CN204491828U - Can restore funcitons frame structure system - Google Patents
Can restore funcitons frame structure system Download PDFInfo
- Publication number
- CN204491828U CN204491828U CN201520115280.0U CN201520115280U CN204491828U CN 204491828 U CN204491828 U CN 204491828U CN 201520115280 U CN201520115280 U CN 201520115280U CN 204491828 U CN204491828 U CN 204491828U
- Authority
- CN
- China
- Prior art keywords
- damper
- column
- structure system
- frame
- basis
- Prior art date
- 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
Links
Abstract
The utility model is that one can restore funcitons frame structure system, belongs to Aseismic Structure System field.It forms primarily of frame column, Vierendeel girder, Self-resetting energy-consumption angle brace, high-strength prestressed drag-line and damper, Self-resetting energy-consumption angle brace is arranged on the corner positions of every layer of framework, frame column is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of frame column, anchoring lower ends, on basis, arranges damper between frame column and basis.The utility model clear concept, easy construction, can when macroseism the safety of available protecting beam and column, after being conducive to shake, impaired component reparation is changed simultaneously, can be widely used in the Important building structure of high intensity Zone.
Description
Technical field
The utility model relates to Aseismic Structure System field, and particularly one can restore funcitons frame structure system.
Background technology
Frame construction is widely used Lateral Resistant System in a kind of multistory building, but both at home and abroad repeatedly earthquake show, traditional frame construction beam and column when macroseism often produces larger damage, the more difficult reparation of structure or cost dearly.
Therefore, develop and a kind ofly after macroseism, can just seem both urgent and meaningful especially by the frame structure system of fast its normal usage function of quick-recovery.
Summary of the invention
Damage more greatly and the weak point of not easily repairing after overcoming macroseism that at present existing frame construction exists, the utility model provide a kind of can after macroseism fast its normal usage function of quick-recovery can restore funcitons frame structure system.
The technical scheme that the utility model adopts is that one can restore funcitons frame structure system, it forms primarily of frame column, Vierendeel girder, Self-resetting energy-consumption angle brace, high-strength prestressed drag-line and damper, Self-resetting energy-consumption angle brace is arranged on the corner positions of every layer of framework, frame column is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of frame column, anchoring lower ends, on basis, arranges damper between frame column and basis.
Described frame column is reinforced concrete post or steel core concrete column or steel column.
Described Vierendeel girder is reinforced concrete beam or steel tube concrete beam or girder steel.
Described Self-resetting energy-consumption angle brace take marmem as the buckling-restrained energy-dissipation of inner core.
Described damper is steel damper or Effects of Viscous Fluid Damper or frcition damper or anti-buckling energy-consumption parts or viscoelastic damper.
Described can the composition component of restore funcitons frame structure system can be prefabricated in the factory, transport to on-the-spot after install.
The utility model has following remarkable advantage:
(1) destruction of frame construction can effectively be alleviated.Compare current existing superstructure and the frame construction that is completely fixed of basis, the utility model waves the destruction that effectively can alleviate superstructure by structure when macroseism.
(2) repair after being conducive to the shake of frame construction or change.Power consumption is mainly concentrated on Self-resetting energy-consumption angle brace and damper by the utility model, repairs or change after being conducive to macroseism to damaged component.
(3) after shake, permanent set is little.The utility model, by arranging high-strength prestressed drag-line in the structure and Self-resetting energy-consumption angle brace can provide self-resetting capability to structure, effectively reduces permanent set after the shake of frame construction.
The utility model can be used in the Important building structure of high intensity Zone, effectively can not only alleviate the destruction of beam and column in frame construction, and have good self-resetting capability, after shake, permanent set is little, easy construction, cost is reasonable, has a good application prospect.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of the utility model embodiment.
In accompanying drawing 1, numerology is as follows:
1-frame column; 2-Vierendeel girder; 3-Self-resetting energy-consumption angle brace; The high-strength prestressed drag-line of 4-; 5-damper; 6-basis.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in Figure 1, the utility model is that one can restore funcitons frame structure system, it forms primarily of frame column 1, Vierendeel girder 2, Self-resetting energy-consumption angle brace 3, high-strength prestressed drag-line 4 and damper 5, Self-resetting energy-consumption angle brace 3 is arranged on the corner positions of every layer of framework, frame column 1 is separated with basis 6, the upper end of high-strength prestressed drag-line 4 is anchored at the top of frame column 1, and anchoring lower ends, on basis 6, arranges damper 5 between frame column 1 and basis 6.
Described frame column 1 is reinforced concrete post or steel core concrete column or steel column.
Described Vierendeel girder 2 is reinforced concrete beam or steel tube concrete beam or girder steel.
Described Self-resetting energy-consumption angle brace 3 take marmem as the buckling-restrained energy-dissipation of inner core.
Described damper 5 is steel damper or Effects of Viscous Fluid Damper or frcition damper or anti-buckling energy-consumption parts or viscoelastic damper.
Described can the composition component of restore funcitons frame structure system can be prefabricated in the factory, transport to on-the-spot after install.
The utility model effectively can not only alleviate the destruction of frame construction, and has good self-resetting capability, and after shake, permanent set is little, is convenient to repair change.The utility model clear concept, easy construction, cost is reasonable, will be widely used in the Important building structure of high intensity Zone.
Claims (5)
1. one kind can restore funcitons frame structure system, it is characterized in that: it forms primarily of frame column, Vierendeel girder, Self-resetting energy-consumption angle brace, high-strength prestressed drag-line and damper, described Self-resetting energy-consumption angle brace is arranged on the corner positions of every layer of framework, described frame column is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of frame column, anchoring lower ends, on basis, arranges damper between described frame column and basis.
2. according to claim 1 can restore funcitons frame structure system, it is characterized in that: described frame column is reinforced concrete post or steel core concrete column or steel column.
3. according to claim 1 can restore funcitons frame structure system, it is characterized in that: described Vierendeel girder is reinforced concrete beam or steel tube concrete beam or girder steel.
4. according to claim 1 can restore funcitons frame structure system, it is characterized in that: described Self-resetting energy-consumption angle brace take marmem as the buckling-restrained energy-dissipation of inner core.
5. according to claim 1 can restore funcitons frame structure system, it is characterized in that: described damper is steel damper or Effects of Viscous Fluid Damper or frcition damper or anti-buckling energy-consumption parts or viscoelastic damper.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520115280.0U CN204491828U (en) | 2015-02-25 | 2015-02-25 | Can restore funcitons frame structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520115280.0U CN204491828U (en) | 2015-02-25 | 2015-02-25 | Can restore funcitons frame structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491828U true CN204491828U (en) | 2015-07-22 |
Family
ID=53571135
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520115280.0U Expired - Fee Related CN204491828U (en) | 2015-02-25 | 2015-02-25 | Can restore funcitons frame structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491828U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652600A (en) * | 2015-02-25 | 2015-05-27 | 海南大学 | Recoverable function framework structure system |
| CN106401018A (en) * | 2016-11-09 | 2017-02-15 | 苏州科技大学 | Assembled self-reset swing steel plate wall structure system |
| CN107806184A (en) * | 2017-09-15 | 2018-03-16 | 同济大学 | Novel controlled frame structure system with Self-resetting energy dissipation brace |
-
2015
- 2015-02-25 CN CN201520115280.0U patent/CN204491828U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652600A (en) * | 2015-02-25 | 2015-05-27 | 海南大学 | Recoverable function framework structure system |
| CN106401018A (en) * | 2016-11-09 | 2017-02-15 | 苏州科技大学 | Assembled self-reset swing steel plate wall structure system |
| CN107806184A (en) * | 2017-09-15 | 2018-03-16 | 同济大学 | Novel controlled frame structure system with Self-resetting energy dissipation brace |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104652600A (en) | Recoverable function framework structure system | |
| CN104612243A (en) | Frame-support structure system with function capable of being restored | |
| CN203626080U (en) | Self-resetting shear wall with replaceable coupling beam | |
| CN204491830U (en) | Can restore funcitons frame-brace structure system | |
| CN103669636A (en) | Self-reset shear walls with replaceable coupling beams | |
| CN104674941A (en) | Tubular structure system capable of restoring functions | |
| CN202273319U (en) | Connection node device for concrete-filled steel tube column and reinforced concrete beam | |
| CN204252285U (en) | Assembling energy-dissipating type bean column node | |
| CN204491831U (en) | Novel can restore funcitons frame-brace structure system | |
| CN204491828U (en) | Can restore funcitons frame structure system | |
| CN204491825U (en) | Can restore funcitons Aseismic Structure System | |
| CN104674944A (en) | Novel recoverable functional frame-supporting structure system | |
| CN204491826U (en) | Can restore funcitons tube structure system | |
| CN203741690U (en) | Pedestrian overcrossing assembling type steel truss girder | |
| CN104652599A (en) | Recoverable function novel structure system | |
| CN202954437U (en) | Reinforced steel concrete beam column | |
| CN204826283U (en) | Honeycomb formula space reinforcing bar arrangement form concrete antiknock wallboard | |
| CN204491827U (en) | Can restore funcitons new structural systen | |
| CN202467170U (en) | Aluminum alloy rising template system | |
| CN203403515U (en) | Cross-shaped steel column structure | |
| CN104674938A (en) | Aseismic structure system capable of restoring functions | |
| CN208235587U (en) | A kind of large-span deep foundation pit underground power house rack assembling construction platform | |
| CN202787495U (en) | Anti-collapsing portal rigid frame | |
| CN206438424U (en) | A kind of bridge strengthening device with shock insulation function | |
| CN206337646U (en) | A kind of high-performance framework damper frame barrel structure system |
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: 20150722 Termination date: 20160225 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |