CN207934233U - A kind of prefabricated assembled Interlayer seismic isolation system - Google Patents
A kind of prefabricated assembled Interlayer seismic isolation system Download PDFInfo
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- CN207934233U CN207934233U CN201820051447.5U CN201820051447U CN207934233U CN 207934233 U CN207934233 U CN 207934233U CN 201820051447 U CN201820051447 U CN 201820051447U CN 207934233 U CN207934233 U CN 207934233U
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- prefabricated
- buttress
- seismic isolation
- isolation system
- isolating pedestal
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- Vibration Prevention Devices (AREA)
Abstract
A kind of prefabricated assembled Interlayer seismic isolation system, belongs to technical field of buildings, it includes：Prefabricated upper buttress, prefabricated lower buttress, prefabricated crossbeam and shock isolating pedestal；There are overhanging longitudinal reinforcements with prefabricated lower buttress bottom at the top of prefabricated upper buttress, for connecting the pillar for facing interlayer；Prefabricated upper buttress side wall one end setting flanged plate and built-in fitting anchoring, for connecting the post and lintel system adjacent with interlayer；Shock isolating pedestal is set between prefabricated upper buttress and prefabricated lower buttress, pre-embedded steel slab is set at the top of prefabricated upper buttress bottom and prefabricated lower buttress in advance, junction steel plate is set on the top of shock isolating pedestal and lower part, shock isolating pedestal and prefabricated upper buttress and prefabricated lower buttress are linked together by connecting bolt.The prefabricated assembled Interlayer seismic isolation system can not only play the shock insulation energy consumption effect of shock isolating pedestal；Prefabricated production and the assembled installation for realizing beam column simultaneously, accelerate speed of application, reduce project cost, make modernization of architecture.
Description
Technical field
The utility model is a kind of prefabricated assembled Interlayer seismic isolation system, is related to structural engineering field.
Background technology
For a long time, China's building is also mainly using the mode of site operation, from supporting module, assembling reinforcement to mixed
Solidifying soil pours, and most of work is at the construction field (site) by being accomplished manually, and not only speed of application is slow for such form of construction work, construction
Period is long, and construction site is chaotic, and construction material consumption is larger, and the building waste that scene generates is more, while to ring around
Border is affected, with rising steadily for labor cost, this site operation mode based on the cheap price of labour power
Also it is increasingly subject to challenge, prefabricated assembled form of construction work is also more and more of interest by people.
On May 12nd, 2008, in Wenchuan earthquake, the loss of residential house and city dweller's house accounts for the 27.4% of total losses, including
School, hospital and other non-residential account for the 20.4% of total losses with the loss in room.The house collapse of large area works to earthquake reconstruction
Also many difficulties are brought, development prefabrication can accelerate speed of application.In countries and regions such as U.S., Europe, days, dress
Anti-seismic technology research with formula building structure has ripe accumulation, and in China, the anti-seismic performance research of assembled arthitecutral structure is still
It waits for deeply, the shock insulation of assembled arthitecutral structure, cushion technique research and development have to be deployed.Widelyd popularize in engineering structure every
Shake and energy-dissipating and shock-absorbing technology are lost caused by can reducing earthquake, therefore, are carried out earthquake research to building structure, are taken necessary
Earthquake resistant construction is very necessary.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated assembled Interlayer seismic isolation system, it can play good shock insulation consumption
It can act on, and realize prefabricated production and the assembled installation of beam column, accelerate speed of application, reduce project cost, make
Modernization of architecture.
A kind of prefabricated assembled Interlayer seismic isolation system, including：Prefabricated upper buttress（1）, prefabricated lower buttress（2）, prefabricated crossbeam
（3）And shock isolating pedestal（4）；Prefabricated upper buttress（1）With prefabricated lower buttress（2）It is equipped with longitudinal reinforcement（8）, prefabricated upper buttress（1）
On longitudinal reinforcement（8）Extend prefabricated upper buttress（1）Top, prefabricated lower buttress（2）Longitudinal reinforcement（8）Extend it is prefabricated under
Buttress（2）Bottom；Longitudinal reinforcement（8）For connecting the pillar for facing interlayer；Prefabricated upper buttress（1）Flanged plate is arranged in side wall one end
（9）It is anchored with built-in fitting（10）, for connecting the post and lintel system adjacent with interlayer；Prefabricated upper buttress（1）With prefabricated lower buttress（2）
Between shock isolating pedestal is set（4）, in advance in upper buttress（1）Bottom and prefabricated lower buttress（2）Pre-embedded steel slab is arranged in top（5）,
Shock isolating pedestal（4）Top and lower part junction steel plate is set（6）, by connecting bolt（7）By shock isolating pedestal（4）With prefabricated upper branch
Pier（1）With prefabricated lower buttress（2）It links together.
In addition, also there is following technical characteristic according to the prefabricated assembled Interlayer seismic isolation system of the utility model embodiment：
The prefabricated upper buttress（1）, prefabricated lower buttress（2）And prefabricated crossbeam（3）It is poured to be formed in advance according to requirement of engineering
The shock isolating pedestal（4）For shock-absorbing type bearing, it is arranged in prefabricated upper buttress（1）With prefabricated lower buttress（2）Between.
The pre-embedded steel slab（5）And junction steel plate（6）It is cuboid steel plate, thickness is 20 ~ 50mm.
The utility model has the following advantages：The prefabricated assembled Interlayer seismic isolation system can not only be risen by shock isolating pedestal
The effect consumed energy to shock insulation, protects the safety of building structure, and used prefabricated assembled beam column accelerates speed of application,
Project cost is reduced, modernization of architecture is made.In summary advantage, the prefabricated assembled Interlayer seismic isolation system can answer well
For in all kinds of shock insulation building structures, to there is good practicability and feasibility.
Description of the drawings
The utility model is further illustrated below by attached drawing.
Fig. 1 is prefabricated assembled Interlayer seismic isolation system schematic diagram.
Reference sign：
1-prefabricated upper buttress；2-prefabricated lower buttresses；3-prefabricated crossbeams；4-shock isolating pedestals；5-pre-embedded steel slabs；6-even
Connect steel plate；7-connection bolts；8-longitudinal protruding bars；9-flanged plates；10-built-in fittings are anchored.
Specific implementation mode
In conjunction with Figure of description, specific embodiment of the present utility model is described further.
Embodiment：Prefabricated assembled Interlayer seismic isolation system, including：Prefabricated upper buttress（1）, prefabricated lower buttress（2）, prefabricated cross
Beam（3）, shock isolating pedestal（4）, pre-embedded steel slab（5）, junction steel plate（6）, connection bolt（7）, longitudinal protruding bar（8）, flanged plate
（9）, pre-buried anchor log（10）.
Prefabricated upper buttress（1）, prefabricated lower buttress（2）, prefabricated crossbeam（3）It is formed in advance in factory process, prefabricated upper buttress
（1）And prefabricated crossbeam（3）It pours and builds up an entirety.Prefabricated upper buttress（1）With prefabricated lower buttress（2）Pass through shock isolating pedestal（4）Even
It connects.
Prefabricated upper buttress（1）Bottom and prefabricated lower buttress（2）Top pre-sets pre-embedded steel slab（5）, pre-embedded steel slab（5）For
Cuboid steel plate, 20 ~ 50mm of steel plate thickness.
Prefabricated upper buttress（1）Flanged plate is arranged in side wall one end（9）It is anchored with built-in fitting（10）.
Shock isolating pedestal（4）Junction steel plate is arranged in top and bottom（6）, junction steel plate（6）For cuboid steel plate, steel plate thickness
20~50mm。
Pre-embedded steel slab（5）With junction steel plate（6）By connecting bolt（7）Connection.
Although the embodiments of the present invention has been shown and described above, it is to be understood that above-described embodiment is example
Property, it is not considered as limiting the invention, those skilled in the art within the scope of the invention can be to above-mentioned
Embodiment is changed, changes, replacing and modification.
Claims (9)
1. a kind of prefabricated assembled Interlayer seismic isolation system, it is characterised in that：Including prefabricated upper buttress（1）, prefabricated lower buttress（2）、
Prefabricated crossbeam（3）And shock isolating pedestal（4）；Prefabricated upper buttress（1）With prefabricated crossbeam（3）It is prefabricated into an entirety；Prefabricated upper buttress
（1）With prefabricated lower buttress（2）Between shock isolating pedestal is set（4）, prefabricated upper buttress（1）, prefabricated lower buttress（2）And shock isolating pedestal
（4）Connect into an entirety.
2. a kind of prefabricated assembled Interlayer seismic isolation system according to claim 1, it is characterised in that：The prefabricated upper buttress
（1）Top is equipped with several longitudinal reinforcements（8）.
3. prefabricated assembled Interlayer seismic isolation system according to claim 1 or 2, it is characterised in that：The prefabricated upper buttress
（1）With prefabricated lower buttress（2）In be respectively provided with pre-embedded steel slab（5）.
4. prefabricated assembled Interlayer seismic isolation system according to claim 3, it is characterised in that：The pre-embedded steel slab（5）With
Junction steel plate（6）It is cuboid steel plate, 20 ~ 50mm of steel plate thickness.
5. prefabricated assembled Interlayer seismic isolation system according to claim 3, it is characterised in that：The pre-embedded steel slab（5）With
Junction steel plate（6）Pass through bolt（7）It links together.
6. a kind of prefabricated assembled Interlayer seismic isolation system according to claim 1, it is characterised in that：The prefabricated lower buttress
（2）Bottom is equipped with several longitudinal reinforcements（8）.
7. a kind of prefabricated assembled Interlayer seismic isolation system according to claim 1, it is characterised in that：The prefabricated upper buttress
（1）Flanged plate is arranged in side wall one end（9）It is anchored with built-in fitting（10）, for connecting the post and lintel system adjacent with interlayer.
8. a kind of prefabricated assembled Interlayer seismic isolation system according to claim 1, it is characterised in that：The shock isolating pedestal
（4）Junction steel plate is arranged in upper and lower part（6）.
9. a kind of prefabricated assembled Interlayer seismic isolation system according to claim 1 or 8, it is characterised in that：The shock insulation branch
Seat（4）Play damping energy consumption.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820051447.5U CN207934233U (en) | 2018-01-12 | 2018-01-12 | A kind of prefabricated assembled Interlayer seismic isolation system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820051447.5U CN207934233U (en) | 2018-01-12 | 2018-01-12 | A kind of prefabricated assembled Interlayer seismic isolation system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207934233U true CN207934233U (en) | 2018-10-02 |
Family
ID=63648543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820051447.5U Expired - Fee Related CN207934233U (en) | 2018-01-12 | 2018-01-12 | A kind of prefabricated assembled Interlayer seismic isolation system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207934233U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594833A (en) * | 2018-11-28 | 2019-04-09 | 浙江理工大学 | Prefabricated concrete structure Interlayer seismic isolation method |
| CN109763585A (en) * | 2019-03-22 | 2019-05-17 | 哈尔滨工业大学 | Answer friction pendulum shock isolation system in a kind of assembled local surface space |
| CN115341672A (en) * | 2021-05-12 | 2022-11-15 | 上海大学 | Assembled frame shock insulation structure |
-
2018
- 2018-01-12 CN CN201820051447.5U patent/CN207934233U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594833A (en) * | 2018-11-28 | 2019-04-09 | 浙江理工大学 | Prefabricated concrete structure Interlayer seismic isolation method |
| CN109594833B (en) * | 2018-11-28 | 2020-09-08 | 浙江理工大学 | Interlayer shock insulation method for prefabricated concrete structure |
| CN109763585A (en) * | 2019-03-22 | 2019-05-17 | 哈尔滨工业大学 | Answer friction pendulum shock isolation system in a kind of assembled local surface space |
| CN109763585B (en) * | 2019-03-22 | 2021-03-23 | 哈尔滨工业大学 | Assembled type complex friction pendulum type shock isolation system with local curved surface space |
| CN115341672A (en) * | 2021-05-12 | 2022-11-15 | 上海大学 | Assembled frame shock insulation structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181002 Termination date: 20210112 |