CN105369933A - Seismic isolation mechanism - Google Patents
Seismic isolation mechanism Download PDFInfo
- Publication number
- CN105369933A CN105369933A CN201510843436.1A CN201510843436A CN105369933A CN 105369933 A CN105369933 A CN 105369933A CN 201510843436 A CN201510843436 A CN 201510843436A CN 105369933 A CN105369933 A CN 105369933A
- Authority
- CN
- China
- Prior art keywords
- cover plate
- seismic isolation
- shock insulation
- agent structure
- building
- 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
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a seismic isolation mechanism comprising a buffer and reset mechanism and a cover plate. The buffer and reset mechanism comprises a reaction pier, a foundation and a seismic isolation trench. A body structure is disposed on the upper part of the foundation. A seismic isolation pad is arranged between the body structure and the foundation. The bottom of the cover plate is arc, and the two ends of the cover plate are respectively adhered to the tops of the reaction pier and the body structure. The seismic isolation mechanism of the invention is applicable to a building with no height difference between the two sides of the seismic isolation trench, is energy-saving and environment-friendly, can be reused after earthquake, can be industrially produced, has an attractive appearance, and is easy to replace and maintain.
Description
Technical field
The present invention relates to a kind of shock insulation mechanism.
Background technology
Shock insulation is the advanced technology of Antiseismic building, extensive use is able in Japan, China also obtains tremendous development, and shock insulation ditch is the important structure that shock-insulation building plays isolating affection, the space of shock insulation ditch is the scope that building can move horizontally when earthquake, shock insulation trench cover, playing the effect of covering at ordinary times, can not affect again the displacement of building during earthquake.
Conventional shock insulation trench cover adopts sliding support formula, be only applicable to Indoor environment, have the occasion of the discrepancy in elevation outward, bearing, once inefficacy of being obstructed, will cause shock insulation function not play completely, bring danger to building, even if do not lose efficacy, because cover plate is in the ground changing of the relative positions, injury may be brought to escape crowd, and most shock insulation trench cover is steel concrete, be cast as one with main body, repair difficulty.
Summary of the invention
For above-mentioned prior art Problems existing, the invention provides a kind of shock insulation mechanism.
To achieve these goals, the technical solution used in the present invention is: a kind of shock insulation mechanism, comprise buffering resetting-mechanism and cover plate, buffering resetting-mechanism comprises counter-force pier, basis and shock insulation ditch, agent structure is positioned at the top on basis, and being provided with isolation cushion between agent structure and basis, the bottom of cover plate is circular arc and two ends bond with the top of counter-force pier and agent structure respectively.
As preferably, the two ends of cover plate are filled with Bituminous hemp fiber packed layer with the bonding place at the top of counter-force pier and agent structure respectively.
The invention has the advantages that: be applicable to the building of shock insulation ditch both sides without the discrepancy in elevation, energy-conserving and environment-protective, and the bottom of cover plate is circular arc shape, during earthquake, the movement of building by naturally making, cover plate moves, ground is without the changing of the relative positions, when building oppositely moves, cover plate will fall in shock insulation ditch, can not affect the antidetonation translation of building equally, still reusable after shake.Suitability for industrialized production, good looking appearance, is easy to repair and replacement.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is described in further detail.
Consult Fig. 1, a kind of shock insulation mechanism, comprise buffering resetting-mechanism and cover plate 6, buffering resetting-mechanism comprises counter-force pier 1, basis 4 and shock insulation ditch 5, agent structure 2 is positioned at the top on basis 4, and being provided with isolation cushion 3 between agent structure 2 and basis 4, the bottom of cover plate 6 is circular arc and two ends bond with the top of counter-force pier 1 and agent structure 2 respectively.The two ends of cover plate 6 are filled with Bituminous hemp fiber packed layer with the bonding place at the top of counter-force pier 1 and agent structure 2 respectively.
The present invention is applicable to the building of shock insulation ditch 5 both sides without the discrepancy in elevation, energy-conserving and environment-protective, and the bottom of cover plate 6 is circular arc shape, during earthquake, the movement of building by naturally making, cover plate 6 moves, ground is without the changing of the relative positions, when building oppositely moves, cover plate 6 will fall in shock insulation ditch 5, can not affect the antidetonation translation of building equally, still reusable after shake.Suitability for industrialized production, good looking appearance, is easy to repair and replacement.
Claims (2)
1. a shock insulation mechanism, comprise buffering resetting-mechanism and cover plate (6), it is characterized in that: buffering resetting-mechanism comprises counter-force pier (1), basis (4) and shock insulation ditch 5, agent structure (2) is positioned at the top of basis (4), and being provided with isolation cushion (3) between agent structure (2) and basis (4), the bottom of cover plate (6) is circular arc and two ends bond with the top of counter-force pier (1) and agent structure (2) respectively.
2. a kind of shock insulation mechanism according to claim 1, is characterized in that: the two ends of cover plate (6) are filled with Bituminous hemp fiber packed layer with the bonding place at the top of counter-force pier (1) and agent structure (2) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510843436.1A CN105369933A (en) | 2015-11-10 | 2015-11-10 | Seismic isolation mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510843436.1A CN105369933A (en) | 2015-11-10 | 2015-11-10 | Seismic isolation mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105369933A true CN105369933A (en) | 2016-03-02 |
Family
ID=55372516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510843436.1A Pending CN105369933A (en) | 2015-11-10 | 2015-11-10 | Seismic isolation mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105369933A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114135141A (en) * | 2021-12-20 | 2022-03-04 | 河北建筑设计研究院有限责任公司 | Shock insulation node structure for building corner shock insulation trench roof elevation in different time |
| CN114135140A (en) * | 2021-12-20 | 2022-03-04 | 河北建筑设计研究院有限责任公司 | Shock insulation node structure for building edge shock insulation ditch top elevation different time |
-
2015
- 2015-11-10 CN CN201510843436.1A patent/CN105369933A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114135141A (en) * | 2021-12-20 | 2022-03-04 | 河北建筑设计研究院有限责任公司 | Shock insulation node structure for building corner shock insulation trench roof elevation in different time |
| CN114135140A (en) * | 2021-12-20 | 2022-03-04 | 河北建筑设计研究院有限责任公司 | Shock insulation node structure for building edge shock insulation ditch top elevation different time |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160302 |