CN204491825U - Can restore funcitons Aseismic Structure System - Google Patents
Can restore funcitons Aseismic Structure System Download PDFInfo
- Publication number
- CN204491825U CN204491825U CN201520091932.1U CN201520091932U CN204491825U CN 204491825 U CN204491825 U CN 204491825U CN 201520091932 U CN201520091932 U CN 201520091932U CN 204491825 U CN204491825 U CN 204491825U
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- post
- basis
- bottom girder
- structure system
- restore funcitons
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Abstract
The utility model is that one can restore funcitons Aseismic Structure System, belongs to Aseismic Structure System field.It is primarily of post, building roof beam, bottom girder, building block, high-strength prestressed drag-line and replaceable dissipative member composition, concrete block masonry is in the grid that post, building roof beam and bottom girder form, post is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of post, anchoring lower ends is on basis, keep at a certain distance away between bottom girder and basis, replaceable dissipative member upper end is arranged on bottom girder, and lower end is arranged on basis.The utility model clear concept, easy construction, can when macroseism the safety of available protecting primary structural member, be conducive to changing impaired replaceable dissipative member reparation after shaking 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 Aseismic Structure System.
Background technology
Along with the progress of anti-seismic technology and the lifting of Levels of Social Economic Development, seismic design should progressively by design to resist progressive collapse to can restore funcitons design change.Can restore funcitons structure be the study hotspot of current seismic resistance field, be also the important development direction of following antidetonation.Traditional earthquake resistant structure emphasizes the ductility of structure, collapses, often cause larger damage to structure though good ductility and enough bearing capacities can avoid structure to produce when macroseism, more difficult reparation or cost dearly after shake.
Therefore, develop a kind of can after macroseism fast its normal usage function of quick-recovery restore funcitons Aseismic Structure System can just seem both urgent and meaningful especially.
Summary of the invention
In order to overcome after macroseism that current existing traditional anti-seismic structure exists permanent set more greatly and the weak point of not easily repairing, the utility model provide a kind of can after macroseism fast its normal usage function of quick-recovery can restore funcitons Aseismic Structure System.
The technical scheme that the utility model adopts is that one can restore funcitons Aseismic Structure System, it is primarily of post, building roof beam, bottom girder, building block, high-strength prestressed drag-line and replaceable dissipative member composition, described concrete block masonry is in the grid that post, building roof beam and bottom girder form, described post is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of post, anchoring lower ends is on basis, keep at a certain distance away between described bottom girder and basis, described replaceable dissipative member upper end is arranged on bottom girder, and lower end is arranged on basis.
Described post is reinforced concrete post or steel core concrete column or steel column.
Described building roof beam is reinforced concrete beam or steel tube concrete beam or girder steel.
Described bottom girder is reinforced concrete beam or steel tube concrete beam or girder steel.
Described replaceable dissipative member is metal energy-consuming parts or viscous fluid damping energy dissipation parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
Described can the composition component of restore funcitons Aseismic 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 superstructure can effectively be alleviated.Compare the traditional anti-seismic structure that current existing superstructure is completely fixed with basis, the utility model effectively can alleviate superstructure destruction by controlled the waving when macroseism.
(2) repair after being conducive to the shake of structure or change.The utility model mainly will consume energy and damage concentration at replaceable dissipative member, after being conducive to macroseism, replaceable dissipative member is repaired or is changed.
(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 structure.
The utility model can be used in the Important building structure of high intensity Zone, effectively can not only alleviate the destruction of 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 utility model embodiment.
In accompanying drawing, numerology is as follows:
1-post; 2-building roof beam; 3-bottom girder; 4-building block; The high-strength prestressed drag-line of 5-; The replaceable dissipative member of 6-; 7-basis.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in drawings, the utility model is that one can restore funcitons Aseismic Structure System, it is primarily of post 1, building roof beam 2, bottom girder 3, building block 4, high-strength prestressed drag-line 5 and replaceable dissipative member 6 form, described building block 4 is built by laying bricks or stones at post 1, in the grid that building roof beam 2 and bottom girder 3 form, described post 1 is separated with basis 7, the upper end of high-strength prestressed drag-line 5 is anchored at the top of post 1, anchoring lower ends is on basis 7, keep at a certain distance away between described bottom girder 3 and basis 7, described replaceable dissipative member 6 upper end is arranged on bottom girder 3, lower end is arranged on basis 7.
Described post 1 is reinforced concrete post or steel core concrete column or steel column.
Described building roof beam 2 is reinforced concrete beam or steel tube concrete beam or girder steel.
Described bottom girder 3 is reinforced concrete beam or steel tube concrete beam or girder steel.
Described replaceable dissipative member 6 is metal energy-consuming parts or viscous fluid damping energy dissipation parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
Described can the composition component of restore funcitons Aseismic 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 structure main bearing member, 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 Aseismic Structure System, it is characterized in that: it is primarily of post, building roof beam, bottom girder, building block, high-strength prestressed drag-line and replaceable dissipative member composition, described concrete block masonry is in the grid that post, building roof beam and bottom girder form, described post is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of post, anchoring lower ends is on basis, keep at a certain distance away between described bottom girder and basis, described replaceable dissipative member upper end is arranged on bottom girder, and lower end is arranged on basis.
2. according to claim 1 can restore funcitons Aseismic Structure System, it is characterized in that: described post is reinforced concrete post or steel core concrete column or steel column.
3. according to claim 1 can restore funcitons Aseismic Structure System, it is characterized in that: described building roof beam is reinforced concrete beam or steel tube concrete beam or girder steel.
4. according to claim 1 can restore funcitons Aseismic Structure System, it is characterized in that: described bottom girder is reinforced concrete beam or steel tube concrete beam or girder steel.
5. according to claim 1 can restore funcitons Aseismic Structure System, it is characterized in that: described replaceable dissipative member is metal energy-consuming parts or viscous fluid damping energy dissipation parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520091932.1U CN204491825U (en) | 2015-02-10 | 2015-02-10 | Can restore funcitons Aseismic Structure System |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520091932.1U CN204491825U (en) | 2015-02-10 | 2015-02-10 | Can restore funcitons Aseismic Structure System |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491825U true CN204491825U (en) | 2015-07-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520091932.1U Expired - Fee Related CN204491825U (en) | 2015-02-10 | 2015-02-10 | Can restore funcitons Aseismic Structure System |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491825U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674938A (en) * | 2015-02-10 | 2015-06-03 | 海南大学 | Aseismic structure system capable of restoring functions |
| CN105298203A (en) * | 2015-10-16 | 2016-02-03 | 青岛中天斯壮科技有限公司 | Anti-fatigue pre-stress steel pipe column structure |
| CN111411698A (en) * | 2020-03-30 | 2020-07-14 | 海南大学 | Self-reset frame-energy dissipation connection infilled wall structure |
| CN112049453A (en) * | 2020-09-08 | 2020-12-08 | 中国航空规划设计研究总院有限公司 | Device for improving stability of ancient building brick column and bearing capacity determination method thereof |
-
2015
- 2015-02-10 CN CN201520091932.1U patent/CN204491825U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674938A (en) * | 2015-02-10 | 2015-06-03 | 海南大学 | Aseismic structure system capable of restoring functions |
| CN105298203A (en) * | 2015-10-16 | 2016-02-03 | 青岛中天斯壮科技有限公司 | Anti-fatigue pre-stress steel pipe column structure |
| CN111411698A (en) * | 2020-03-30 | 2020-07-14 | 海南大学 | Self-reset frame-energy dissipation connection infilled wall structure |
| CN112049453A (en) * | 2020-09-08 | 2020-12-08 | 中国航空规划设计研究总院有限公司 | Device for improving stability of ancient building brick column and bearing capacity determination method thereof |
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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 |
Granted publication date: 20150722 Termination date: 20160210 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |