CN204491826U - Can restore funcitons tube structure system - Google Patents
Can restore funcitons tube structure system Download PDFInfo
- Publication number
- CN204491826U CN204491826U CN201520094215.4U CN201520094215U CN204491826U CN 204491826 U CN204491826 U CN 204491826U CN 201520094215 U CN201520094215 U CN 201520094215U CN 204491826 U CN204491826 U CN 204491826U
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- China
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- coupling beam
- shear wall
- side column
- tube side
- concrete filled
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Abstract
The utility model is that one can restore funcitons tube structure system, belongs to Aseismic Structure System field.It forms primarily of concrete filled steel tube side column, single limb shear wall, replaceable coupling beam, high-strength prestressing without bondn drag-line and foundation energy consumer, concrete filled steel tube side column is arranged on the both sides of every sheet list limb shear wall and links together with it, replaceable coupling beam is made up of coupling beam damper and coupling beam non-compliant section, concrete filled steel tube side column and single limb shear wall are separated with basis, the upper end of high-strength prestressing without bondn drag-line is anchored at concrete filled steel tube side column, anchoring lower ends, on basis, arranges foundation energy consumer between concrete filled steel tube side column and basis.The utility model clear concept, easy construction, can when macroseism the safety of available protecting agent structure, 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 tube 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, for widely used tube structure system in high-rise and super-high building structure, develop a kind of can after macroseism fast its normal usage function of quick-recovery can just seem both urgent and meaningful especially by restore funcitons tube structure system.
Summary of the invention
In order to overcome after macroseism that current existing traditional tube structure system 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 tube structure system.
The technical scheme that the utility model adopts is that one can restore funcitons tube structure system, it is primarily of concrete filled steel tube side column, single limb shear wall, replaceable coupling beam, high-strength prestressing without bondn drag-line and foundation energy consumer composition, described concrete filled steel tube side column is arranged on the both sides of every sheet list limb shear wall and links together with it, described replaceable coupling beam is made up of coupling beam damper and coupling beam non-compliant section, described concrete filled steel tube side column and single limb shear wall are separated with basis, the upper end of described high-strength prestressing without bondn drag-line is anchored at concrete filled steel tube side column, anchoring lower ends is on basis, between described concrete filled steel tube side column and basis, foundation energy consumer is set.
Described single limb shear wall is steel plate shear force wall or individual layer steel plate combined shear wall or double-layer plate compound shear wall or reinforced concrete shear wall.
Described coupling beam damper is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
Described coupling beam non-compliant section is steel beam column or buckling compute steel-concrete composite structure or reinforced concrete member.
Described foundation energy consumer is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts or anti-buckling energy-consumption parts.
The utility model has following remarkable advantage:
(1) destruction of cylindrical shell can effectively be alleviated.Compare current existing superstructure and the tubular construction that is completely fixed of basis, the utility model waves the destruction that effectively can alleviate cylindrical shell by cylindrical shell when macroseism.
(2) destruction of coupling beam can effectively be alleviated.The earthquake of current most of traditional coupling beam when macroseism is all very serious, and the utility model can not only strengthen the energy dissipation capacity of coupling beam by replaceable coupling beam, and is convenient to repair replacing to impaired coupling beam after shake.
(3) after shake, permanent set is little.The utility model can provide self-resetting capability to cylindrical shell by the high-strength prestressing without bondn drag-line be arranged in concrete filled steel tube side column, effectively reduces permanent set after the shake of cylindrical shell.
The utility model can be used in the Important building structure of high intensity Zone, effectively can not only alleviate the destruction of cylindrical shell, and have good self-resetting capability, and after shake, permanent set is little, easy construction, and cost is reasonable, has a good application prospect.
Accompanying drawing explanation
Fig. 1 is the front view of the utility model embodiment.
Fig. 2 is the A-A profile of the utility model embodiment.
In accompanying drawing, numerology is as follows:
1-concrete filled steel tube side column; The mono-limb shear wall of 2-; The high-strength prestressing without bondn drag-line of 3-; 4-foundation energy consumer; 5-coupling beam damper; 6-coupling beam non-compliant section; 7-basis.
Detailed description of the invention
Below in conjunction with attached Fig. 1 and 2, the utility model is described in further detail.
As shown in figure 1 and 2, the utility model is that one can restore funcitons tube structure system, it is primarily of concrete filled steel tube side column 1, single limb shear wall 2, replaceable coupling beam, high-strength prestressing without bondn drag-line 3 and foundation energy consumer 4 form, described concrete filled steel tube side column 1 is arranged on the both sides of every sheet list limb shear wall 2 and links together with it, described replaceable coupling beam is made up of coupling beam damper 5 and coupling beam non-compliant section 6, described concrete filled steel tube side column 1 and single limb shear wall 2 are separated with basis 7, the upper end of described high-strength prestressing without bondn drag-line 3 is anchored at concrete filled steel tube side column 1, anchoring lower ends is on basis 7, between described concrete filled steel tube side column 1 and basis 7, foundation energy consumer 4 is set.
Described single limb shear wall 2 is steel plate shear force wall or individual layer steel plate combined shear wall or double-layer plate compound shear wall or reinforced concrete shear wall.
Described coupling beam damper 5 is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
Described coupling beam non-compliant section 6 is steel beam column or buckling compute steel-concrete composite structure or reinforced concrete member.
Described foundation energy consumer 4 is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts or anti-buckling energy-consumption parts.
Specifically in the present embodiment, single limb shear wall 2 is individual layer steel plate combined shear wall, and coupling beam damper 5 is metal energy-consuming parts, and coupling beam non-compliant section 6 is steel beam column, and foundation energy consumer 4 is anti-buckling energy-consumption parts.
The utility model effectively can not only alleviate the destruction of cylindrical shell, 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 (4)
1. one kind can restore funcitons tube structure system, it is characterized in that: it is primarily of concrete filled steel tube side column, single limb shear wall, replaceable coupling beam, high-strength prestressing without bondn drag-line and foundation energy consumer composition, described concrete filled steel tube side column is arranged on the both sides of every sheet list limb shear wall and links together with it, described replaceable coupling beam is made up of coupling beam damper and coupling beam non-compliant section, described concrete filled steel tube side column and single limb shear wall are separated with basis, the upper end of described high-strength prestressing without bondn drag-line is anchored at concrete filled steel tube side column, anchoring lower ends is on basis, between described concrete filled steel tube side column and basis, foundation energy consumer is set.
2. according to claim 1 can restore funcitons tube structure system, it is characterized in that: described single limb shear wall is steel plate shear force wall or individual layer steel plate combined shear wall or double-layer plate compound shear wall or reinforced concrete shear wall.
3. according to claim 1 can restore funcitons tube structure system, it is characterized in that: described coupling beam damper is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
4. according to claim 1 can restore funcitons tube structure system, it is characterized in that: described coupling beam non-compliant section is steel beam column or buckling compute steel-concrete composite structure or reinforced concrete member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520094215.4U CN204491826U (en) | 2015-02-10 | 2015-02-10 | Can restore funcitons tube structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520094215.4U CN204491826U (en) | 2015-02-10 | 2015-02-10 | Can restore funcitons tube structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491826U true CN204491826U (en) | 2015-07-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520094215.4U Expired - Fee Related CN204491826U (en) | 2015-02-10 | 2015-02-10 | Can restore funcitons tube structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491826U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674941A (en) * | 2015-02-10 | 2015-06-03 | 海南大学 | Tubular structure system capable of restoring functions |
| CN105735503A (en) * | 2016-02-22 | 2016-07-06 | 同济大学 | Energy consumption steel column system with replaceable hysteretic dampers |
| CN107989226A (en) * | 2017-12-06 | 2018-05-04 | 南通蓝科减震科技有限公司 | One kind energy consumption coupling beam and viscous damper combined system and its design method |
-
2015
- 2015-02-10 CN CN201520094215.4U patent/CN204491826U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674941A (en) * | 2015-02-10 | 2015-06-03 | 海南大学 | Tubular structure system capable of restoring functions |
| CN105735503A (en) * | 2016-02-22 | 2016-07-06 | 同济大学 | Energy consumption steel column system with replaceable hysteretic dampers |
| CN107989226A (en) * | 2017-12-06 | 2018-05-04 | 南通蓝科减震科技有限公司 | One kind energy consumption coupling beam and viscous damper combined system and its design method |
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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 |