CN202090369U - Anti-quaking foundation structure - Google Patents
Anti-quaking foundation structure Download PDFInfo
- Publication number
- CN202090369U CN202090369U CN201120140079XU CN201120140079U CN202090369U CN 202090369 U CN202090369 U CN 202090369U CN 201120140079X U CN201120140079X U CN 201120140079XU CN 201120140079 U CN201120140079 U CN 201120140079U CN 202090369 U CN202090369 U CN 202090369U
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- quakeproof
- shakeproof layer
- layer
- foundation
- shockproof
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Abstract
The utility model discloses an anti-quaking foundation structure which is mainly composed of a foundation beam, a foundation positioned below the foundation beam, and a quakeproof device positioned between the foundation beam and the foundation, wherein the quakeproof device comprises an quakeproof supporting frame, a horizontal crosswise quakeproof layer, a horizontal lengthwise quakeproof layer and an quakeproof base table, sliding grooves and large-scale steel balls placed in the sliding grooves are respectively arranged at the horizontal crosswise quakeproof layer and the horizontal lengthwise quakeproof layer, and the quakeproof supporting frame, the horizontal crosswise quakeproof layer, the horizontal lengthwise quakeproof layer and the quakeproof base stable are fixed together through fixing pieces; and the quakeproof supporting frame is connected with the foundation beam, and the quakeproof base table is connected with the foundation. The quakeproof foundation structure has the advantages of simple structure, low cost and strong quakeproof capability.
Description
Technical field
The utility model relates to a kind of earthquake proof foundation structure.
Background technology
Along with development of human society, Increase of population, the human building of being built is more and more, in order to save the soil, many high buildings and large mansions have all been built in each metropolis at home, a large amount of population and material wealth have been assembled in these mansions the inside, so the safety in building becomes an important problem, and quakeproof and quake-resistant performance important indicator especially wherein.When earthquake took place, the wavelength-division that is transmitted to ground by focus was two kinds: shear wave and compressional wave.In case the generation earthquake disaster, face of land building will be destroyed, particularly highrise building.And present building trade does not also have a kind of earthquake proof foundation structure that can effectively prevent the harm that earthquake brings.
Summary of the invention
The technical problems to be solved in the utility model provides a kind of simple in structure, with low cost, earthquake proof foundation structure that shock resistance is strong, and the utility model is achieved through the following technical solutions:
A kind of earthquake proof foundation structure of the present utility model, mainly by grade beam, and be positioned at basis under the grade beam, and the vibration abatement that is positioned in the middle of grade beam and the basis is formed, described vibration abatement comprises shockproof bracing frame, the horizontal cross shakeproof layer, the vertical shakeproof layer of level, shockproof base frame, described horizontal cross shakeproof layer and the vertical shakeproof layer of level are respectively arranged with chute and are placed on the interior large-scale steel ball of chute, described shockproof bracing frame, the horizontal cross shakeproof layer, the vertical shakeproof layer of level, shockproof base frame is fixed together by fixture, wherein, shockproof bracing frame is connected with grade beam, and shockproof base is connected with the basis.Be provided with the elastic body that is used to cushion in the middle of described shockproof bracing frame and the horizontal cross shakeproof layer, be provided with the elastic body that is used to cushion between described shockproof base frame and the vertical shakeproof layer of level.
Earthquake proof foundation structure of the present utility model, because described horizontal cross shakeproof layer and the vertical shakeproof layer of level are respectively arranged with chute and are placed on the interior large-scale steel ball of chute, it is simple in structure, with low cost and firm; Be provided with the elastic body that is used to cushion in the middle of described shockproof bracing frame and the horizontal cross shakeproof layer, be provided with the elastic body that is used to cushion between described shockproof base frame and the vertical shakeproof layer of level, it is provided with and prevents that effectively earthquake from attacking, the effect of buffering is played in the injury that earthquake is caused, alleviate the disaster that earthquake brings, shock resistance is strong.
Description of drawings
In order to be easy to explanation, the utility model is done to describe in detail by following preferred embodiment and accompanying drawing.
Fig. 1 is the schematic diagram of the utility model earthquake proof foundation structure;
Fig. 2 is the schematic diagram of horizontal cross shakeproof layer in the utility model earthquake proof foundation structure;
Fig. 3 is the schematic diagram of the vertical shakeproof layer of level in the utility model earthquake proof foundation structure.
The specific embodiment
As shown in Figure 1 to Figure 3, a kind of earthquake proof foundation structure of the present utility model, mainly by grade beam 1, and be positioned at basis 2 under the grade beam 1, and the vibration abatement 3 that is positioned in the middle of grade beam 1 and the basis 2 is formed, described vibration abatement 3 comprises shockproof bracing frame 4, horizontal cross shakeproof layer 5, the vertical shakeproof layer 6 of level, shockproof base frame 7, the vertical shakeproof layer 6 of described horizontal cross shakeproof layer 5 and level is respectively arranged with chute 9 and is placed on large-scale steel ball 10 in the chute 9, described shockproof bracing frame 4, horizontal cross shakeproof layer 5, the vertical shakeproof layer 6 of level, shockproof base frame 7 is fixed together by fixture (not shown), wherein, shockproof bracing frame 4 is connected with grade beam 1, and shockproof base frame 7 is connected with basis 2.Be provided with the elastic body 8 that is used to cushion in the middle of described shockproof bracing frame 4 and the horizontal cross shakeproof layer 5, be provided with the elastic body 8 that is used to cushion between described shockproof base frame 7 and the vertical shakeproof layer 6 of level.Advantage that so it has is simple in structure, with low cost, shock resistance is strong.
Earthquake proof foundation structure of the present utility model, because described horizontal cross shakeproof layer and the vertical shakeproof layer of level are respectively arranged with chute and are placed on the interior large-scale steel ball of chute, it is simple in structure, with low cost and firm; Be provided with the elastic body that is used to cushion in the middle of described shockproof bracing frame and the horizontal cross shakeproof layer, be provided with the elastic body that is used to cushion between described shockproof base frame and the vertical shakeproof layer of level, it is provided with and prevents that effectively earthquake from attacking, the effect of buffering is played in the injury that earthquake is caused, alleviate the disaster that earthquake brings, shock resistance is strong.
The foregoing description; it is an example of the present utility model; be not to be used for limiting enforcement of the present utility model and interest field, all or technical schemes of being equal to identical with the described content of the utility model claim all should be included in the utility model protection domain.
Claims (1)
1. earthquake proof foundation structure, mainly by grade beam, and be positioned at basis under the grade beam, and the vibration abatement that is positioned in the middle of grade beam and the basis is formed, it is characterized in that: described vibration abatement comprises shockproof bracing frame, the horizontal cross shakeproof layer, the vertical shakeproof layer of level, shockproof base frame, described horizontal cross shakeproof layer and the vertical shakeproof layer of level are respectively arranged with chute and are placed on the interior large-scale steel ball of chute, described shockproof bracing frame, the horizontal cross shakeproof layer, vertical shakeproof layer of level and shockproof base frame are fixed together by fixture, wherein, shockproof bracing frame is connected with grade beam, shockproof base is connected with the basis, be provided with the elastic body that is used to cushion in the middle of described shockproof bracing frame and the horizontal cross shakeproof layer, be provided with the elastic body that is used to cushion between described shockproof base frame and the vertical shakeproof layer of level.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120140079XU CN202090369U (en) | 2011-05-05 | 2011-05-05 | Anti-quaking foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120140079XU CN202090369U (en) | 2011-05-05 | 2011-05-05 | Anti-quaking foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202090369U true CN202090369U (en) | 2011-12-28 |
Family
ID=45365447
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120140079XU Expired - Fee Related CN202090369U (en) | 2011-05-05 | 2011-05-05 | Anti-quaking foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202090369U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301655A (en) * | 2016-06-28 | 2018-07-20 | 朱保生 | Assembled transformer room |
| CN109083186A (en) * | 2018-07-27 | 2018-12-25 | 徽都建设有限公司 | A kind of structure foundation shockproof structure and construction method |
-
2011
- 2011-05-05 CN CN201120140079XU patent/CN202090369U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301655A (en) * | 2016-06-28 | 2018-07-20 | 朱保生 | Assembled transformer room |
| CN109083186A (en) * | 2018-07-27 | 2018-12-25 | 徽都建设有限公司 | A kind of structure foundation shockproof structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHENZHEN HONGXUAN CONSTRUCTION ENGINEERING CO., LT Free format text: FORMER OWNER: XIA YONG Effective date: 20120405 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 523000 DONGGUAN, GUANGDONG PROVINCE TO: 518049 SHENZHEN, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20120405 Address after: 518049 Guangdong Province, Futian District city. Shenzhen Shenhua science and Technology Park Industrial Park West No. 2 building 501 Patentee after: SHENZHEN HONGXUAN CONSTRUCTION ENGINEERING CO., LTD. Address before: Changping Town, Guangdong city of Dongguan Province Road 523000 Chang Lijing international room 1808 Patentee before: Xia Yong |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111228 Termination date: 20150505 |
|
| EXPY | Termination of patent right or utility model |