CN104674944A - Novel recoverable functional frame-supporting structure system - Google Patents
Novel recoverable functional frame-supporting structure system Download PDFInfo
- Publication number
- CN104674944A CN104674944A CN201510067859.9A CN201510067859A CN104674944A CN 104674944 A CN104674944 A CN 104674944A CN 201510067859 A CN201510067859 A CN 201510067859A CN 104674944 A CN104674944 A CN 104674944A
- Authority
- CN
- China
- Prior art keywords
- frame
- structure system
- damper
- novel
- column
- 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.)
- Pending
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a novel recoverable functional frame-supporting structure system and belongs to the field of aseismic structure systems. The novel recoverable functional frame-supporting structure system mainly comprises a frame column, a frame beam, a reverse V shaped support, a replaceable energy dissipation member, a platform beam, a self-reset energy dissipation angle brace, a high-strength prestressed cable and a damper, wherein the platform beam is arranged on the upper end of the reverse V shaped support, a beam column node is arranged on the lower end of the reverse V shaped support, the replaceable energy dissipation member is arranged between the frame beam and the platform beam, the self-reset energy dissipation angle brace is arranged at the corner position of the top of each layer of frame, the frame column and a foundation are disconnected, the upper end of the high-strength prestressed cable is anchored on the frame column, the lower end of the high-strength prestressed cable is anchored on the foundation, and the damper is arranged between the frame column and the foundation. The novel recoverable functional frame-supporting structure system has the advantages of clear concept and convenience for construction, safety of main structural members is effectively protected during strong shock, and meanwhile, the novel recoverable functional frame-supporting structure system is beneficial for repairing and replacing of the damaged members after earthquake and can be widely applied to the important building structure in a high-intensity earthquake area.
Description
Technical field
The present invention relates to Aseismic Structure System field, 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 invention provides 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 solution adopted in the present invention 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 present invention 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 present invention 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 present invention, repair or change after being conducive to macroseism to replaceable dissipative member and damper.
(3) after shake, permanent set is little.The present invention 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 present invention 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 is the structural representation of the embodiment of the present invention.
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 present invention is further detailed explanation.
As shown in drawings, the present invention 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 present invention 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.Clear concept of the present invention, 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 |
|---|---|---|---|
| CN201510067859.9A CN104674944A (en) | 2015-02-09 | 2015-02-09 | Novel recoverable functional frame-supporting structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510067859.9A CN104674944A (en) | 2015-02-09 | 2015-02-09 | Novel recoverable functional frame-supporting structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104674944A true CN104674944A (en) | 2015-06-03 |
Family
ID=53310489
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510067859.9A Pending CN104674944A (en) | 2015-02-09 | 2015-02-09 | Novel recoverable functional frame-supporting structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104674944A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643347A (en) * | 2018-04-27 | 2018-10-12 | 长江大学 | Steel reinforced concrete frame-reinforced concrete wall panel Mixed Architecture |
| CN109057090A (en) * | 2018-08-19 | 2018-12-21 | 河南省城乡规划设计研究总院有限公司 | A kind of reinforced concrete sway shear wall with Self-resetting and energy consumption function |
| CN110836032A (en) * | 2019-11-25 | 2020-02-25 | 海南大学 | Swinging self-resetting damper and combined supporting type installation method thereof |
| CN112922210A (en) * | 2021-01-27 | 2021-06-08 | 江苏海洋大学 | Connecting device for self-resetting anti-side frame and floor slab |
| CN115095185A (en) * | 2022-07-27 | 2022-09-23 | 山东大学 | Frame structure with anti-seismic reinforcing device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2514052Y (en) * | 2001-12-03 | 2002-10-02 | 同济大学 | Combined vibration-proof energy dissipation support |
| CN202007535U (en) * | 2010-11-30 | 2011-10-12 | 上海维固工程实业有限公司 | Supporting reinforcing structure |
| CN102304892A (en) * | 2011-07-29 | 2012-01-04 | 清华大学 | External energy-consumption self-resetting bridge pier stud structure system and realization method thereof |
| CN102409757A (en) * | 2011-08-10 | 2012-04-11 | 沈阳建筑大学 | Anti-seismic structure of energy-consumption angle brace |
| JP2013032696A (en) * | 2012-09-20 | 2013-02-14 | Asahi Kasei Homes Co | Reinforcement structure of rigid frame structure |
| CN204491831U (en) * | 2015-02-09 | 2015-07-22 | 海南大学 | Novel can restore funcitons frame-brace structure system |
-
2015
- 2015-02-09 CN CN201510067859.9A patent/CN104674944A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2514052Y (en) * | 2001-12-03 | 2002-10-02 | 同济大学 | Combined vibration-proof energy dissipation support |
| CN202007535U (en) * | 2010-11-30 | 2011-10-12 | 上海维固工程实业有限公司 | Supporting reinforcing structure |
| CN102304892A (en) * | 2011-07-29 | 2012-01-04 | 清华大学 | External energy-consumption self-resetting bridge pier stud structure system and realization method thereof |
| CN102409757A (en) * | 2011-08-10 | 2012-04-11 | 沈阳建筑大学 | Anti-seismic structure of energy-consumption angle brace |
| JP2013032696A (en) * | 2012-09-20 | 2013-02-14 | Asahi Kasei Homes Co | Reinforcement structure of rigid frame structure |
| CN204491831U (en) * | 2015-02-09 | 2015-07-22 | 海南大学 | Novel can restore funcitons frame-brace structure system |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643347A (en) * | 2018-04-27 | 2018-10-12 | 长江大学 | Steel reinforced concrete frame-reinforced concrete wall panel Mixed Architecture |
| CN108643347B (en) * | 2018-04-27 | 2020-11-24 | 长江大学 | Steel reinforced concrete frame-reinforced concrete wallboard mixed structure system |
| CN109057090A (en) * | 2018-08-19 | 2018-12-21 | 河南省城乡规划设计研究总院有限公司 | A kind of reinforced concrete sway shear wall with Self-resetting and energy consumption function |
| CN109057090B (en) * | 2018-08-19 | 2023-11-03 | 郑州大学 | Reinforced concrete swinging shear wall with self-resetting and energy consumption functions |
| CN110836032A (en) * | 2019-11-25 | 2020-02-25 | 海南大学 | Swinging self-resetting damper and combined supporting type installation method thereof |
| CN112922210A (en) * | 2021-01-27 | 2021-06-08 | 江苏海洋大学 | Connecting device for self-resetting anti-side frame and floor slab |
| CN112922210B (en) * | 2021-01-27 | 2022-01-25 | 江苏海洋大学 | Connecting device for self-resetting anti-side frame and floor slab |
| CN115095185A (en) * | 2022-07-27 | 2022-09-23 | 山东大学 | Frame structure with anti-seismic reinforcing device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104612243A (en) | Frame-support structure system with function capable of being restored | |
| CN104652600A (en) | Recoverable function framework structure system | |
| CN104674941A (en) | Tubular structure system capable of restoring functions | |
| CN103696498B (en) | Easily steel hetermorphiscal column-center support is repaired after a kind of shake | |
| CN204491830U (en) | Can restore funcitons frame-brace structure system | |
| CN104674944A (en) | Novel recoverable functional frame-supporting structure system | |
| CN203626080U (en) | Self-resetting shear wall with replaceable coupling beam | |
| CN103669636A (en) | Self-reset shear walls with replaceable coupling beams | |
| CN204491831U (en) | Novel can restore funcitons frame-brace structure system | |
| CN205046755U (en) | Harm controllable shake and decrease steel column that to repair | |
| CN104005338A (en) | Three-directional temporary tower and girder consolidation structure of large-span cable-stayed bridge | |
| CN104652599A (en) | Recoverable function novel structure system | |
| CN204491828U (en) | Can restore funcitons frame structure system | |
| CN105672523A (en) | Assembling type high-bearing buckling-resisting support | |
| CN202247713U (en) | Combined protective shed frame | |
| CN204491825U (en) | Can restore funcitons Aseismic Structure System | |
| CN105178509A (en) | Damage controllable and seismic damage repairable steel column | |
| CN203700948U (en) | Section high pier bridge seismic isolation and reduction structure with double-layer pull cable supports | |
| CN203866711U (en) | Large span cable-stayed bridge tower beam three-way temporary consolidation structure | |
| CN204876196U (en) | Prefabricated assembled is from restoring to throne shear wall structure | |
| CN103790259B (en) | Self-resetting concrete frame-central support structure system after a kind of shake | |
| CN103334373B (en) | A kind of ribbed arch bridge Horizontal Seismic new structural system containing buckling restrained brace | |
| CN105297616A (en) | Box type steel pier capable of being repaired quickly in situ during earthquake damage | |
| CN201972270U (en) | Energy-consuming shear wall | |
| CN204491826U (en) | Can restore funcitons tube structure system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150603 |