CN204491831U - Novel can restore funcitons frame-brace structure system - Google Patents
Novel can restore funcitons frame-brace structure system Download PDFInfo
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- CN204491831U CN204491831U CN201520091310.9U CN201520091310U CN204491831U CN 204491831 U CN204491831 U CN 204491831U CN 201520091310 U CN201520091310 U CN 201520091310U CN 204491831 U CN204491831 U CN 204491831U
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Abstract
The utility model be a kind of novel can restore funcitons frame-brace structure system, belong to Aseismic Structure System field.It is primarily of frame column, Vierendeel girder, inverted V-shaped support, replaceable dissipative member, landing beam, Self-resetting energy-consumption angle brace, high-strength prestressed drag-line and damper composition, the upper end mounting platform beam that inverted V-shaped supports, lower end is arranged on bean column node, replaceable dissipative member is arranged between Vierendeel girder and landing beam, Self-resetting energy-consumption angle brace is arranged on the corner positions of every layer of frame roof, frame column is separated with basis, the upper end of high-strength prestressed drag-line is anchored at 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 primary structural member, 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 is novel can restore funcitons frame-brace structure system.
Background technology
Frame-brace structure is a kind of effective Lateral Resistant System, not only has larger lateral rigidity and bearing capacity, and has multiple seismic-proof.But traditional frame-brace structure often produces larger permanent set when macroseism, 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 novel frame-Bracing Systems of fast its normal usage function of quick-recovery.
Summary of the invention
In order to overcome after macroseism that at present existing frame-brace structure exists permanent set more greatly and the weak point of not easily repairing, the utility model provide a kind of can the novel of fast its normal usage function of quick-recovery can restore funcitons frame-brace structure system after macroseism.
The technical scheme that the utility model adopts be a kind of novel can restore funcitons frame-brace structure system, it is primarily of frame column, Vierendeel girder, inverted V-shaped supports, replaceable dissipative member, landing beam, Self-resetting energy-consumption angle brace, high-strength prestressed drag-line and damper composition, the upper end mounting platform beam that described inverted V-shaped supports, lower end is arranged on bean column node, replaceable dissipative member is arranged between Vierendeel girder and landing beam, described Self-resetting energy-consumption angle brace is arranged on the corner positions of every layer of frame roof, described frame column is separated with basis, the upper end of high-strength prestressed drag-line is anchored at frame column, anchoring lower ends is on basis, between described frame column and basis, damper is set.
Described replaceable dissipative member is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
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.
It is bracing members or buckling-restrained energy-dissipation that described inverted V-shaped supports.
Described damper is steel damper or Effects of Viscous Fluid Damper or frcition damper or anti-buckling energy-consumption parts or viscoelastic damper.
Described novelly can the composition component of restore funcitons frame-brace 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-brace structure can effectively be alleviated.Compare current existing superstructure and the frame-brace structure that is completely fixed of basis, the utility model waves the destruction that effectively can alleviate framework and support by controlled when macroseism of structure.
(2) repair after being conducive to the shake of frame-brace structure or change.Power consumption and damage are mainly concentrated on replaceable dissipative member and damper by the utility model, repair or change after being conducive to macroseism to replaceable dissipative member and damper.
(3) after shake, permanent set is little.The utility model can provide self-resetting capability to structure by arranging high-strength prestressed drag-line in the structure, effectively reduces permanent set after the shake of frame-brace structure.
The utility model can be used in the Important building structure of high intensity Zone, effectively can not only alleviate the destruction of frame-brace structure main bearing member, 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 Fig. 1 is the structural representation of the utility model embodiment.
In accompanying drawing, numerology is as follows:
1-frame column; 2-Vierendeel girder; 3-inverted V-shaped supports; The replaceable dissipative member of 4-; 5-landing beam; 6-Self-resetting energy-consumption angle brace; The high-strength prestressed drag-line of 7-; 8-damper; 9-basis.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in accompanying drawing Fig. 1, the utility model be a kind of novel can restore funcitons frame-brace structure system, it is primarily of frame column 1, Vierendeel girder 2, inverted V-shaped supports 3, replaceable dissipative member 4, landing beam 5, Self-resetting energy-consumption angle brace 6, high-strength prestressed drag-line 7 and damper 8 form, described inverted V-shaped supports the upper end mounting platform beam 5 of 3, lower end is arranged on bean column node, replaceable dissipative member 4 is arranged between Vierendeel girder 2 and landing beam 5, described Self-resetting energy-consumption angle brace 6 is arranged on the corner positions of every layer of frame roof, described frame column 1 is separated with basis 9, the upper end of high-strength prestressed drag-line 7 is anchored at frame column 1, anchoring lower ends is on basis 9, between described frame column 1 and basis 9, damper 8 is set.
Described replaceable dissipative member 4 is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
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 6 take marmem as the buckling-restrained energy-dissipation of inner core.
It is bracing members or buckling-restrained energy-dissipation that described inverted V-shaped supports 3.
Described damper 8 is steel damper or Effects of Viscous Fluid Damper or frcition damper or anti-buckling energy-consumption parts or viscoelastic damper.
Described novelly can the composition component of restore funcitons frame-brace 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-brace structure, 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 (7)
1. one kind novel can restore funcitons frame-brace structure system, it is characterized in that: it is primarily of frame column, Vierendeel girder, inverted V-shaped supports, replaceable dissipative member, landing beam, Self-resetting energy-consumption angle brace, high-strength prestressed drag-line and damper composition, the upper end mounting platform beam that described inverted V-shaped supports, lower end is arranged on bean column node, replaceable dissipative member is arranged between Vierendeel girder and landing beam, described Self-resetting energy-consumption angle brace is arranged on the corner positions of every layer of frame roof, described frame column is separated with basis, the upper end of high-strength prestressed drag-line is anchored at frame column, anchoring lower ends is on basis, between described frame column and basis, damper is set.
2. according to claim 1 novel can restore funcitons frame-brace structure system, it is characterized in that: described replaceable dissipative member is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
3. according to claim 1 novel can restore funcitons frame-brace structure system, it is characterized in that: described frame column is reinforced concrete post or steel core concrete column or steel column.
4. according to claim 1 novel can restore funcitons frame-brace structure system, it is characterized in that: described Vierendeel girder is reinforced concrete beam or steel tube concrete beam or girder steel.
5. according to claim 1 novel can restore funcitons frame-brace 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.
6. according to claim 1 novel can restore funcitons frame-brace structure system, it is characterized in that: it is bracing members or buckling-restrained energy-dissipation that described inverted V-shaped supports.
7. according to claim 1 novel can restore funcitons frame-brace 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 |
|---|---|---|---|
| CN201520091310.9U CN204491831U (en) | 2015-02-09 | 2015-02-09 | Novel can restore funcitons frame-brace structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520091310.9U CN204491831U (en) | 2015-02-09 | 2015-02-09 | Novel can restore funcitons frame-brace structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491831U true CN204491831U (en) | 2015-07-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520091310.9U Expired - Fee Related CN204491831U (en) | 2015-02-09 | 2015-02-09 | Novel can restore funcitons frame-brace structure system |
Country Status (1)
| Country | Link |
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| CN (1) | CN204491831U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674944A (en) * | 2015-02-09 | 2015-06-03 | 海南大学 | Novel recoverable functional frame-supporting structure system |
| CN106382041A (en) * | 2016-11-09 | 2017-02-08 | 苏州科技大学 | Assembling type swing self-resetting steel support structure system |
| CN108625651A (en) * | 2018-05-15 | 2018-10-09 | 钟利芬 | A kind of earthquake-proof frame of skyscraper |
| CN110685484A (en) * | 2019-09-05 | 2020-01-14 | 同济大学 | Viscoelastic self-resetting support |
-
2015
- 2015-02-09 CN CN201520091310.9U patent/CN204491831U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674944A (en) * | 2015-02-09 | 2015-06-03 | 海南大学 | Novel recoverable functional frame-supporting structure system |
| CN106382041A (en) * | 2016-11-09 | 2017-02-08 | 苏州科技大学 | Assembling type swing self-resetting steel support structure system |
| CN108625651A (en) * | 2018-05-15 | 2018-10-09 | 钟利芬 | A kind of earthquake-proof frame of skyscraper |
| CN110685484A (en) * | 2019-09-05 | 2020-01-14 | 同济大学 | Viscoelastic self-resetting support |
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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: 20150722 Termination date: 20160209 |