CN204080846U - The room building structure of antidetonation building site - Google Patents
The room building structure of antidetonation building site Download PDFInfo
- Publication number
- CN204080846U CN204080846U CN201420541117.6U CN201420541117U CN204080846U CN 204080846 U CN204080846 U CN 204080846U CN 201420541117 U CN201420541117 U CN 201420541117U CN 204080846 U CN204080846 U CN 204080846U
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- CN
- China
- Prior art keywords
- antidetonation
- boss
- ground pedestal
- room
- building structure
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- 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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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 58
- 229920001971 elastomer Polymers 0.000 claims description 10
- 239000000806 elastomer Substances 0.000 claims description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 230000006378 damage Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 235000001167 Melaleuca cajuputi Nutrition 0.000 description 1
- 244000304222 Melaleuca cajuputi Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000034994 death Effects 0.000 description 1
- 231100000517 death Toxicity 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses the room building structure of a kind of antidetonation building site, comprise base and room body, described base comprises 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 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, described antidetonation boss has 3 at least and not on same line, described ground pedestal surrounding is provided with cannelure, described cannelure communicates with the external world, 4 pieces of filling blocks are filled with in described cannelure, the upper surface of described filling block is equipped with handle.This antidetonation building site room building structure can convenient for maintaining and observation place pedestal, thus makes the anti seismic efficiency of antidetonation building site room building structure better.
Description
Technical field
The utility model relates to a kind of building structure, and more particularly, it relates to the room building structure of a kind of antidetonation building site.
Background technology
Along with natural calamity takes place frequently in recent years, Wenchuan, cajaput and Japan all there occurs violent earthquake, earthquake is a kind of harm extraordinary serious natural calamity, the property loss that earthquake causes and casualties, mainly because collapsing of building is caused, earthquake come go also fast, often just occur in tens seconds even tens seconds very of short duration time, people to be difficult within the so short time in room particularly escape high building, especially night, people are mostly in sleep state, if generation earthquake, the injures and deaths caused personnel are just even more serious, the generation of earthquake very not have rule can follow, current technology also ram-jolt can not execute very accurate forecast over the ground, though had some earthquake prewarning devices now, these earthquake prewarning devices are difficult to popularity, therefore how to reduce building in earthquake collapse and the fall casualties that causes and the property loss of floor have problem to be solved at present.
Application number is the Chinese patent of 201420026468.3, disclose the room building structure of a kind of antidetonation building site, comprise, comprise base and room body, it is characterized in that: described base comprises 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 distributed has 3 at least and not on same line.When earthquake comes, shock-proof plate can be made relatively to rock on ground pedestal, around the equally distributed antidetonation boss of ground pedestal geometric center, rocking of shock-proof plate can be made to have a stable center all the time, antidetonation boss has at least 3 shock-proof plate can not made on the same line can not to go to side when shaking, after earthquake stops, room body can be made again to return to original position, thus reach antidetonation object.
But the weak point that this patent exists is: because ground pedestal is arranged on underground, after repeatedly earthquake, ground pedestal is easy to damage cracking, just shockproof effect can not be played well like this when lower secondary earthquake, if this patent will carry out keeping in repair the earth that just must excavate pedestal side, ground by pedestal over the ground, then just maintenance can be filled up to it, also to fill it after having keeped in repair, repair very inconvenient like this, and also whether inconvenient observation place pedestal damage.
Utility model content
For the deficiency that prior art exists, the purpose of this utility model is to provide the room building structure of a kind of antidetonation building site, and this antidetonation building site room building structure can convenient for maintaining and observation place pedestal, thus makes the anti seismic efficiency of antidetonation building site room building structure better.
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 comprises 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 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, described antidetonation boss has 3 at least and not on same line, described ground pedestal surrounding is provided with cannelure, described cannelure communicates with the external world, 4 pieces of filling blocks are filled with in described cannelure, the upper surface of described filling block is equipped with handle.
The utility model is preferred: be provided with elastomer block in described gap, and described elastomer block is arranged on the inwall of cavity regularly.
The utility model is preferred: the sidewall of described cannelure diapire and surrounding is fitted with the framework be fabricated from iron.
The utility model is preferred: described ground pedestal surrounding sidewall is provided with several passages.
The utility model is preferred: be all plugged with steel plate between described ground pedestal surrounding sidewall and filling block.
Compared with prior art, the beneficial effects of the utility model are: when earthquake complete once after, handle can be hand-pulled filling block is pulled out respectively in cannelure, so just can facilitate the situation that observation place pedestal surrounding is damaged, the earth going to excavate ground pedestal surrounding is not more needed to observe, observation is convenient and quick, if find that ground pedestal damages badly just to keep in repair it, such antidetonation building site room building structure can convenient for maintaining and observation place pedestal, thus makes the anti seismic efficiency of antidetonation building site room building structure better.
Accompanying drawing explanation
Fig. 1 is the structure chart of the utility model antidetonation building site room building structure embodiment;
Reference numeral: 1, base; 2, Fang Ti; 3, pedestal; 4, shock-proof plate; 5, antidetonation boss; 6, cavity; 7, cannelure; 8, filling block; 9, handle; 10, elastomer block; 11, framework; 12, passage; 13, steel plate.
Detailed description of the invention
With reference to Fig. 1, the utility model antidetonation building site room building structure embodiment is described further.
A kind of antidetonation building site room building structure, comprise base 1 and room body 2, described base 1 comprises 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 5, described shock-proof plate 4 is provided with the cavity 6 corresponding with antidetonation boss 5, described cavity 6 is greater than antidetonation boss 5, make to form gap between the inwall of antidetonation boss 5 and cavity 6, described antidetonation boss 5 is uniformly distributed around ground pedestal 3 geometric center, described antidetonation boss 5 has 3 at least and not on same line, described ground pedestal 3 surrounding is provided with cannelure 7, described cannelure 7 communicates with the external world, 4 pieces of filling blocks 8 are filled with in described cannelure 7, the upper surface of described filling block 8 is equipped with handle 9, arranging of filling block 8 can prevent ground pedestal 3 from sidesway occurring.
By adopting technique scheme, when earthquake complete once after, handle 9 can be hand-pulled by filling block 8 respectively from pull-out in cannelure 7, so just can facilitate the situation that observation place pedestal 3 surrounding is damaged, the earth going to excavate ground pedestal 3 surrounding is not more needed to observe, observation is convenient and quick, if find that ground pedestal 3 has to damage just to keep in repair it, such antidetonation building site room building structure can convenient for maintaining and observation place pedestal 3, thus make the anti seismic efficiency of antidetonation building site room building structure better, observe after having keeped in repair, can filling block 8 be directly tucked in cannelure 7, do not need to go again to fill fixing earth at leisure, if and also can change timely and conveniently when having shaken filling block 8 bad in earthquake.
Be provided with elastomer block 10 in described gap, elastomer block 10 can be block rubber, and described elastomer block 10 is arranged on the inwall of cavity 6 regularly.
By adopting technique scheme, elastomer block 10 is provided with in gap, such shock-proof plate 4 is when occurring rocking, the inwall of cavity 6 does not collide with antidetonation projection, effectively prevent and cause both to damage because the inwall of cavity 6 and antidetonation projection collide, the effect of antidetonation can be improve like this when lower secondary earthquake.
The sidewall of described cannelure 7 diapire and surrounding is fitted with the framework 11 be fabricated from iron.
By adopting technique scheme, the sidewall of cannelure 7 diapire and surrounding is fitted with the framework 11 be fabricated from iron, after pull-out filling block 8, the earth of surrounding not easily tumbles in cannelure 7 like this, conveniently observe after having keeped in repair ground pedestal 3 and filling block 8 is tucked in cannelure 7, thus indirectly can play the convenient effect of observing and keeping in repair ground pedestal 3.
Described ground pedestal 3 surrounding sidewall is provided with several passages 12.
By adopting technique scheme, ground pedestal 3 surrounding sidewall is provided with several passages 12, if after like this crack having appearred in pedestal 3, filler can be poured in crack by passage 12, and convenient for maintaining ground pedestal 3.
Steel plate 13 is all plugged with between described ground pedestal 3 surrounding sidewall and filling block 8.
By adopting technique scheme, being all plugged with steel plate 13 between ground pedestal 3 surrounding sidewall and filling block 8, effectively invariably can occurring the phenomenon that collapses by pedestal 3 like this, arranging of steel plate 13 can make ground pedestal 3 structure more stable, and anti seismic efficiency is good.
The above is only preferred embodiment of the present utility model, protection domain of the present utility model be not only confined to above-described embodiment, and all technical schemes belonged under the utility model thinking all belong to protection domain of the present utility model.It should be pointed out that for those skilled in the art, do not departing from the some improvements and modifications under the utility model principle prerequisite, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (5)
1. an antidetonation building site room building structure, comprise base and room body, described base comprises 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 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, described antidetonation boss has 3 at least and not on same line, it is characterized in that: described ground pedestal surrounding is provided with cannelure, described cannelure communicates with the external world, 4 pieces of filling blocks are filled with in described cannelure, the upper surface of described filling block is equipped with handle.
2. antidetonation building site according to claim 1 room building structure, it is characterized in that: be provided with elastomer block in described gap, described elastomer block is arranged on the inwall of cavity regularly.
3. antidetonation building site according to claim 1 room building structure, is characterized in that: the sidewall of described cannelure diapire and surrounding is fitted with the framework be fabricated from iron.
4. antidetonation building site according to claim 1 room building structure, is characterized in that: described ground pedestal surrounding sidewall is provided with several passages.
5. antidetonation building site according to claim 1 room building structure, is characterized in that: be all plugged with steel plate between described ground pedestal surrounding sidewall and filling block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420541117.6U CN204080846U (en) | 2014-09-19 | 2014-09-19 | The room building structure of antidetonation building site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420541117.6U CN204080846U (en) | 2014-09-19 | 2014-09-19 | The room building structure of antidetonation building site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204080846U true CN204080846U (en) | 2015-01-07 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420541117.6U Expired - Fee Related CN204080846U (en) | 2014-09-19 | 2014-09-19 | The room building structure of antidetonation building site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204080846U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727590A (en) * | 2015-02-16 | 2015-06-24 | 浙江佳成建设有限公司 | Comprehensively-utilized assembly type integrated building factory |
| CN104912120A (en) * | 2015-05-15 | 2015-09-16 | 河北科技大学 | Shock isolation device of small low-rise building foundation |
| CN111456111A (en) * | 2020-03-12 | 2020-07-28 | 浙江大学城市学院 | Shock isolation device for high-rise building foundation |
| CN111719596A (en) * | 2020-07-24 | 2020-09-29 | 沈阳促晋科技有限公司 | Underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities |
-
2014
- 2014-09-19 CN CN201420541117.6U patent/CN204080846U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727590A (en) * | 2015-02-16 | 2015-06-24 | 浙江佳成建设有限公司 | Comprehensively-utilized assembly type integrated building factory |
| CN104912120A (en) * | 2015-05-15 | 2015-09-16 | 河北科技大学 | Shock isolation device of small low-rise building foundation |
| CN111456111A (en) * | 2020-03-12 | 2020-07-28 | 浙江大学城市学院 | Shock isolation device for high-rise building foundation |
| CN111719596A (en) * | 2020-07-24 | 2020-09-29 | 沈阳促晋科技有限公司 | Underground structure reinforcing system with bearing, anti-seismic and anti-floating capabilities |
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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: 20150107 |