CN205206077U - Hydraulic pressure energy dissipation damping device - Google Patents
Hydraulic pressure energy dissipation damping device Download PDFInfo
- Publication number
- CN205206077U CN205206077U CN201521023857.1U CN201521023857U CN205206077U CN 205206077 U CN205206077 U CN 205206077U CN 201521023857 U CN201521023857 U CN 201521023857U CN 205206077 U CN205206077 U CN 205206077U
- Authority
- CN
- China
- Prior art keywords
- swing seat
- base
- utility
- model
- arcwall face
- 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.)
- Active
Links
Abstract
Hydraulic pressure energy dissipation damping device includes the base, base upper portion installation fixing base, and fixing base upper portion sets up swing seat, and the arc wall is seted up on the upper portion of fixing base, and swing seat's lower part sets up the arcwall face, arcwall face and arc wall cooperation, the several fixed plate is installed to swing seat's both sides, and several hydraulic damper is installed to the both sides of base, and hydraulic damper's one end is articulated with the base, and hydraulic damper's the other end and fixed plate articulate, the utility model discloses a bottom that swing seat can make the building is as a the stress, avoids the damage that the local atress of building led to the fact. The utility model discloses a gesture of swing seat when swinging can be standardized with the arc wall cooperation to the arcwall face to avoid the building phenomenon of dislocation to appear at earthquake swing in -process.
Description
Technical field
The utility model relates to a kind of energy-consuming shock absorber, more precisely a kind of hydraulic pressure energy-consuming shock absorber.
Background technology
Traditional anti-shock methods is that house superstructure and basis link together firmly, and during earthquake, ground motion energy is input to building structure through basis, causes building structure to vibrate, is out of shape, even collapse.The basic thought of " energy-eliminating shock-insulating " is that basis is separated with top building structure, and isolation seismic energy is to the input of building.Earthquake when realizing earthquake and building is substantially motionless, reaches the object ensureing building safety.Existing hydraulic pressure energy-consuming shock absorber can make local pressure bottom building, can not play good damping effect to building.
Utility model content
The purpose of this utility model is to provide a kind of hydraulic pressure energy-consuming shock absorber, can solve the above problems.
The utility model for achieving the above object, is achieved through the following technical solutions:
Hydraulic pressure energy-consuming shock absorber, comprise base, base top mounting-fixing base, holder top arranges swing seat, deep-slotted chip breaker is offered on the top of holder, the bottom of swing seat arranges arcwall face, arcwall face coordinates with deep-slotted chip breaker, several fixed head is installed in the both sides of swing seat, and several hydraulic damper is installed in the both sides of base, and one end and the base of hydraulic damper are hinged, the other end and the fixed head of hydraulic damper are hinged, arcwall face is arranged the first shoulder guard, arrange the second shoulder guard in deep-slotted chip breaker, the first shoulder guard coordinates with the second shoulder guard.
In order to realize the purpose of this utility model further, can also by the following technical solutions: several fixture is installed on the top of described swing seat, and the side of fixture is in T shape.Prefabricated bolt is installed on the top of described swing seat.
The utility model has the advantage of:
1, swing seat of the present utility model can make the bottom of building integrally stressed, avoids the damage that building local pressure causes.
2, coordinate with deep-slotted chip breaker can the attitude of specification swing seat when swinging for arcwall face of the present utility model, thus avoid building the phenomenon occurring misplacing in earthquake swing process, meanwhile, arcwall face coordinates with deep-slotted chip breaker can enable hydraulic damper stressed equably, avoids hydraulic damper to damage.
3, the first shoulder guard of the present utility model can prevent arcwall face from damaging under stress.Second shoulder guard of the present utility model can prevent deep-slotted chip breaker from damaging under stress.
4, the impact force slow releasing to house when hydraulic damper of the present utility model can make earthquake, avoids damaged house.
5, the utility model also has advantage compact, cheap for manufacturing cost and easy to use simple for structure.
Accompanying drawing explanation
Accompanying drawing is used to provide further understanding of the present utility model, and forms a part for manual, is used from explanation the utility model, does not form restriction of the present utility model with embodiment one of the present utility model.In the accompanying drawings:
Fig. 1 is structural representation of the present utility model.
Mark parts: the prefabricated bolt of 1 hydraulic damper 2 fixed head 3 swing seat 4 holder 5 base 6 first spring steel plate 7 second shoulder guard 8 fixture 9 arcwall face 10 deep-slotted chip breaker 11.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the utility model, and be not used in restriction the utility model.
Hydraulic pressure energy-consuming shock absorber, as shown in Figure 1, comprise base 5, base 5 top mounting-fixing base 4, holder 4 top arranges swing seat 3, deep-slotted chip breaker 10 is offered on the top of holder 4, the bottom of swing seat 3 arranges arcwall face 9, arcwall face 9 coordinates with deep-slotted chip breaker 10, several fixed head 2 is installed in the both sides of swing seat 3, several hydraulic damper 1 is installed in the both sides of base 5, one end and the base 5 of hydraulic damper 1 are hinged, the other end and the fixed head 2 of hydraulic damper 1 are hinged, arcwall face 9 is arranged the first shoulder guard 6, second shoulder guard 7 is set in deep-slotted chip breaker 10, first shoulder guard 6 coordinates with the second shoulder guard 7.
Swing seat 3 of the present utility model can make the bottom of building integrally stressed, avoids the damage that building local pressure causes.Arcwall face 9 of the present utility model coordinates with deep-slotted chip breaker 10 can the attitude of specification swing seat 3 when swinging, thus avoid building the phenomenon occurring misplacing in earthquake swing process, simultaneously, arcwall face 9 coordinates with deep-slotted chip breaker 10 can make hydraulic damper 1 can be stressed equably, avoids hydraulic damper 1 to damage.First shoulder guard 6 of the present utility model can prevent arcwall face 9 from damaging under stress.Second shoulder guard 7 of the present utility model can prevent deep-slotted chip breaker 10 from damaging under stress.Impact force slow releasing to house when hydraulic damper 1 of the present utility model can make earthquake, avoids damaged house.
Several fixture 8 is installed on the top of described swing seat 3, and the side of fixture 8 is in T shape.Fixture 8 of the present utility model can facilitate hydraulic pressure energy-consuming shock absorber to fix house, the side of fixture 8 bonding strength that can improve swing seat 3 and house in T shape.
Prefabricated bolt 11 is installed on the top of described swing seat 3.Prefabricated bolt 11 of the present utility model can facilitate swing seat 3 to be connected with house.
Last it is noted that the foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, although be described in detail the utility model with reference to previous embodiment, for a person skilled in the art, it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (3)
1. hydraulic pressure energy-consuming shock absorber, it is characterized in that: comprise base (5), base (5) top mounting-fixing base (4), holder (4) top arranges swing seat (3), deep-slotted chip breaker (10) is offered on the top of holder (4), the bottom of swing seat (3) arranges arcwall face (9), arcwall face (9) coordinates with deep-slotted chip breaker (10), several fixed head (2) is installed in the both sides of swing seat (3), several hydraulic damper (1) is installed in the both sides of base (5), one end and the base (5) of hydraulic damper (1) are hinged, the other end and the fixed head (2) of hydraulic damper (1) are hinged, arcwall face (9) is arranged the first shoulder guard (6), second shoulder guard (7) is set in deep-slotted chip breaker (10), first shoulder guard (6) coordinates with the second shoulder guard (7).
2. hydraulic pressure energy-consuming shock absorber according to claim 1, is characterized in that: several fixture (8) is installed on the top of described swing seat (3), and the side of fixture (8) is in T shape.
3. hydraulic pressure energy-consuming shock absorber according to claim 1, is characterized in that: prefabricated bolt (11) is installed on the top of described swing seat (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521023857.1U CN205206077U (en) | 2015-12-11 | 2015-12-11 | Hydraulic pressure energy dissipation damping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521023857.1U CN205206077U (en) | 2015-12-11 | 2015-12-11 | Hydraulic pressure energy dissipation damping device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205206077U true CN205206077U (en) | 2016-05-04 |
Family
ID=55843803
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521023857.1U Active CN205206077U (en) | 2015-12-11 | 2015-12-11 | Hydraulic pressure energy dissipation damping device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205206077U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107245943A (en) * | 2017-08-15 | 2017-10-13 | 四川大学 | The shock mount and damping bridging apparatus of convertible antidetonation pattern |
| CN109706979A (en) * | 2019-02-15 | 2019-05-03 | 漳州和瑞建材有限公司 | A kind of pile foundation damped junction device |
-
2015
- 2015-12-11 CN CN201521023857.1U patent/CN205206077U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107245943A (en) * | 2017-08-15 | 2017-10-13 | 四川大学 | The shock mount and damping bridging apparatus of convertible antidetonation pattern |
| CN107245943B (en) * | 2017-08-15 | 2018-05-22 | 四川大学 | The shock mount of convertible antidetonation pattern and damping bridging apparatus |
| US10208437B1 (en) | 2017-08-15 | 2019-02-19 | Sichuan University | Damping bearing in convertible antiseismic mode and damping bridge apparatus |
| CN109706979A (en) * | 2019-02-15 | 2019-05-03 | 漳州和瑞建材有限公司 | A kind of pile foundation damped junction device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205153136U (en) | Vertical shock insulation support | |
| CN103774551B (en) | A kind of three-dimensional isolation device | |
| CN105438451A (en) | Elastic protective underframe of unmanned aerial vehicle | |
| CN205206077U (en) | Hydraulic pressure energy dissipation damping device | |
| CN208483594U (en) | A kind of lathe damping device | |
| CN204252077U (en) | A kind of buffer | |
| CN204570985U (en) | Suspension multidimensional collisional quenching damper | |
| CN204174524U (en) | Bridge flood fighting buffering triangle watch box | |
| CN206928182U (en) | A kind of rubber support of damping shock-absorbing | |
| CN204456494U (en) | A kind of high strength energy-absorbing damper for building | |
| CN104742839A (en) | Double-layer elastic vehicle bumper | |
| CN204384656U (en) | For the shock absorber cushioned the counterweight of elevator | |
| CN203920649U (en) | A kind of Double-layer elastic Federal bumper | |
| CN204059715U (en) | The locking syndeton of channel cross connecting piece | |
| CN203860790U (en) | Novel multi-level buffering table corner collision prevention device | |
| CN202967797U (en) | Buffer mechanism | |
| CN107435707A (en) | A kind of mechanical shock absorption platform | |
| CN205591106U (en) | Novel bridge damping support | |
| CN203644502U (en) | Transformer | |
| CN104313997A (en) | Buffer triangular protection body for flood resistance of bridge | |
| CN201686928U (en) | Bridge shockproof isolating device | |
| CN204983217U (en) | Building antidetonation device | |
| CN205592316U (en) | A buffering tray for bumper shock absorber | |
| CN203462481U (en) | Building foundation | |
| CN205035765U (en) | Rubber spring fender device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |