CN202810227U - Anti-seismic shock-absorbing flectional building reinforced structure - Google Patents
Anti-seismic shock-absorbing flectional building reinforced structure Download PDFInfo
- Publication number
- CN202810227U CN202810227U CN 201220525167 CN201220525167U CN202810227U CN 202810227 U CN202810227 U CN 202810227U CN 201220525167 CN201220525167 CN 201220525167 CN 201220525167 U CN201220525167 U CN 201220525167U CN 202810227 U CN202810227 U CN 202810227U
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- Prior art keywords
- building
- flectional
- absorbing
- flexing
- reinforced 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.)
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Abstract
Provided is an anti-seismic shock-absorbing flectional building reinforced structure. As testified by a large number of experiments and reports, a supporting device or a plurality of supporting devices is/are additionally arranged in a building structure, the supporting devices are flectional, easy to install and use, so that the anti-seismic shock-absorbing flectional building reinforced structure is obtained. The anti-seismic shock-absorbing flectional building reinforced structure improves the quakeproof and anti-seismic capacity, has the shock-absorbing characteristic, and widens the use range in the actual application process.
Description
Technical field
The utility model relates to a kind of building reinforce structure of energy dissipation flexing, and the building reinforce structure of this energy dissipation flexing has effectively been reinforced the structure of building, has strengthened structural seismic capacity.
Background technology
Nowadays the use of reinforcing construction structure technology is very desirable and valuable at commercial and building field.Nowadays the quakeproof and quake-resistant technology has received more and more people's concern, and the quakeproof and quake-resistant technology has been subject to market and consumption person's consistent welcome and has popularized and use simultaneously.The building reinforce structure of energy dissipation flexing of the present utility model, the structure of building has effectively been reinforced in the dispersion of not only carrying out power by reinforcing and self flexing are installed, reach simultaneously and had a shock resistance, this some be very desirable, valuable in the practice process of commercial, building field, and this technology is to be difficult to reach.
Summary of the invention
For control and the utilization that overcomes the shockproof reinforcing of building in the prior art, the utility model provides a kind of building reinforce structure of energy dissipation flexing, the building reinforce structure of this energy dissipation flexing is carried out the dispersion of power by installation reinforcing and self flexing, effectively reinforced the structure of building, reach simultaneously and had a shock resistance, can better be used and promote at commerce and building field by its characteristic.
The technical scheme that its technical problem that solves the utility model adopts is: draw by by install one or more fastenings additional in building structure by great many of experiments and report, but its equipment self flexing and be easy to install and use, effectively carry out the dispersion of power, effectively reinforce the structure of building, obtained the utility model thereby reach simultaneously and had shock resistance.Verify at last the particularity of the building reinforce structure technology of this energy dissipation flexing by large quantity research and laboratory report, greatly improved the ability of this technology quakeproof and quake-resistant, make it have the characteristic of flexing damping.Therefore; the building reinforce structure of this energy dissipation flexing has improved the ability of this technology quakeproof and quake-resistant; make its characteristic with flexing damping in the practice process, enlarge the scope of application; effectively protected people's property safety; effectively carry out the work of damping quakeproof and quake-resistant, can use technique to bring more income and protection in more areas.
The beneficial effects of the utility model are that in the practice process, the building reinforce structure of a kind of energy dissipation flexing of the present invention has improved the ability of this technology quakeproof and quake-resistant, makes it have the characteristic of flexing damping.Therefore; the building reinforce structure of energy dissipation flexing of the present invention; can be used for having the field of specific (special) requirements more can relate to the construction work use in the multiple area of earthquake to reinforcing shake-proof technology, effectively protect people's property safety, effectively carry out the work of damping quakeproof and quake-resistant.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further specified.
1 is the utility model that this manual relates among the figure: a kind of building reinforce structure of energy dissipation flexing.
The 2nd, fastening.
The specific embodiment
The utility model in concrete practicality: in a kind of building reinforce configuration process of energy dissipation flexing, as shown in the figure,
Will be by by in building structure, installing one or more 2(fastenings additional), but its equipment self flexing and be easy to install and use is effectively carried out the dispersion of power, has effectively reinforced the structure of building, reaches simultaneously and has had a shock resistance.
Claims (1)
1. the building reinforce structure of an energy dissipation flexing is characterized in that: in building structure, install one or more fastenings additional, but its equipment self flexing and be easy to install and use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220525167 CN202810227U (en) | 2012-10-15 | 2012-10-15 | Anti-seismic shock-absorbing flectional building reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220525167 CN202810227U (en) | 2012-10-15 | 2012-10-15 | Anti-seismic shock-absorbing flectional building reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202810227U true CN202810227U (en) | 2013-03-20 |
Family
ID=47869133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220525167 Expired - Fee Related CN202810227U (en) | 2012-10-15 | 2012-10-15 | Anti-seismic shock-absorbing flectional building reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202810227U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938887A (en) * | 2014-03-25 | 2014-07-23 | 上海市建筑科学研究院(集团)有限公司 | Method for fastening mortise and tenon joint wood frame by using steel support |
-
2012
- 2012-10-15 CN CN 201220525167 patent/CN202810227U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938887A (en) * | 2014-03-25 | 2014-07-23 | 上海市建筑科学研究院(集团)有限公司 | Method for fastening mortise and tenon joint wood frame by using steel support |
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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: PAN YIPENG CHEN XIANGJIE Effective date: 20140122 Owner name: WENZHOU ZHONGGONG CONSTRUCTION ENGINEERING CO., LT Free format text: FORMER OWNER: CAI LANHUA Effective date: 20140122 Free format text: FORMER OWNER: PAN YIPENG CHEN XIANGJIE Effective date: 20140122 Owner name: CAI LANHUA Free format text: FORMER OWNER: SONG POLING Effective date: 20140122 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 222100 LIANYUNGANG, JIANGSU PROVINCE TO: 325200 WENZHOU, ZHEJIANG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140122 Address after: 301, room 2, unit 1, 1091 Anyang Road, Dongshan street, Ruian, Zhejiang, 325200 Patentee after: Wenzhou China Construction Engineering Co.,Ltd. Address before: 325200, No. 316, Cai Cai Dong Road, Ruian street, Zhejiang Patentee before: Cai Lanhua Patentee before: Pan Yipeng Patentee before: Chen Xiangjie Effective date of registration: 20140122 Address after: 325200, No. 316, Cai Cai Dong Road, Ruian street, Zhejiang Patentee after: Cai Lanhua Patentee after: Pan Yipeng Patentee after: Chen Xiangjie Address before: 222100, No. eight, 351 lions community, Qingkou Town, Ganyu County, Lianyungang, Jiangsu Patentee before: Song Poling |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130320 Termination date: 20151015 |
|
| EXPY | Termination of patent right or utility model |