CN204983857U - Novel antidetonation room building structure - Google Patents
Novel antidetonation room building structure Download PDFInfo
- Publication number
- CN204983857U CN204983857U CN201520596897.9U CN201520596897U CN204983857U CN 204983857 U CN204983857 U CN 204983857U CN 201520596897 U CN201520596897 U CN 201520596897U CN 204983857 U CN204983857 U CN 204983857U
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- CN
- China
- Prior art keywords
- building structure
- vibration damper
- damper plate
- room body
- grade slab
- 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.)
- Expired - Fee Related
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses a novel antidetonation room building structure, including the grade slab and the room body, the top of grade slab be equipped with the vibration damper plate, the four corners department of vibration damper plate be equipped with metal block no. 1, the four corners department of the room body be equipped with metal block no. 2, the room body on be equipped with door and window, being connected of vibration damper plate and grade slab be equipped with a plurality of fixed orificess on the face. The beneficial effects of the utility model are that: through playing shock attenuation, cushioning effect in damping spring and rubber layer, when the earthquake comes, the building structure and the inside person and property safety of the protection room body to long service life, intensity is big, the security performance good, and is simultaneously rational in infrastructure, can be convenient change and does not influence the grade slab the room body.
Description
Technical field
The utility model relates to room and builds technical field, particularly relates to a kind of novel earthquake-proof room building structure.
Background technology
At present, existing earthquake relief work room is all the Simple antivibration house of some tent-types mostly, tent-type quakeproof house is a kind of overall structure, support and just can do house use, but this quakeproof house is too simple and easy, not firm, if any stone impact to quakeproof house, bring harm will to the victims of the disaster within doors, application life is short, does not possess shockproof ability, as again freeed aftershock, just likely cause secondary injury to the victims of the disaster.
Utility model content
For solving the problems of the technologies described above; the utility model provides a kind of novel earthquake-proof room building structure; damping, cushioning effect can be played by damping spring and rubber layer; when earthquake comes; the building structure of protection room body and the inner person and property safety; and long service life, intensity are large, security performance good, simultaneously rational in infrastructure, can change room body easily and not affect grade slab.
For solving the problems of the technologies described above, the embodiment of the present application provides a kind of novel earthquake-proof room building structure, it is characterized in that, comprise grade slab and room body, the top of described grade slab is provided with vibration damper plate, and the corner place of described vibration damper plate is provided with metal derby one, and the corner place of described room body is provided with metal derby two, described room body is provided with door and window, and described vibration damper plate and the joint face of grade slab are provided with some fixing holes.
As the preferred embodiment of this programme, 1/4th of described grade slab height is positioned at above earth's surface.
As the preferred embodiment of this programme, be provided with damping spring in described fixing hole, one end of damping spring is fixed on vibration damper plate, and conflict in the other end and fixing hole bottom surface, and the size of fixing hole is a bit larger tham the size of damping spring.
As the preferred embodiment of this programme, the upper surface of described metal derby one is concave structure, and the soffit of metal derby two is convex structure, and both mate mutually.
As the preferred embodiment of this programme, be provided with one deck rubber layer in the groove on described metal derby one surface, the thickness of rubber layer is 3-5cm.
As the preferred embodiment of this programme, the surface of described vibration damper plate and the overground part of grade slab scribbles acrylic wall paint.
The one or more technical schemes provided in the embodiment of the present application, at least have following technique effect or advantage:
Damping, cushioning effect can be played by damping spring and rubber layer; when earthquake comes; the building structure of protection room body and the inner person and property safety; and long service life, intensity are large, security performance good; simultaneously rational in infrastructure, can change room body easily and not affect grade slab.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the embodiment of the present application one.
In figure, 1, grade slab, 2, fixing hole, 3, damping spring, 4, vibration damper plate, 5, metal derby one, 6, rubber layer, 7, metal derby two, 8, Fang Ti, 9, door, 10, window.
Detailed description of the invention
In order to better understand technique scheme, below in conjunction with Figure of description and concrete embodiment, technique scheme is described in detail.
Embodiment one:
In embodiment one, as shown in Figure 1, a kind of novel earthquake-proof room building structure, comprise grade slab 1 and room body 8, the top of described grade slab 1 is provided with vibration damper plate 4, and the corner place of described vibration damper plate 4 is provided with metal derby 1, and the corner place of described room body 8 is provided with metal derby 27, described room body 8 is provided with door 9 and window 10, and described vibration damper plate 4 is provided with some fixing holes 2 with the joint face of grade slab 1.
Wherein, in actual applications, 1/4th of described grade slab 1 height is positioned at above earth's surface, makes vibration damper plate 4 and metal derby leave ground, prevents corrosion, increase the fastness of ground simultaneously.
Wherein, in actual applications, be provided with damping spring 3 in described fixing hole 2, one end of damping spring 3 is fixed on vibration damper plate 4; conflict in the other end and fixing hole 2 bottom surface; and the size of fixing hole 2 is a bit larger tham the size of damping spring 3, makes damping spring 3 when shaking, waving, can not swing excessive; ensure that room body 8 is in normal location status; when earthquake comes, damping spring 3 can play good cushioning effect, the building structure of protection room body 8 and the inner person and property safety.
Wherein, in actual applications, the upper surface of described metal derby 1 is concave structure, the soffit of metal derby 27 is convex structure, and both mate mutually, be convenient to be connected and fixed, compound rubber layer 6 can play the cushioning effect in room body 8 all directions simultaneously.
Wherein, in actual applications, be provided with one deck rubber layer 6 in the groove on described metal derby 1 surface, the thickness of rubber layer 6 is 3-5cm, can not cross thin and make buffer distance not enough, can not be blocked up and too soft, and it has applicable damping, buffering effect.
Wherein, in actual applications; the surface of described vibration damper plate 4 and the overground part of grade slab 1 scribbles acrylic wall paint; effectively can prevent growing of the pollution of dust and bacterium; long-term maintenance metope cleans; and there is the stronger chemicals-resistant such as acidproof, alkaline-resisting corrode function, effectively protect vibration damper plate 4, extend the application life of vibration damper plate 4.
Technical scheme in above-mentioned the embodiment of the present application; at least there is following technique effect or advantage: damping, cushioning effect can be played by damping spring and rubber layer; when earthquake comes; the building structure of protection room body and the inner person and property safety; and long service life, intensity are large, security performance good; simultaneously rational in infrastructure, can change room body easily and not affect grade slab.
Although described preferred embodiment of the present utility model, those skilled in the art once obtain the basic creative concept of cicada, then can make other change and amendment to these embodiments.So claims are intended to be interpreted as comprising preferred embodiment and falling into all changes and the amendment of the utility model scope.
Obviously, those skilled in the art can carry out various change and modification to the utility model and not depart from spirit and scope of the present utility model.Like this, if these amendments of the present utility model and modification belong within the scope of the utility model claim and equivalent technologies thereof, then the utility model is also intended to comprise these change and modification.
Claims (6)
1. a novel earthquake-proof room building structure, it is characterized in that, comprise grade slab and room body, the top of described grade slab is provided with vibration damper plate, the corner place of described vibration damper plate is provided with metal derby one, the corner place of described room body is provided with metal derby two, and described room body is provided with door and window, and described vibration damper plate and the joint face of grade slab are provided with some fixing holes.
2. a kind of novel earthquake-proof room building structure according to claim 1, is characterized in that, 1/4th of described grade slab height is positioned at above earth's surface.
3. a kind of novel earthquake-proof room building structure according to claim 1, it is characterized in that, be provided with damping spring in described fixing hole, one end of damping spring is fixed on vibration damper plate, conflict in the other end and fixing hole bottom surface, and the size of fixing hole is a bit larger tham the size of damping spring.
4. a kind of novel earthquake-proof room building structure according to claim 1, is characterized in that, the upper surface of described metal derby one is concave structure, and the soffit of metal derby two is convex structure, and both mate mutually.
5. a kind of novel earthquake-proof room building structure according to claim 1, is characterized in that, is provided with one deck rubber layer in the groove on described metal derby one surface, and the thickness of rubber layer is 3-5cm.
6. a kind of novel earthquake-proof room building structure according to claim 1, is characterized in that, the surface of described vibration damper plate and the overground part of grade slab scribbles acrylic wall paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520596897.9U CN204983857U (en) | 2015-08-10 | 2015-08-10 | Novel antidetonation room building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520596897.9U CN204983857U (en) | 2015-08-10 | 2015-08-10 | Novel antidetonation room building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204983857U true CN204983857U (en) | 2016-01-20 |
Family
ID=55118239
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520596897.9U Expired - Fee Related CN204983857U (en) | 2015-08-10 | 2015-08-10 | Novel antidetonation room building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204983857U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822122A (en) * | 2016-04-08 | 2016-08-03 | 烟台三新新能源科技有限公司 | Anti-seismic support for underground building |
-
2015
- 2015-08-10 CN CN201520596897.9U patent/CN204983857U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822122A (en) * | 2016-04-08 | 2016-08-03 | 烟台三新新能源科技有限公司 | Anti-seismic support for underground building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20160120 Termination date: 20200810 |