CN201901959U - Novel tensile and compressive energy consumption damper - Google Patents
Novel tensile and compressive energy consumption damper Download PDFInfo
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- CN201901959U CN201901959U CN2010206536560U CN201020653656U CN201901959U CN 201901959 U CN201901959 U CN 201901959U CN 2010206536560 U CN2010206536560 U CN 2010206536560U CN 201020653656 U CN201020653656 U CN 201020653656U CN 201901959 U CN201901959 U CN 201901959U
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Abstract
The utility model relates to a novel tensile and compressive energy consumption damper, which belongs to the field of building structure vibration control and comprises core stressed components, a buckling-restrained component, unbonded materials and end plates, wherein the unbonded materials are positioned among the core stressed components and the buckling-restrained component, and the end plates are connected with two ends of each core stressed component. The novel tensile and compressive energy consumption damper is characterized in that the number of the core stressed components is no less than two, the core stressed components are parallel to each other, holes which are through along the axial direction of the core stressed components are arranged at positions of the buckling-restrained component provided with the core stressed components the, and one core stressed component is arranged in each through hole. In an earthquake, the damper not only can provide sufficient lateral rigidity for a structure, but also can consume a large amount of earthquake energy. Besides, the damper is clear in conception, convenient in construction and beneficial for realization of large-scale popularization and application in wide anti-earthquake areas.
Description
Technical field
The utility model relates to building construction vibration control field, particularly a kind of novel tension and compression energy-consumption damper.
Background technology
The damper of having developed at present is of a great variety, and main type has metal damper, frcition damper, oil damper, viscoelastic damper.Among these several dampers, metal damper is because its stable performance, and price is cheaper, and reliability is high and obtained using widely.
The metal damper that uses mainly contains two kinds at present, and a kind of is lead damper, and another kind is to utilize to surrender the damper of realizing energy-dissipating and shock-absorbing outside the steel plate plane.The shortcoming of these two kinds of dampers is that rigidity is less, can not provide bigger rigidity to structure.Shortcoming in view of preceding two kinds of metal dampers, part scholar has developed the metal damper of surrender in the steel plate plane, though the rigidity of this metal damper has improved, but its energy dissipation capacity descends to some extent, and its energy dissipation capacity depends on the shape and the size of institute's hole-opening in the steel plate plane, is unfavorable for wide popularization and application.
Therefore, develop and a kind ofly not only have bigger rigidity, and the strong metal damper of energy dissipation capacity just seems meaningful especially.
Summary of the invention
In order to overcome the less weak point of metal current damper stiffness, the utility model provides a kind of and has bigger rigidity, and the strong novel tension and compression energy-consumption damper of energy dissipation capacity.
The technical scheme that the utility model adopted is a kind of novel tension and compression energy-consumption damper, comprise core primary structure member, buckling-restrained member, the non-cohesive material between the hole of core primary structure member and buckling-restrained member and the end plate that is connected with core primary structure member two ends, the number of core primary structure member is no less than 2, be arranged in parallel between the core primary structure member, buckling-restrained member has the hole that axially connects along the core primary structure member in the position of arranging the core primary structure member, and the hole the inside of each perforation is provided with a core primary structure member.
Described core primary structure member can be made by shape memory alloy material or steel or aluminum alloy materials or lead.
Described core primary structure member is the pluckings member in a centre thin two, and it can change cross-sectional sizes in the length range of buckling-restrained member hole, also can change cross-sectional sizes outside the length range of buckling-restrained member hole.
The cross section of described core primary structure member can be adopted round or yi word pattern or cross or I shape or circular ring type or ellipse.
Described buckling-restrained member adopts the confining part of cast mortar formation in concrete filled steel tubular member or all steel system member or reinforced concrete member or the steel pipe or the confining part that the interior cast of steel pipe steel fibrous concrete forms.
Described non-cohesive material can be that epoxy resin or asphalt varniss or ethene basic unit add foam or rubber layer or silicone rubber layers or silicones and add epoxy resin or polyethylene sheeting or butyl rubber.
Described core primary structure member can be fixed on the end plate by bolt connection or the mode that is welded to connect.
Can weld stiffening rib on the described end plate, make end plate form the rigid body that rigidity is very big, end plate should be out of shape very for a short time when stressed, and distortion is mainly concentrated on the core primary structure member.
Should be welded to connect part on the described end plate, novel tension and compression energy-consumption damper and structure are connected and fixed by connector.
Described buckling-restrained member can not produce prior to the core primary structure member and destroy.
The utlity model has following remarkable advantage:
(1) rigidity that provides to structure is bigger.Owing to utilize the tension and compression deformation of core primary structure member to realize power consumption, when realizing power consumption, can provide bigger rigidity to structure.
(2) power consumption is effective.Because the lateral deformation of core primary structure member is subjected to the restriction of buckling-restrained member, so the overwhelming majority of core primary structure member is deformed into axial deformation, thereby can dissipate a large amount of seismic energies when avoiding flexing.
The utility model can be used in the various building structure, such as frame construction, and the frame-shear wall structure, in the large-span structure, can not only provide enough rigidity to structure, and a large amount of seismic energies that can dissipate, will be widely used in all kinds of building construction vibration controls field.
Description of drawings
Fig. 1 is the front view of the utility model embodiment 1.
Fig. 2 is the A-A profile of the utility model embodiment 1.
Fig. 3 is the front view of the utility model embodiment 2.
Fig. 4 is the B-B profile of the utility model embodiment 2.
Digital implication is as follows in the accompanying drawing:
1-core primary structure member; The buckling-restrained member of 2-; The 3-hole; The 4-non-cohesive material; The 5-end plate; The 6-nut.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is described in further detail.
Shown in accompanying drawing 1～4, the utility model is a kind of novel tension and compression energy-consumption damper, comprise core primary structure member 1, buckling-restrained member 2, non-cohesive material 4 between the hole 3 of core primary structure member 1 and buckling-restrained member 2, and the end plate 5 that is connected with core primary structure member 1 two ends, the number of core primary structure member 1 is no less than 2, be arranged in parallel between the core primary structure member 1, buckling-restrained member 2 has the hole 3 that axially connects along core primary structure member 1 in the position of arranging core primary structure member 1, hole 3 the insides of each perforation are provided with a core primary structure member 1.
Described core primary structure member 1 can be made by shape memory alloy material or steel or aluminum alloy materials or lead.
Described core primary structure member 1 is the pluckings member in a centre thin two, and it can change cross-sectional sizes in the length range of the hole 3 of buckling-restrained member 2, also can change cross-sectional sizes outside the length range of the hole 3 of buckling-restrained member 2.
The cross section of described core primary structure member 1 can be adopted round or yi word pattern or cross or I shape or circular ring type or ellipse.
Described buckling-restrained member 2 adopts the confining part of cast mortar formation in concrete filled steel tubular member or all steel system member or reinforced concrete member or the steel pipe or the confining part that the interior cast of steel pipe steel fibrous concrete forms.
Described non-cohesive material 4 can be that epoxy resin or asphalt varniss or ethene basic unit add foam or rubber layer or silicone rubber layers or silicones and add epoxy resin or polyethylene sheeting or butyl rubber.
Described core primary structure member 1 can be fixed on the end plate 5 by bolt connection or the mode that is welded to connect.
Can weld stiffening rib on the described end plate 5, make end plate 5 form the rigid body that rigidity is very big, end plate 5 should be out of shape very for a short time when stressed, and distortion is mainly concentrated on the core primary structure member 1.
Should be welded to connect part on the described end plate 5, novel tension and compression energy-consumption damper and structure are connected and fixed by connector.
Described buckling-restrained member 2 can not produce prior to core primary structure member 1 and destroy.
For the specific embodiment of the present utility model better is described, lift two specific embodiment below:
Certainly the utility model is not limited to above two kinds of embodiments, can be used in combination according to actual conditions, thereby reach not only economy but also practical purpose.
The utility model can be widely used in various frameworks, framework-shear wall and the large-span structure, when geological process, novel tension and compression energy-consumption damper can either provide enough rigidity to structure, but also a large amount of seismic energies that can dissipate by the distortion of core primary structure member, the utility model clear concept, respond well, simple structure, easy construction helps realizing applying on a large scale in vast earthquake protection zone.
Claims (7)
1. novel tension and compression energy-consumption damper, comprise core primary structure member, buckling-restrained member, the non-cohesive material between the hole of core primary structure member and buckling-restrained member and the end plate that is connected with core primary structure member two ends, it is characterized in that: the number of described core primary structure member is no less than 2, be arranged in parallel between the core primary structure member, buckling-restrained member has the hole that axially connects along the core primary structure member in the position of arranging the core primary structure member, and the hole the inside of each perforation is provided with a core primary structure member.
2. novel tension and compression energy-consumption damper according to claim 1 is characterized in that: described core primary structure member can be made by shape memory alloy material or steel or aluminum alloy materials or lead.
3. novel tension and compression energy-consumption damper according to claim 1, it is characterized in that: described core primary structure member is the pluckings member in a centre thin two, it can change cross-sectional sizes in the length range of buckling-restrained member hole, also can change cross-sectional sizes outside the length range of buckling-restrained member hole.
4. novel tension and compression energy-consumption damper according to claim 1 is characterized in that: the cross section of described core primary structure member can be adopted round or yi word pattern or cross or I shape or circular ring type or ellipse.
5. novel tension and compression energy-consumption damper according to claim 1 is characterized in that: described buckling-restrained member adopts the confining part of cast mortar formation in concrete filled steel tubular member or all steel system member or reinforced concrete member or the steel pipe or the confining part that the interior cast of steel pipe steel fibrous concrete forms.
6. novel tension and compression energy-consumption damper according to claim 1 is characterized in that: described non-cohesive material can be that epoxy resin or asphalt varniss or ethene basic unit add foam or rubber layer or silicone rubber layers or silicones and add epoxy resin or polyethylene sheeting or butyl rubber.
7. novel tension and compression energy-consumption damper according to claim 1 is characterized in that: described core primary structure member can be fixed on the end plate by bolt connection or the mode that is welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206536560U CN201901959U (en) | 2010-12-10 | 2010-12-10 | Novel tensile and compressive energy consumption damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206536560U CN201901959U (en) | 2010-12-10 | 2010-12-10 | Novel tensile and compressive energy consumption damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201901959U true CN201901959U (en) | 2011-07-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010206536560U Expired - Fee Related CN201901959U (en) | 2010-12-10 | 2010-12-10 | Novel tensile and compressive energy consumption damper |
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| CN (1) | CN201901959U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290945A (en) * | 2013-06-18 | 2013-09-11 | 沈阳建筑大学 | Steel bar array damper |
| CN104805775A (en) * | 2015-05-07 | 2015-07-29 | 福州大学 | Construction method for RC (Reinforced Concrete) bridge pier post-earthquake restoration technology |
| CN104929263A (en) * | 2015-06-23 | 2015-09-23 | 东南大学 | Assembled lead-foamed aluminum composite damper for building vibration reduction |
| CN107119818A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | Assembled sandwich heat preservation T-shaped combined wall and the practice with energy-dissipating and shock-absorbing key |
| CN107165302A (en) * | 2017-04-09 | 2017-09-15 | 北京工业大学 | Sandwich heat preservation L-shaped combined wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107842124A (en) * | 2017-11-14 | 2018-03-27 | 东南大学 | A kind of induced damage Observable ring power consumption bar |
| CN108442797A (en) * | 2018-05-22 | 2018-08-24 | 河南省金华夏建工集团股份有限公司 | A kind of anti-buckling support of all steel of more kernels |
| CN108489724A (en) * | 2018-04-28 | 2018-09-04 | 福州大学 | A kind of device for axial out-of-plane bending damper pseudo-static experimental |
-
2010
- 2010-12-10 CN CN2010206536560U patent/CN201901959U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290945A (en) * | 2013-06-18 | 2013-09-11 | 沈阳建筑大学 | Steel bar array damper |
| CN104805775A (en) * | 2015-05-07 | 2015-07-29 | 福州大学 | Construction method for RC (Reinforced Concrete) bridge pier post-earthquake restoration technology |
| CN104805775B (en) * | 2015-05-07 | 2016-07-06 | 福州大学 | The construction method of recovery technique after the shake of a kind of RC bridge pier |
| CN104929263A (en) * | 2015-06-23 | 2015-09-23 | 东南大学 | Assembled lead-foamed aluminum composite damper for building vibration reduction |
| CN104929263B (en) * | 2015-06-23 | 2017-03-15 | 东南大学 | A kind of building vibration damping assembled lead foamed aluminium composite material antivibrator |
| CN107119818A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | Assembled sandwich heat preservation T-shaped combined wall and the practice with energy-dissipating and shock-absorbing key |
| CN107165302A (en) * | 2017-04-09 | 2017-09-15 | 北京工业大学 | Sandwich heat preservation L-shaped combined wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107842124A (en) * | 2017-11-14 | 2018-03-27 | 东南大学 | A kind of induced damage Observable ring power consumption bar |
| CN108489724A (en) * | 2018-04-28 | 2018-09-04 | 福州大学 | A kind of device for axial out-of-plane bending damper pseudo-static experimental |
| CN108442797A (en) * | 2018-05-22 | 2018-08-24 | 河南省金华夏建工集团股份有限公司 | A kind of anti-buckling support of all steel of more kernels |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110720 Termination date: 20111210 |