CN203669134U - Anti-seismic construction site house building structure - Google Patents
Anti-seismic construction site house building structure Download PDFInfo
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- CN203669134U CN203669134U CN201420026468.3U CN201420026468U CN203669134U CN 203669134 U CN203669134 U CN 203669134U CN 201420026468 U CN201420026468 U CN 201420026468U CN 203669134 U CN203669134 U CN 203669134U
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- antidetonation
- seismic
- boss
- building structure
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Abstract
The utility model discloses an anti-seismic construction site house building structure. The anti-seismic construction site house building structure is good in anti-seismic capacity. A base is composed of a foundation base and an anti-seismic plate. A house body is fixed to the anti-seismic plate, the foundation base is fixed underground, anti-seismic bosses are arranged on the foundation base, cavities corresponding to the anti-seismic bosses are formed in the anti-seismic plate, the cavities are larger than the anti-seismic bosses, the anti-seismic bosses are distributed around the geometric center of the foundation base, and at least three anti-seismic bosses are not located on the same line. According to the anti-seismic construction site house building structure, by matching the anti-seismic bosses with the cavities, when seism happens, the anti-seismic plate can be made to relatively swing on the foundation base, the anti-seismic bosses evenly distributed around the geometric center of the foundation base can make the anti-seismic plate swing around a stable center, and the at least three anti-seismic bosses are not located on the same straight line, so that the anti-seismic plate cannot fall towards one side in the vibration process, after the seism stops, the house body can restore to an original position, and therefore the anti-seismic purpose is achieved.
Description
Technical field
The utility model relates to building field, and more particularly, it relates to the room building structure of a kind of antidetonation building site.
Background technology
Along with natural calamity in recent years takes place frequently, Wenchuan, all there is violent earthquake in cajaput and Japan, earthquake is a kind of harm extraordinary serious natural calamity, the property loss that earthquake causes and casualties, mainly because collapsing of building caused, earthquake come go also fast, often just occur in tens seconds tens seconds very of short duration time even, people are difficult in room, particularly high building, escape within the so short time, especially night, people are mostly in sleep state, if generation earthquake, the injures and deaths that personnel are caused are just even more serious, the generation of earthquake very not have rule can follow, current technology also over the ground ram-jolt execute very accurate forecast, though there have been now some earthquake prewarning devices, these earthquake prewarning devices are difficult to generally promote, therefore how to reduce building in earthquake collapse and casualties and the property loss causing of falling of floor is current letter problem to be solved.
People, in the time by every means various urban architecture buildings being carried out to seismic design, lack to have forgotten in the time building these buildings the interim room, building site of living of civilians worker are done to antidetonation protection; Room, existing building site is due to the problem of structure design, can not antidetonation, once meet with earthquake, civilian workers' life safety and property safety are also difficult to be protected.
Utility model content
The deficiency existing for prior art, the purpose of this utility model is to provide a kind of room, building site building structure with good shock resistance.
For achieving the above object, the utility model provides following technical scheme: the room building structure of a kind of antidetonation building site, comprise base and room body, described base is made up of ground pedestal and shock-proof plate, described room body is fixed on shock-proof plate, described ground pedestal is fixed on underground, ground pedestal is provided with antidetonation boss, described antidetonation boss and ground pedestal are wholely set, described shock-proof plate is provided with the cavity corresponding with antidetonation boss, described cavity is greater than antidetonation boss, make to form gap between antidetonation boss and the inwall of cavity, described antidetonation boss is uniformly distributed around ground pedestal geometric center, the antidetonation boss distributing has 3 and not on same line at least.
The utility model is further set to: described antidetonation boss is round table-like substantially, and the bottom size of antidetonation boss is greater than top size, and top is spherical shape.
The utility model is further set to: in the gap between described antidetonation boss and the inwall of cavity, be filled with elastomeric material.
The utility model is further set to: described ground pedestal is placed in underground, makes ground pedestal upper surface and ground in same plane.
The utility model is further set to: described antidetonation boss is 4.
The utility model is further set to: 90 ° of <a<135 ° of angle of the slope on described antidetonation boss and ground base-plates surface.
By adopting technique scheme, this antidetonation building site room building structure is by the cooperation of antidetonation boss and cavity, in the time that earthquake comes, can make shock-proof plate relatively rock on ground pedestal, around the equally distributed antidetonation boss of ground pedestal geometric center, can make rocking of shock-proof plate have all the time a stable center, have at least 3 not the antidetonation boss on same straight line can make shock-proof plate time can not go to a side in vibrations, after earthquake stops, can make again room body return to original position, thereby reach antidetonation object.
Brief description of the drawings
Fig. 1 is the structure sectional view of the utility model antidetonation building site room building structure embodiment;
Fig. 2 is the partial enlarged drawing of A in Fig. 1;
Fig. 3 is the top view of shock-proof plate 3 in Fig. 1.
Reference numeral: 1, base; 2, Fang Ti; 3, base seat; 31, antidetonation boss; 4, shock-proof plate; 41, cavity.
Detailed description of the invention
The utility model antidetonation building site room building structure embodiment is described further in conjunction with Fig. 2 and Fig. 3 with reference to Fig. 1.
A kind of antidetonation building site room building structure, comprise base 1 and room body 2, described base 1 is made up of ground pedestal 3 and shock-proof plate 4, described room body 2 is fixed on shock-proof plate 4, described ground pedestal 3 is fixed on underground, ground pedestal 3 is provided with antidetonation boss 31, described antidetonation boss 31 and ground pedestal 3 are wholely set, described shock-proof plate 4 is provided with the cavity corresponding with antidetonation boss 31 41, described cavity 41 is greater than antidetonation boss 31, make to form gap between antidetonation boss 31 and the inwall of cavity 41, described antidetonation boss 31 is uniformly distributed around ground pedestal geometric center, the antidetonation boss 31 distributing has 3 and not on same line at least.This antidetonation building site room building structure is by the cooperation of antidetonation boss 31 and cavity 41, in the time that earthquake comes, antidetonation boss 31 can be rocked relatively with cavity 41, be that shock-proof plate 4 relatively rocks on ground pedestal 3, the antidetonation boss 31 distributing around ground pedestal geometric center, can make rocking of shock-proof plate 4 have all the time a stable center, according to the principle of 3 definite planes, have at least 3 not the antidetonation boss 31 on same straight line can make shock-proof plate 4 time can not go to a side in vibrations, in the time that earthquake stops, making again room body 2 return to original position.
Described antidetonation boss 31 is round table-like substantially, and the bottom size of antidetonation boss 31 is greater than top size, and top is spherical shape.Round table-like antidetonation boss 31 can allow shock-proof plate 4 to rock to all directions, the object that can cushion to reach all angles, and its bottom is greater than top, make antidetonation boss 31 foundation stable, ensure enough intensity, can bear larger impact force, its top is spherical shape, the cavity 41 that can and should arrange in contrast matches, and after earthquake finishes, what room body 2 can be more prone to again under Action of Gravity Field sets back.
In gap between described antidetonation boss 31 and the inwall of cavity 41, be filled with elastomeric material.Can reduce the impact that antidetonation boss 31 is subject to, also can improve antidetonation buffer capacity, also can strengthen after shake the reset capability of room body 2 simultaneously.
Described ground pedestal 3 is placed in underground, makes ground pedestal 3 upper surfaces and ground in same plane.Ground pedestal peace 3 is placed in to the underground stability that can ensure ground pedestal 3, and the occupation of land space of this antidetonation building site room building structure can be reduced in ground pedestal 3 upper surfaces and ground in same plane.
Described antidetonation boss 31 is 4, facilitates the location survey of antidetonation boss 31, constructability.
90 ° of <a<135 ° of angle of slope on described antidetonation boss 31 and ground base-plates surface.This angle is greater than 90 ° and makes antidetonation boss 31 bottoms be greater than top, makes its foundation stable, ensures enough intensity; This angle is less than 135 ° can prevent that shock-proof plate from can not depart from antidetonation boss in rocking.
Claims (6)
1. an antidetonation building site room building structure, comprise base and room body, it is characterized in that: described base is made up of ground pedestal and shock-proof plate, described room body is fixed on shock-proof plate, described ground pedestal is fixed on underground, ground pedestal is provided with antidetonation boss, described antidetonation boss and ground pedestal are wholely set, described shock-proof plate is provided with the cavity corresponding with antidetonation boss, described cavity is greater than antidetonation boss, make to form gap between antidetonation boss and the inwall of cavity, described antidetonation boss is uniformly distributed around ground pedestal geometric center, the antidetonation boss distributing has 3 and not on same line at least.
2. antidetonation according to claim 1 building site room building structure, is characterized in that: described antidetonation boss is round table-like substantially, and the bottom size of antidetonation boss is greater than top size, and top is spherical shape.
3. antidetonation according to claim 2 building site room building structure, is characterized in that: in the gap between described antidetonation boss and the inwall of cavity, be filled with elastomeric material.
4. antidetonation according to claim 3 building site room building structure, is characterized in that: described ground pedestal is placed in underground, makes ground pedestal upper surface and ground in same plane.
5. antidetonation according to claim 4 building site room building structure, is characterized in that: described antidetonation boss is 4.
6. according to the antidetonation building site room building structure described in claim 2 or 5, it is characterized in that: 90 ° of <a<135 ° of angle of the slope on described antidetonation boss and ground base-plates surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420026468.3U CN203669134U (en) | 2014-01-16 | 2014-01-16 | Anti-seismic construction site house building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420026468.3U CN203669134U (en) | 2014-01-16 | 2014-01-16 | Anti-seismic construction site house building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203669134U true CN203669134U (en) | 2014-06-25 |
Family
ID=50965450
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420026468.3U Expired - Fee Related CN203669134U (en) | 2014-01-16 | 2014-01-16 | Anti-seismic construction site house building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203669134U (en) |
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2014
- 2014-01-16 CN CN201420026468.3U patent/CN203669134U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20140625 Termination date: 20220116 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |