groove 11 on steel plate 1, mounting groove 11 is internally provided with internal fixation plate 12, and first is provided on internal fixation plate 12
Threaded hole 13, vibration isolator rubber bearing 4 are internally provided with mounting hole 41, fixed column 61 and the second spiral shell are provided on outer stationary plates 6
Pit 62, the second threaded hole 62 are arranged at the corner location of outer stationary plates 6, and fixed column 61 is symmetricly set on outer stationary plates 6
On plate body, the fixed column 61 on outer stationary plates 6 is connect by mounting hole 41 with 4 plug-in type of vibration isolator rubber bearing, and outer stationary plates 6 are logical
It crosses mounting groove 11 to connect with upper 1 plug-in type of steel plate that links, upper link steel plate 1 passes through fastening bolt, the first threaded hole 13 and second
Threaded hole 62 is fastenedly connected with outer stationary plates 6.
The operation principle and process for using of the present invention：The both sides that the lower body at 1 both ends of steel plate is linked in the present invention are respectively provided with
There are exterior chain ear connecting plate 2 and internal chaining otic placode 21, the both sides of the upper plate body at 5 both ends of lower link steel plate to be both provided with exterior chain ear connecting plate 2
With internal chaining otic placode 21, internal chaining otic placode 21 is oppositely arranged at the position in 2 dead astern of exterior chain ear connecting plate, two exterior chain lugs
It is provided with high intensity haulage cable 3 between plate 2, high intensity haulage cable 3 is provided between two internal chaining otic placodes 21, on
Two high intensity haulage cables 3 being arranged between link steel plate 1 and lower link 5 one end plate body of steel plate are in X-type structure, pass through height
Intensity haulage cable 3 can make the stability of vibration isolator rubber bearing 4 when in use, avoid vibration isolator rubber bearing 4 when in use
Offset and deformation, increase safety when vibration isolator rubber bearing 4 uses, the fixed column 61 on outer stationary plates 6 passes through fixation
Hole 41 is connect with 4 plug-in type of vibration isolator rubber bearing, and outer stationary plates 6 are connect by mounting groove 11 with upper 1 plug-in type of steel plate that links, on
Link steel plate 1 is fastenedly connected by fastening bolt, the first threaded hole 13 and the second threaded hole 62 with outer stationary plates 6, and fixation is passed through
Column 61 increases the intensity and stationarity when in use of vibration isolator rubber bearing 4, by mounting groove 11 it is convenient on link steel plate 1 with it is outer solid
The assembling of fixed board 6, by linking the fixation of steel plate 1 and outer stationary plates 6 on the first threaded hole 13 and the second threaded hole 62 convenience, this
Inventive structure is simple, has the feature that stationarity is good and stability is high, can effectively ensure vibration isolator rubber bearing 4 when in use
Safety.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (6)
1. a kind of skyscraper earthquake isolating equipment, including upper link steel plate (1), lower link steel plate (5) and outer stationary plates (6),
It is characterized in that：Lower link steel plate (5), and upper link steel plate (1) and lower link are provided with immediately below the upper link steel plate (1)
Vibration isolator rubber bearing (4) is provided on central axis between steel plate (5), the lower body of described upper link steel plate (1) one end
Both sides are respectively arranged with exterior chain ear connecting plate (2) and internal chaining otic placode (21), and the two of the lower body of upper link steel plate (1) other end
Side is respectively arranged with exterior chain ear connecting plate (2) and internal chaining otic placode (21), the both sides of the upper plate body of described lower link steel plate (5) one end
It is respectively arranged with exterior chain ear connecting plate (2) and internal chaining otic placode (21), and the both sides point of the upper plate body of lower link steel plate (5) other end
It is not provided with exterior chain ear connecting plate (2) and internal chaining otic placode (21), being provided with high intensity between two exterior chain ear connecting plates (2) leads
Draw steel wire rope (3), high intensity haulage cable (3), the upper link steel are provided between two internal chaining otic placodes (21)
Mounting groove (11) is provided on plate (1), the mounting groove (11) is internally provided with internal fixation plate (12), the internal fixation plate
(12) it is provided with the first threaded hole (13) on, the vibration isolator rubber bearing (4) is internally provided with mounting hole (41), described outer solid
Fixed column (61) and the second threaded hole (62) are provided on fixed board (6).
2. a kind of skyscraper earthquake isolating equipment according to claim 1, it is characterised in that：The internal chaining otic placode (21)
It is oppositely arranged at the position in exterior chain ear connecting plate (2) dead astern.
3. a kind of skyscraper earthquake isolating equipment according to claim 1, it is characterised in that：Second threaded hole (62)
It is arranged at the corner location of outer stationary plates (6), the fixed column (61) is symmetricly set on the plate body of outer stationary plates (6).
4. a kind of skyscraper earthquake isolating equipment according to claim 1, it is characterised in that：On the outer stationary plates (6)
Fixed column (61) connect with vibration isolator rubber bearing (4) plug-in type by mounting hole (41).
5. a kind of skyscraper earthquake isolating equipment according to claim 1, it is characterised in that：The outer stationary plates (6) are logical
Mounting groove (11) is crossed to connect with upper steel plate (1) plug-in type that links.
6. a kind of skyscraper earthquake isolating equipment according to claim 1, it is characterised in that：The upper link steel plate (1)
It is fastenedly connected with outer stationary plates (6) by fastening bolt, the first threaded hole (13) and the second threaded hole (62).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810204891.0A CN108487471A (en) | 2018-03-13 | 2018-03-13 | A kind of skyscraper earthquake isolating equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810204891.0A CN108487471A (en) | 2018-03-13 | 2018-03-13 | A kind of skyscraper earthquake isolating equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108487471A true CN108487471A (en) | 2018-09-04 |
Family
ID=63338786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810204891.0A Withdrawn CN108487471A (en) | 2018-03-13 | 2018-03-13 | A kind of skyscraper earthquake isolating equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108487471A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03157528A (en) * | 1989-11-14 | 1991-07-05 | Fujita Corp | Earthquake-exemption isolator |
| JP2001263419A (en) * | 2000-03-21 | 2001-09-26 | Kajima Corp | Base isolation device installing device, and installation method using it |
| CN203066242U (en) * | 2012-12-21 | 2013-07-17 | 徐州工程学院 | Nitinol intelligent shock-insulation and shock-absorption net rack support device |
| CN104047224A (en) * | 2014-07-01 | 2014-09-17 | 中铁第一勘察设计院集团有限公司 | Continuous beam bridge lead damper of railway |
| CN203891204U (en) * | 2014-06-11 | 2014-10-22 | 安徽工业大学 | Shape memory alloy tensile rubber shock isolation support |
| CN104110076B (en) * | 2014-06-23 | 2016-08-24 | 同济大学 | A kind of spacing combined shock isolating pedestal of tension |
-
2018
- 2018-03-13 CN CN201810204891.0A patent/CN108487471A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03157528A (en) * | 1989-11-14 | 1991-07-05 | Fujita Corp | Earthquake-exemption isolator |
| JP2001263419A (en) * | 2000-03-21 | 2001-09-26 | Kajima Corp | Base isolation device installing device, and installation method using it |
| CN203066242U (en) * | 2012-12-21 | 2013-07-17 | 徐州工程学院 | Nitinol intelligent shock-insulation and shock-absorption net rack support device |
| CN203891204U (en) * | 2014-06-11 | 2014-10-22 | 安徽工业大学 | Shape memory alloy tensile rubber shock isolation support |
| CN104110076B (en) * | 2014-06-23 | 2016-08-24 | 同济大学 | A kind of spacing combined shock isolating pedestal of tension |
| CN104047224A (en) * | 2014-07-01 | 2014-09-17 | 中铁第一勘察设计院集团有限公司 | Continuous beam bridge lead damper of railway |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180904 |
|
| WW01 | Invention patent application withdrawn after publication |