CN203394139U - Slope-protecting and damping composite structure for hillside suspension building - Google Patents
Slope-protecting and damping composite structure for hillside suspension building Download PDFInfo
- Publication number
- CN203394139U CN203394139U CN201320348461.9U CN201320348461U CN203394139U CN 203394139 U CN203394139 U CN 203394139U CN 201320348461 U CN201320348461 U CN 201320348461U CN 203394139 U CN203394139 U CN 203394139U
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- bank protection
- building
- slope
- suspension
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Abstract
The utility model relates to a hillside building suspension structure, in particular to a slope-protecting and damping composite structure for a hillside suspension building. The slope-protecting and damping composite structure for the hillside suspension building comprises a suspension building and a revetment, wherein the suspension building and the revetment comprise multiple layers of beam-column joints; the height of each layer of beam-column joints of the suspension building corresponds to that of each layer of beam-column joints of the revetment, and each joint is connected with connecting pieces; dampers are arranged between each layer of connecting pieces of the suspension building and each layer of connecting pieces of the corresponding revetment. The slope-protecting and damping composite structure for the hillside suspension building disclosed by the utility model is in low in cost, and the slope stability can be effectively protected; meanwhile, the aims of resisting shock and damping can be fulfilled for buildings, and the technical problem of high damping cost in the prior art is solved.
Description
Technical field
The utility model relates to a kind of Sloping field in mountain area building and hangs a layer structure, relates in particular to the bank protection damping vibration combination structure that a kind of Sloping field in mountain area hangs layer building.
Background technology
Hanging layer is traditional Slope Architectural to be fallen to the address of the part building under ,Gao Qie slope, abrupt slope or guarantor cut, and it is extensively present among traditional Slope Architectural, particularly in highdensity Mountainous City.The frequent appearance of high strength earthquake in recent years, causes hanging layer building structure destruction and happens occasionally, and the seismic damage ，Ye You slope body of this destruction existing building itself becomes flexible or slippage produces the destruction of building or two kinds of destructions that common cause produces.For the precautions against earthquakes of hanging layer building, be improve the shock resistance of design of building structures and strengthen slope body seismic design intensity at present, obviously this processing method has improved the dual cost of building structure and the protection of slope body.
Utility model content
Technical problem to be solved in the utility model is to provide that a kind of cost is lower, effective protective slope body stability, and the Shockproof damping object Sloping field in mountain area that can reach building simultaneously hangs a bank protection damping vibration combination structure for layer building
In order to solve the problems of the technologies described above, the utility model provides following technical scheme:
Sloping field in mountain area hangs the bank protection damping vibration combination structure of layer building, comprise and hang one storey buildingDan and bank protection, hang one storey buildingDan and bank protection and include multilayer bean column node, it is described that to hang each layer of bean column node height of each layer of bean column node of one storey buildingDan and bank protection corresponding, and each Nodes is equipped with connector, hangs between each layer of connector of one storey buildingDan and corresponding each layer of connector of bank protection damper is installed.
Further, described bank protection is reinforced concrete frame formula bank protection or cemented roof-bolt bank protection.
Further, described connector is built-in fitting or rear anchor expansion bolt.
The principle of the technical solution of the utility model:
On the basis of existing building design, make to hang each layer of bean column node of each layer of bean column node of one storey buildingDan and bank protection highly corresponding, and at each Nodes pre-plugged built-in fitting, when hanging one storey buildingDan and bank protection, reach after design strength, damper is installed hanging between each layer of built-in fitting of one storey buildingDan and corresponding each layer of built-in fitting of bank protection, damper model is selected according to earthquake intensity and distance computation; If hang one storey buildingDan and bank protection has been built, can be after each Nodes anchor expansion bolt, then damper is installed hanging between each layer of expansion bolt of one storey buildingDan and corresponding each layer of expansion bolt of bank protection.
Adopt the utility model to have following technique effect:
1. the existence of damper can effectively absorb the energy of earthquake, also can effectively stop slope body to slide, therefore by building structure cushion technique and the organic combination of slope body safeguard procedures, when effectively protective slope body slides, reach the Shockproof damping object of building, thereby make Sloping field in mountain area hang the design safety economical rationality of layer building.
2. while adopting reinforced concrete frame formula bank protection or cemented roof-bolt bank protection, globality, the rigidity of structure are better, can reach good anti seismic efficiency, and beam or post can be poured into the cross sectional shape of various needs.
3. connector is built-in fitting or rear anchor expansion bolt, can when building, bury underground, also can anchoring after building.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram that the utility model Sloping field in mountain area hangs the bank protection damping vibration combination structure of layer building.
The specific embodiment
As shown in Figure 1, Sloping field in mountain area hangs the bank protection damping vibration combination structure of layer building, comprise and hang one storey buildingDan 2 and bank protection 3, hanging one storey buildingDan 2 build on hillside fields 1, there is viaduct 7 on side, bank protection 3 is cemented roof-bolt formula 5, also can be reinforced concrete frame formula, hang one storey buildingDan 2 and comprise beam 21, post 22 and bean column node 4, bank protection 3 also comprises bean column node 4, hang one storey buildingDan 2 each layer of bean column node 4 highly corresponding with bank protection 3 each layer of bean column node 4, hang one storey buildingDan 2 each bean column node 4 places and bury built-in fitting (not shown) underground, bank protection 3 each bean column node 4 places also bury built-in fitting (not shown) underground, built-in fitting is at construction stage pre-plugged during pouring frame beam, if Vierendeel girder has been built, anchor expansion bolt later, hang between one storey buildingDan 2 each layer of built-in fitting and corresponding bank protection 3 each layer of built-in fitting damper 6 is installed.
Above-described is only preferred embodiment of the present utility model, it should be pointed out that for a person skilled in the art, not departing under the prerequisite of the utility model structure, can also make some distortion and improvement.These also should be considered as protection domain of the present utility model, and these can not affect effect and practical applicability that the utility model is implemented.
Claims (3)
1. Sloping field in mountain area hangs the bank protection damping vibration combination structure of layer building, comprise and hang one storey buildingDan and bank protection, hang one storey buildingDan and bank protection and include multilayer bean column node, it is characterized in that: described in to hang each layer of bean column node height of each layer of bean column node of one storey buildingDan and bank protection corresponding, and each Nodes is equipped with connector, hangs between each layer of connector of one storey buildingDan and corresponding each layer of connector of bank protection damper is installed.
2. Sloping field in mountain area as claimed in claim 1 hangs the bank protection damping vibration combination structure of layer building, it is characterized in that: described bank protection is reinforced concrete frame formula bank protection or cemented roof-bolt bank protection.
3. Sloping field in mountain area as claimed in claim 1 hangs the bank protection damping vibration combination structure of layer building, it is characterized in that: described connector is built-in fitting or rear anchor expansion bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320348461.9U CN203394139U (en) | 2013-06-18 | 2013-06-18 | Slope-protecting and damping composite structure for hillside suspension building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320348461.9U CN203394139U (en) | 2013-06-18 | 2013-06-18 | Slope-protecting and damping composite structure for hillside suspension building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203394139U true CN203394139U (en) | 2014-01-15 |
Family
ID=49905679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320348461.9U Expired - Fee Related CN203394139U (en) | 2013-06-18 | 2013-06-18 | Slope-protecting and damping composite structure for hillside suspension building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203394139U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487801A (en) * | 2018-09-18 | 2019-03-19 | 上海二十冶建设有限公司 | A kind of advanced dynamic slope support method |
| CN110593326A (en) * | 2019-10-11 | 2019-12-20 | 西南交通大学 | Basin hills abrupt slope area high-rise building synthesizes earthquake-resistant structure |
-
2013
- 2013-06-18 CN CN201320348461.9U patent/CN203394139U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487801A (en) * | 2018-09-18 | 2019-03-19 | 上海二十冶建设有限公司 | A kind of advanced dynamic slope support method |
| CN110593326A (en) * | 2019-10-11 | 2019-12-20 | 西南交通大学 | Basin hills abrupt slope area high-rise building synthesizes earthquake-resistant structure |
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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: 20140115 Termination date: 20160618 |