CN205226199U - Steel sheet energy dissipation ware for building - Google Patents
Steel sheet energy dissipation ware for building Download PDFInfo
- Publication number
- CN205226199U CN205226199U CN201521110504.5U CN201521110504U CN205226199U CN 205226199 U CN205226199 U CN 205226199U CN 201521110504 U CN201521110504 U CN 201521110504U CN 205226199 U CN205226199 U CN 205226199U
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- China
- Prior art keywords
- steel sheet
- steel plate
- steel
- construction
- energy consuming
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Abstract
The utility model discloses a steel sheet energy dissipation ware for building, including base, steel sheet, fixed loop, gyro wheel, supporting seat, track and coil spring, the both sides of base upper surface are equipped with and are parallel to each other the fixed loop, the inside multiunit that is equipped with of fixed loop the steel sheet is located the highlyest the both ends of steel sheet are passed through the bearing and are connected the gyro wheel, the both sides of supporting seat basal surface are being equipped with with gyro wheel corresponding position the track, the gyro wheel is placed in the track, being equipped with between the both sides in addition of steel sheet and supporting seat coil spring. The utility model discloses, the pressure part that reaches upper portion through the friction between the steel sheet turns into the frictional force between the steel sheet to offsetting position pressure, alleviateing vibration amplitude, in addition, the device can bear great pressure, and can not damage.
Description
Technical field
The utility model relates to Architectural Equipment technical field, is specially a kind of construction(al)steel board energy consuming dampener.
Background technique
At present, the vibration damper of building yard is mostly spring damper, by utilizing the buffer capacity of spring, reaches damping effect, but, in actual applications, the shock absorption principle of spring only just transmits its energy to bottom, and the vibrating effect of bottom can be caused like this to strengthen, in addition, spring damper can not bear larger pressure, otherwise can cause spring stiffness sex change, and damage is fallen.
Summary of the invention
The purpose of this utility model is to provide a kind of construction(al)steel board energy consuming dampener, to solve the problem proposed in above-mentioned background technology.
For achieving the above object, the utility model provides following technological scheme: a kind of construction(al)steel board energy consuming dampener, comprise pedestal, steel plate, retaining ring, roller, supporting base, track and helical spring, the both sides of described pedestal upper surface are provided with the described retaining ring be parallel to each other, described retaining ring inside is provided with the described steel plate of many groups, the two ends being positioned at the highest described steel plate connect described roller by bearing, the both sides of described supporting base bottom surface are provided with described track at the position corresponding with roller, described roller is placed in described track, described helical spring is provided with between described steel plate and the another both sides of supporting base.
Preferably, described steel plate is that 42# steel is made.
Preferably, described steel plate is arc structure, and the radian of the described steel plate of many groups is consistent.
Preferably, the described steel plate of many groups from top to bottom length successively decrease successively.
Preferably, described helical spring is arranged on the center line of described pedestal and supporting base.
Preferably, the bottom surface of described retaining ring and described pedestal are structure as a whole.
Preferably, described roller is that 42# steel is made.
Preferably, described helical spring two ends are separately fixed at the upper surface of described pedestal and the bottom surface of supporting base.
Compared with prior art, the beneficial effects of the utility model are: the utility model reaches the frictional force pressure portion on top be converted between steel plate by the friction between steel plate, thus counteracting site pressure, alleviate vibration amplitude, in addition, this device can bear larger pressure, and can not damage.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of construction(al)steel board energy consuming dampener of the utility model;
Fig. 2 is the plan structure schematic diagram of pedestal in a kind of construction(al)steel board energy consuming dampener of the utility model;
Fig. 3 be in a kind of construction(al)steel board energy consuming dampener of the utility model supporting base look up structural representation;
In figure: 1, pedestal, 2, steel plate, 3, retaining ring, 4, roller, 5, supporting base, 6, track, 7, helical spring.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technological scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1-3, a kind of embodiment that the utility model provides: a kind of construction(al)steel board energy consuming dampener, comprise pedestal 1, steel plate 2, retaining ring 3, roller 4, supporting base 5, track 6 and helical spring 7, the both sides of described pedestal 1 upper surface are provided with the described retaining ring 3 be parallel to each other, described retaining ring 3 inside is provided with the described steel plate 2 of many groups, the two ends being positioned at the highest described steel plate 2 connect described roller 4 by bearing, the both sides of described supporting base 5 bottom surface are provided with described track 6 at the position corresponding with roller 4, described roller 4 is placed in described track 6, described helical spring 7 is provided with between described steel plate 2 and the another both sides of supporting base 5, described steel plate 2 is made for 42# steel, described steel plate 2 is arc structure, and the radian of the described steel plate 2 of many groups is consistent, many groups of described steel plates 2 from top to bottom length successively decrease successively, described helical spring 7 is arranged on the center line of described pedestal 1 and supporting base 5, bottom surface and the described pedestal 1 of described retaining ring 3 are structure as a whole, described roller 4 is made for 42# steel, the two ends of described helical spring 7 are separately fixed at the upper surface of described pedestal 1 and the bottom surface of supporting base 5.
Concrete usage mode: in utility model works, is placed on the upper surface of supporting base 5 by weight, when run into jolt time, a fraction of power can be delivered on pedestal 1 by bolt spring 7, major part dynamics, can be balanced out by the friction between steel plate 3, thus alleviate the amplitude of jolting.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any reference character in claim should be considered as the claim involved by limiting.
Claims (8)
1. a construction(al)steel board energy consuming dampener, comprise pedestal (1), steel plate (2), retaining ring (3), roller (4), supporting base (5), track (6) and helical spring (7), it is characterized in that: the both sides of described pedestal (1) upper surface are provided with the described retaining ring (3) be parallel to each other, described retaining ring (3) inside is provided with the described steel plate of many groups (2), the two ends being positioned at the highest described steel plate (2) connect described roller (4) by bearing, the both sides of described supporting base (5) bottom surface are provided with described track (6) at the position corresponding with roller (4), described roller (4) is placed in described track (6), described helical spring (7) is provided with between the another both sides of described steel plate (2) and supporting base (5).
2. a kind of construction(al)steel board energy consuming dampener according to claim 1, is characterized in that: described steel plate (2) is made for 42# steel.
3. a kind of construction(al)steel board energy consuming dampener according to claim 1, is characterized in that: described steel plate (2) is arc structure, and the radian of the described steel plate of many groups (2) is consistent.
4. a kind of construction(al)steel board energy consuming dampener according to claim 1, is characterized in that: the described steel plate of many groups (2) from top to bottom length are successively decreased successively.
5. a kind of construction(al)steel board energy consuming dampener according to claim 1, is characterized in that: described helical spring (7) is arranged on the center line of described pedestal (1) and supporting base (5).
6. a kind of construction(al)steel board energy consuming dampener according to claim 1, is characterized in that: bottom surface and the described pedestal (1) of described retaining ring (3) are structure as a whole.
7. a kind of construction(al)steel board energy consuming dampener according to claim 1, is characterized in that: described roller (4) is made for 42# steel.
8. a kind of construction(al)steel board energy consuming dampener according to claim 1, is characterized in that: the two ends of described helical spring (7) are separately fixed at the upper surface of described pedestal (1) and the bottom surface of supporting base (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201521110504.5U CN205226199U (en) | 2015-12-28 | 2015-12-28 | Steel sheet energy dissipation ware for building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201521110504.5U CN205226199U (en) | 2015-12-28 | 2015-12-28 | Steel sheet energy dissipation ware for building |
Publications (1)
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CN205226199U true CN205226199U (en) | 2016-05-11 |
Family
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CN201521110504.5U Expired - Fee Related CN205226199U (en) | 2015-12-28 | 2015-12-28 | Steel sheet energy dissipation ware for building |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106122333A (en) * | 2016-06-23 | 2016-11-16 | 山东大学 | Concrete drill hole damping device and using method |
CN107792785A (en) * | 2017-11-20 | 2018-03-13 | 大连华锐重工集团股份有限公司 | Gantry crane seismic isolation apparatus |
CN109463839A (en) * | 2018-10-22 | 2019-03-15 | 海宁市卫太生物科技有限公司 | A kind of intelligent helmet |
CN109682454A (en) * | 2019-01-29 | 2019-04-26 | 浙江厚达智能科技股份有限公司 | If the Chinese medicine weighing system rack of vibration-proof structure |
CN109682453A (en) * | 2019-01-29 | 2019-04-26 | 浙江厚达智能科技股份有限公司 | Chinese medicine weighing system rack |
CN109781235A (en) * | 2019-01-29 | 2019-05-21 | 浙江厚达智能科技股份有限公司 | Chinese medicine weighing system vibration damping open frame |
CN109781234A (en) * | 2019-01-29 | 2019-05-21 | 浙江厚达智能科技股份有限公司 | If the rack of oscillation crosswise transferring structure |
-
2015
- 2015-12-28 CN CN201521110504.5U patent/CN205226199U/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106122333A (en) * | 2016-06-23 | 2016-11-16 | 山东大学 | Concrete drill hole damping device and using method |
CN106122333B (en) * | 2016-06-23 | 2017-12-01 | 山东大学 | Concrete drill hole damping device and application method |
CN107792785A (en) * | 2017-11-20 | 2018-03-13 | 大连华锐重工集团股份有限公司 | Gantry crane seismic isolation apparatus |
CN107792785B (en) * | 2017-11-20 | 2020-01-03 | 大连华锐重工集团股份有限公司 | Earthquake isolation device for shore bridge |
CN109463839A (en) * | 2018-10-22 | 2019-03-15 | 海宁市卫太生物科技有限公司 | A kind of intelligent helmet |
CN109682454A (en) * | 2019-01-29 | 2019-04-26 | 浙江厚达智能科技股份有限公司 | If the Chinese medicine weighing system rack of vibration-proof structure |
CN109682453A (en) * | 2019-01-29 | 2019-04-26 | 浙江厚达智能科技股份有限公司 | Chinese medicine weighing system rack |
CN109781235A (en) * | 2019-01-29 | 2019-05-21 | 浙江厚达智能科技股份有限公司 | Chinese medicine weighing system vibration damping open frame |
CN109781234A (en) * | 2019-01-29 | 2019-05-21 | 浙江厚达智能科技股份有限公司 | If the rack of oscillation crosswise transferring structure |
CN109682454B (en) * | 2019-01-29 | 2020-12-08 | 浙江厚达智能科技股份有限公司 | Traditional Chinese medicine weighing system frame with vibration reduction structure |
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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: 20160511 Termination date: 20181228 |
|
CF01 | Termination of patent right due to non-payment of annual fee |