CN201306028Y - Building shock insulation rubber support - Google Patents
Building shock insulation rubber support Download PDFInfo
- Publication number
- CN201306028Y CN201306028Y CNU2008202270274U CN200820227027U CN201306028Y CN 201306028 Y CN201306028 Y CN 201306028Y CN U2008202270274 U CNU2008202270274 U CN U2008202270274U CN 200820227027 U CN200820227027 U CN 200820227027U CN 201306028 Y CN201306028 Y CN 201306028Y
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- steel plate
- end steel
- rubber
- lead
- inner rubber
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- Expired - Lifetime
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- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses a building shock insulation rubber support, which is characterized in that the upper end and the lower end of a lead core are respectively connected with an upper steel plate and a lower steel plate; a plurality of inner rubber layers are arranged between the upper steel plate and the lower steel plate; each inner rubber layer is alternately superposed with an inner thin steel plate; and the inner rubber layers, the upper steel plate, the lower steel plate, an outer protecting rubber and the lead core are sulfurized by high temperature and pressure. With the device, the utility model can meet the requirement of the buildings on the shock resistance.
Description
Technical field
The utility model relates to a kind of architectural vibration-insulation rubber supporting seat, and it is a kind of lead rubber bearing that integrates supporting, elastic reset and damping in definite saying.
Background technology
The anti-shock methods of traditional architecture thing " firm with firm gram " is passive and isolating affection is not remarkable.Horizontal rigidity does not possess variable characteristic, and horizontal displacement is little, can not satisfy the aseismatic design requirement of building.
Summary of the invention
The purpose of this utility model is in order to improve the defective of traditional architecture isolation design, a kind of architectural vibration-insulation rubber supporting seat to be provided, can satisfying the demand of building for shock resistance.
For reaching above purpose; the upper/lower terminal of the utility model lead for retractable pencil is connected with upper end steel plate, lower end steel plate respectively; be provided with a plurality of inner rubber between upper end steel plate and the lower end steel plate; each inner rubber and inner thin steel plate are superimposed; inner rubber and upper and lower end steel plate and outer protection rubber and lead for retractable pencil sulfide through high temperature, high pressure; the upper and lower end steel plate is a square structure, is equipped with the bolt hole that is connected with building at the corner location of upper and lower end steel plate.
Lead rod uses separately and is not easy to absorb energy, and the restraint forces of laminated rubber and the lower characteristics of yield stress of lead rod around utilizing, but make neoprene bearing when stressed termination, have recovery characteristics, improve its energy-absorbing effect and guarantee to have appropriate damping, and lead for retractable pencil increased the early stage horizontal rigidity of neoprene bearing, and is favourable to reaction of control wind and the little vibration of opposing ground.This product is the shock insulation rubber bearing that comes out according to " basic antidetonation " concept development, and the anti-shock methods that becomes traditional, passive " firm with firm gram " is the shock isolation method of active, positive " defeating a force with a tenderness ".This lead rubber bearing adopts the connecting bolt hole to be connected with the building foundation.The neoprene bearing of this structure can satisfy the demand of building for shock resistance.
Description of drawings
Fig. 1 is the utility model master sectional view
1. lead for retractable pencils among the figure, 2. inner rubber, 3. inner thin steel plate, 4. lower end steel plate, 5. outer protection rubber, 6. connecting bolt hole, 7. upper end steel plate, 8. connecting bolt hole
The specific embodiment
As shown in Figure 1; the upper/lower terminal of the utility model lead for retractable pencil 1 is connected with upper end steel plate 7, lower end steel plate 4 respectively; be provided with a plurality of inner rubber 2 between upper end steel plate 7 and the lower end steel plate 4; each inner rubber 2 is superimposed with inner thin steel plate 3; inner rubber 2 and upper and lower end steel plate and outer protection rubber 5 and lead for retractable pencil 1 sulfide through high temperature, high pressure; the upper and lower end steel plate is a square structure, is equipped with connecting bolt hole 6 and the connecting bolt 8 that is connected with building at the corner location of upper and lower end steel plate.The restraint forces of laminated rubber and the lower characteristics of yield stress of lead rod around the utility model utilization, but make neoprene bearing when stressed termination, have recovery characteristics, improve its energy-absorbing effect and guarantee to have appropriate damping, and lead for retractable pencil increased the early stage horizontal rigidity of neoprene bearing, and is favourable to reaction of control wind and the little vibration of opposing ground.
Claims (1)
1, architectural vibration-insulation rubber supporting seat; it is characterized in that: the upper/lower terminal of lead for retractable pencil is connected with upper end steel plate, lower end steel plate respectively; be provided with a plurality of inner rubber between upper end steel plate and the lower end steel plate; each inner rubber and inner thin steel plate are superimposed; inner rubber and upper and lower end steel plate and outer protection rubber and lead for retractable pencil sulfide through high temperature, high pressure; the upper and lower end steel plate is a square structure, is equipped with the bolt hole that is connected with building at the corner location of upper and lower end steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202270274U CN201306028Y (en) | 2008-12-10 | 2008-12-10 | Building shock insulation rubber support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202270274U CN201306028Y (en) | 2008-12-10 | 2008-12-10 | Building shock insulation rubber support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201306028Y true CN201306028Y (en) | 2009-09-09 |
Family
ID=41098495
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008202270274U Expired - Lifetime CN201306028Y (en) | 2008-12-10 | 2008-12-10 | Building shock insulation rubber support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201306028Y (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101864774A (en) * | 2010-03-04 | 2010-10-20 | 同济大学 | Vibration-isolating rubber cushion with adjustable rigidity |
| CN101886684A (en) * | 2010-06-18 | 2010-11-17 | 大连理工大学 | Damping control device of underground pipeline structure in subsidence area |
| CN101660585B (en) * | 2009-09-27 | 2010-12-29 | 西安达盛隔震技术有限公司 | Storage pot shock insulation rubber support |
| CN102433934A (en) * | 2011-10-19 | 2012-05-02 | 沈阳建筑大学 | Automatic-resetting multidirectional earthquake isolating bearing with C-type steel plates combined in form of Chinese character 'Mi' |
| CN103290944A (en) * | 2013-06-03 | 2013-09-11 | 中南大学 | Parapet tuned mass damper |
| CN103981950A (en) * | 2014-05-30 | 2014-08-13 | 无锡圣丰建筑新材料有限公司 | Integrated shock absorption rubber support |
| CN104234203A (en) * | 2014-09-05 | 2014-12-24 | 山东经典重工集团股份有限公司 | Shock absorption support seat |
| CN104239671A (en) * | 2014-04-23 | 2014-12-24 | 上海海事大学 | Shore bridge aseismic designing method |
| CN106894331A (en) * | 2017-04-25 | 2017-06-27 | 沈阳建筑大学 | A kind of spacing bearing of the power consumption for carrying Viscous fluid damper |
| CN115217224A (en) * | 2022-08-16 | 2022-10-21 | 福建众腾建设工程有限公司 | Self-resetting shock insulation support |
-
2008
- 2008-12-10 CN CNU2008202270274U patent/CN201306028Y/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101660585B (en) * | 2009-09-27 | 2010-12-29 | 西安达盛隔震技术有限公司 | Storage pot shock insulation rubber support |
| CN101864774A (en) * | 2010-03-04 | 2010-10-20 | 同济大学 | Vibration-isolating rubber cushion with adjustable rigidity |
| CN101886684A (en) * | 2010-06-18 | 2010-11-17 | 大连理工大学 | Damping control device of underground pipeline structure in subsidence area |
| CN102433934A (en) * | 2011-10-19 | 2012-05-02 | 沈阳建筑大学 | Automatic-resetting multidirectional earthquake isolating bearing with C-type steel plates combined in form of Chinese character 'Mi' |
| CN103290944A (en) * | 2013-06-03 | 2013-09-11 | 中南大学 | Parapet tuned mass damper |
| CN103290944B (en) * | 2013-06-03 | 2015-09-23 | 中南大学 | A kind of parapet tuning quality damping unit |
| CN104239671A (en) * | 2014-04-23 | 2014-12-24 | 上海海事大学 | Shore bridge aseismic designing method |
| CN104239671B (en) * | 2014-04-23 | 2017-05-10 | 上海海事大学 | Shore bridge aseismic designing method |
| CN103981950A (en) * | 2014-05-30 | 2014-08-13 | 无锡圣丰建筑新材料有限公司 | Integrated shock absorption rubber support |
| CN104234203A (en) * | 2014-09-05 | 2014-12-24 | 山东经典重工集团股份有限公司 | Shock absorption support seat |
| CN106894331A (en) * | 2017-04-25 | 2017-06-27 | 沈阳建筑大学 | A kind of spacing bearing of the power consumption for carrying Viscous fluid damper |
| CN115217224A (en) * | 2022-08-16 | 2022-10-21 | 福建众腾建设工程有限公司 | Self-resetting shock insulation support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 262200 Shandong city in Weifang Province ten in Zhucheng City Missouri Street North four Village No. 600 Patentee after: Shandong Masson environmental Limited by Share Ltd Address before: 262200 Shandong city of Weifang Province Zhucheng City East Mizhou Road South Patentee before: Shandong Meichen Science and Technology Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090909 |