CN105803927A - Tensile anti-overturn shock-insulation rubber stand - Google Patents
Tensile anti-overturn shock-insulation rubber stand Download PDFInfo
- Publication number
- CN105803927A CN105803927A CN201610151715.6A CN201610151715A CN105803927A CN 105803927 A CN105803927 A CN 105803927A CN 201610151715 A CN201610151715 A CN 201610151715A CN 105803927 A CN105803927 A CN 105803927A
- Authority
- CN
- China
- Prior art keywords
- shock
- connecting plate
- lower connecting
- main body
- isolating pedestal
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/041—Elastomeric bearings
-
- 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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a tensile anti-overturn shock-insulation rubber stand which comprises a shock-insulation stand body, an upper connecting plate on the top of the shock-insulation stand body, and a lower connecting plate at the bottom of the shock-insulation stand body. An upper stand sealing plate is arranged between the upper connecting plate and the shock-insulation stand body. A lower stand sealing plate is arranged between the lower connecting plate and the shock-insulation stand body. The upper connecting plate and the lower connecting plate are connected through a stand core body penetrating through the center of the shock-insulation stand body. The upper connecting plate and the lower connecting plate are each provided with a plurality of positioning balls which evenly surround the periphery of the stand core body and are vertically oppositely arranged. The positioning balls are connected through springs penetrating through the shock-insulation stand body. The tensile anti-overturn shock-insulation rubber stand has the advantages of being easy to manufacture, low in manufacturing cost and strong in tensile capacity.
Description
Technical field
The present invention relates to a kind of tension anti-overturn shock insulation rubber support.
Background technology
China is one of country that seismic activity in the world is the strongest and earthquake disaster is the most serious.Shock insulation rubber bearing applies in various building construction, highway bridge and structural strengthening, adopts multilayer steel plates and multilayer rubber to be superimposed good adhesion, has the series of advantages such as good horizontal performance, damped coefficient, vertical performance and vertical bearing capacity.But there is the feature of vertical resistance to tension difference in this shock insulation rubber bearing.The tension of national Specification shock insulation rubber bearing not can exceed that 1MPa.But, during to earthquake protection highlight lines area or multistoried building shock insulation rubber bearing, the problem being difficult to solve tension.Although also there being designer to take some tension ancillary methods to play a role in Seismic Design of Building, but these auxiliary device costs are high, and difficulty of construction is big, and consumable material is many, and maintenance difficulty is big.
Summary of the invention
It is an object of the invention to provide a kind of tension anti-overturn shock insulation rubber support, production is simple, low cost of manufacture, and resistance to tension is strong.
For solving above-mentioned technical problem, the present invention provides a kind of tension anti-overturn shock insulation rubber support, including shock isolating pedestal main body, is arranged on the upper junction plate at the top of shock isolating pedestal main body, and is arranged on the lower connecting plate of the bottom of shock isolating pedestal main body；It is provided with upper bracket shrouding between upper junction plate and shock isolating pedestal main body, between lower connecting plate and shock isolating pedestal main body, is provided with undersetting shrouding；The bearing core body at upper junction plate and the lower connecting plate center by running through shock isolating pedestal main body is connected；Upper junction plate and lower connecting plate are respectively equipped with some uniform ring and are wound on bearing core body surrounding and place kick mutually opposing up and down；Place kick connects by running through the spring of shock isolating pedestal main body.
Further, upper junction plate is connected with upper bracket shrouding by the first fixture；Lower connecting plate is connected with undersetting shrouding by the second fixture.
Further, upper junction plate is provided with some upper connecting holes；Lower connecting plate is provided with some lower connecting holes.
Further, bearing core body is purity is the lead block of 99.99%.
Further, place kick is steel ball.
The invention have the benefit that the present invention has production simple, low cost of manufacture, and the feature that resistance to tension is strong.
Accompanying drawing explanation
Fig. 1 is the structural representation of preferred embodiment；
Fig. 2 is the top view of preferred embodiment.
Wherein: 1, shock isolating pedestal main body；2, upper junction plate；21, lower connecting plate；3, upper bracket shrouding；31, undersetting shrouding；4, bearing core body；5, spring；51, place kick；6, the first fixture；61, the second fixture；7, upper connecting hole；71, lower connecting hole.
Detailed description of the invention
Below the specific embodiment of the present invention is described; so that those skilled in the art understand the present invention; it is to be understood that; the invention is not restricted to the scope of detailed description of the invention; to those skilled in the art; as long as various changes limit and in the spirit and scope of the present invention determined, these changes are apparent from, and all utilize the innovation and creation of present inventive concept all at the row of protection in appended claim.
Tension anti-overturn shock insulation rubber support as shown in Figure 1, including shock isolating pedestal main body 1, is arranged on the upper junction plate 2 at the top of shock isolating pedestal main body 1, and is arranged on the lower connecting plate 21 of the bottom of shock isolating pedestal main body 1.Wherein, between upper junction plate 2 and shock isolating pedestal main body 1, be provided with upper bracket shrouding 3, between lower connecting plate 21 and shock isolating pedestal main body 1, be provided with undersetting shrouding 31, and upper bracket shrouding 3 with undersetting shrouding 31 respectively together with shock isolating pedestal main body 1 bonding by Vulcanization.
The bearing core body 4 at upper junction plate 2 and the lower connecting plate 21 center by running through shock isolating pedestal main body 1 is connected, and the bearing core body 4 in the application is the lead block of 99.99% for purity.Being respectively equipped with some uniform ring on upper junction plate 2 and lower connecting plate 21, to be wound on the place kick 51(place kick 51 of bearing core body 4 surrounding be circular steel ball), wherein, place kick about 51 on upper junction plate 2 and lower connecting plate 21 is mutually opposing, and two opposite place kick 51 connect by running through the spring 5 of shock isolating pedestal main body 1.
Upper junction plate 2 is connected with upper bracket shrouding 3 by the first fixture 6；Lower connecting plate 21 is connected with undersetting shrouding 31 by the second fixture 61, and the first fixture 6 and the second fixture 61 that adopt in the application are bolt or screw.
Upper junction plate 2 is provided with some upper connecting holes 7, and upper junction plate 2 is connected with upper buttress by running through the high-strength bolt of connecting hole 7；Lower connecting plate 21 is provided with some lower connecting holes 71, and lower connecting plate 21 is connected with lower buttress by running through the high-strength bolt of lower connecting hole 71.
Claims (6)
1. a tension anti-overturn shock insulation rubber support, it is characterised in that include shock isolating pedestal main body, is arranged on the upper junction plate at the top of described shock isolating pedestal main body, and is arranged on the lower connecting plate of the bottom of described shock isolating pedestal main body；It is provided with upper bracket shrouding between described upper junction plate and described shock isolating pedestal main body, between described lower connecting plate and described shock isolating pedestal main body, is provided with undersetting shrouding；The bearing core body at described upper junction plate and the lower connecting plate center by running through described shock isolating pedestal main body is connected；Described upper junction plate and lower connecting plate are respectively equipped with some uniform ring and are wound on bearing core body surrounding and place kick mutually opposing up and down；Described place kick connects by running through the spring of described shock isolating pedestal main body.
2. tension anti-overturn shock insulation rubber support according to claim 1, it is characterised in that described upper junction plate is connected with described upper bracket shrouding by the first fixture；Described lower connecting plate is connected with described undersetting shrouding by the second fixture.
3. tension anti-overturn shock insulation rubber support according to claim 1, it is characterised in that described upper junction plate is provided with some upper connecting holes；Described lower connecting plate is provided with some lower connecting holes.
4. tension anti-overturn shock insulation rubber support according to claim 1, it is characterised in that described shock isolating pedestal main body is superposed with steel plate by rubber and forms through sulfuration.
5. tension anti-overturn shock insulation rubber support according to claim 1, it is characterised in that described bearing core body is purity is the lead block of 99.99%.
6. tension anti-overturn shock insulation rubber support according to claim 1, it is characterised in that described place kick is steel ball.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610151715.6A CN105803927A (en) | 2016-03-17 | 2016-03-17 | Tensile anti-overturn shock-insulation rubber stand |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610151715.6A CN105803927A (en) | 2016-03-17 | 2016-03-17 | Tensile anti-overturn shock-insulation rubber stand |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105803927A true CN105803927A (en) | 2016-07-27 |
Family
ID=56453193
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610151715.6A Pending CN105803927A (en) | 2016-03-17 | 2016-03-17 | Tensile anti-overturn shock-insulation rubber stand |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105803927A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639478A (en) * | 2017-02-23 | 2017-05-10 | 商丘师范学院 | Earthquake-resistant structure of civil engineering and method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000065137A (en) * | 1998-08-21 | 2000-03-03 | Shigemitsu Otake | Base isolation device and base isolation building |
| KR100319957B1 (en) * | 1999-06-28 | 2002-01-10 | 국천표,오의진 | Elastic support for absorbing pulse and preventing removement of slab |
| CN201560507U (en) * | 2009-11-26 | 2010-08-25 | 广州大学 | Composite tensile laminated rubber vibration isolation support |
| CN201593246U (en) * | 2009-11-26 | 2010-09-29 | 广州大学 | Improved tensile laminated rubber vibration isolating supporting seat |
| CN204199171U (en) * | 2014-09-26 | 2015-03-11 | 柳州东方工程橡胶制品有限公司 | A kind of lead rubber bearing |
| CN104831621A (en) * | 2015-05-13 | 2015-08-12 | 北京工业大学 | Guide rail type anti-drawing high-damping rubber shock insulation support |
| CN105155408A (en) * | 2015-04-25 | 2015-12-16 | 清华大学 | Bridge anti-overturning support and construction method thereof |
| CN205557307U (en) * | 2016-03-17 | 2016-09-07 | 四川万泰隔震科技有限公司 | Shock insulation rubber bearing that topples is prevented to tensile |
-
2016
- 2016-03-17 CN CN201610151715.6A patent/CN105803927A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000065137A (en) * | 1998-08-21 | 2000-03-03 | Shigemitsu Otake | Base isolation device and base isolation building |
| KR100319957B1 (en) * | 1999-06-28 | 2002-01-10 | 국천표,오의진 | Elastic support for absorbing pulse and preventing removement of slab |
| CN201560507U (en) * | 2009-11-26 | 2010-08-25 | 广州大学 | Composite tensile laminated rubber vibration isolation support |
| CN201593246U (en) * | 2009-11-26 | 2010-09-29 | 广州大学 | Improved tensile laminated rubber vibration isolating supporting seat |
| CN204199171U (en) * | 2014-09-26 | 2015-03-11 | 柳州东方工程橡胶制品有限公司 | A kind of lead rubber bearing |
| CN105155408A (en) * | 2015-04-25 | 2015-12-16 | 清华大学 | Bridge anti-overturning support and construction method thereof |
| CN104831621A (en) * | 2015-05-13 | 2015-08-12 | 北京工业大学 | Guide rail type anti-drawing high-damping rubber shock insulation support |
| CN205557307U (en) * | 2016-03-17 | 2016-09-07 | 四川万泰隔震科技有限公司 | Shock insulation rubber bearing that topples is prevented to tensile |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639478A (en) * | 2017-02-23 | 2017-05-10 | 商丘师范学院 | Earthquake-resistant structure of civil engineering and method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160727 |
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| RJ01 | Rejection of invention patent application after publication |