CN206721658U - A kind of spacing bearing of power consumption for carrying Viscous fluid damper - Google Patents
A kind of spacing bearing of power consumption for carrying Viscous fluid damper Download PDFInfo
- Publication number
- CN206721658U CN206721658U CN201720440733.6U CN201720440733U CN206721658U CN 206721658 U CN206721658 U CN 206721658U CN 201720440733 U CN201720440733 U CN 201720440733U CN 206721658 U CN206721658 U CN 206721658U
- Authority
- CN
- China
- Prior art keywords
- bridge
- steel plate
- rubber
- wedge
- bearing
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of spacing bearing of the power consumption for carrying Viscous fluid damper, including with the upper junction plate of upper reinforcement Interal fixation, the lower connecting plate with lower reinforcement Interal fixation, the lead rubber bearing among bearing fixed with upper and lower connecting plate；The piston joint element for bar being connected with the suitable bridge of upper reinforcement steel plate to setting and the upper wedge-shaped positive stop being connected with direction across bridge setting, it is lower to strengthen stretching into the viscous damper main body with viscosity liquid after the lower wedge-shaped positive stop, piston rod or so that the cylindrical viscous damper main body and direction across bridge that steel plate is connected with along bridge to setting are connected with is held through piston joint element for bar；The utility model is a kind of simple structure, easy for installation, energy consumption effect is good, has buffer capacity.In earthquake, structure lateral displacement is larger, when reaching certain displacement to top structure lateral displacement along bridge, drives piston rod movement, dissipation energy first；When direction across bridge is subjected to displacement by block come spacing.
Description
Technical field
It the utility model is related to that building engineering structure subtracts shock insulation and bridge subtracts technical field of isolation.It is used for more particularly to one kind
The bearing that can be consumed energy with damping.
Background technology
To ensure building and the lifeline engineering such as bridge plays due function in earthquake, earthquake disaster reduction, and
Using " no damage in small earthquake, middle shake can repair, shake greatly less than ", three levels is targets of setting up defences, when structure suffers from middle or small earthquake intensity earthquake, according to
Earthquake energy is absorbed by subtracting the deformation of shock insulation rubber bearing.By the deformation for subtracting separation lead-core rubber during big shake,
The resistance of wedge-shaped positive stop and the piston movement of Viscous fluid damper absorb and consume huge seismic energy.
Bearing is important load transfer device, consider in design its there is enough bearing capacities with ensure it is safe and reliable will branch
Seat counter-force (vertical force and horizontal force) passes to substructure；Secondly constraint of the bearing to bridge deformation (displacement) should be as far as possible
It is small to adapt to the needs freely to stretch of beam body, otherwise will produce second inner force inside it for redundant structure, structure is made
Into damage, structure service life is greatly shortened.
Utility model content
The purpose of this utility model is in view of the shortcomings of the prior art, taking into full account performance-based anti-seismic design theory
On the basis of, there is provided one kind, which has, can be achieved horizontal shock-absorbing function, good antihunt action, can reduce impact of the dynamic load to structure
The bearing of effect.The utility model is a kind of simple structure, easy for installation, energy consumption effect is good, has buffer capacity.Running into ground
When shake acts on, structure lateral displacement is larger, when reaching certain displacement to top structure lateral displacement along bridge, first with piston
Bar moves, dissipation energy；When direction across bridge is subjected to displacement by block come spacing.Concrete technical scheme is as follows：
A kind of spacing bearing of power consumption for carrying Viscous fluid damper, including upper and lower reinforcement steel plate, in addition to upper reinforcement steel
The upper junction plate and the lower connecting plate of lower reinforcement Interal fixation that plate is fixed, are located among bearing with what upper and lower connecting plate was fixed
Lead rubber bearing；Set in the piston joint element for bar that is connected with to setting of suitable bridge of upper reinforcement steel plate and in direction across bridge
Put the upper wedge-shaped positive stop being connected with, the lower cylindrical viscous damping strengthened steel plate and be connected with along bridge to setting
The lower wedge-shaped positive stop, piston rod or so that device main body and direction across bridge are connected with stretches into tool after holding through piston joint element for bar
Have in the viscous damper main body of viscosity liquid；Upper and lower wedge-shaped positive stop is staggered, and rubber is installed between wedge-shaped positive stop
Glue protects cushion；The lead rubber bearing includes being arranged on the lead for retractable pencil in centre position, sorrowful with buffering outside the lead for retractable pencil
Layer is abutted, and the cushion includes rubber layer and steel plate layer, and the rubber layer is set with steel plate layer staggered parallel；On the outside of cushion
Covered by rubber；
Lead rubber bearing and upper and lower reinforcement Interal fixation, fixed mode are that upper and lower connecting plate sets through hole,
Bolt passes through the through hole and upper and lower reinforcement Interal fixation.
The piston joint element for bar includes the annular connecting portion at both ends, and the ring-type that the piston rod includes intermediate projections is spacing
Portion, the limiting section are embedded in the annular connecting portion, and the bar portion at piston rod both ends passes through described annular connecting portion.
Rubber spacer is set between the ring-type limiting section and annular connecting portion.
The utility model has the advantage that.
1) can be achieved to be consumed energy from speed and the direction of displacement two：Superstructure is allowed to have one in the effect undersetting such as temperature
Quantitative thin tail sheep；Very big acceleration can be produced when running into geological process, viscous damper is velocity profile damper, can be produced
Raw very big damping force produces the effect of power consumption, and the lead for retractable pencil under geological process during generation larger displacement in rubber will be surrendered
So as to dissipation energy, play a part of in terms of speed and displacement two while consumed energy.
2) larger displacement can be limited：By Viscous fluid damper and wedge-shaped catch carry out to along bridge to and direction across bridge limit
Position.
3) the bearing life-span is improved：There is rubber spacer in piston rod and piston joint element for bar, can move to a certain extent
Flexing and then protection Viscous fluid damper will not occur so as to play protection piston rod under earthquake motion effect, and in temperature lotus
Carry and Braking under will not be to vertical and horizontal make superstructure generation additional stress to spacing and can also pass through rubber
Certain power consumption effect is produced, the root of wedge-shaped catch is wider compared with other rectangular block bottoms, when ensure that bottom shearing is very big
Also it will not damage, further block be protected and dissipated seismic energy equipped with rubber protection cushion between block.
4) designability is strong：This bearing can be by changing bending for coefficient of viscosity c and wedge-shaped catch in Viscous fluid damper
Intensity is taken to realize different yield forces, yield displacement, meets each class formation needs.
5) there is buffer capacity：This bearing allows structure to have a certain amount of water under the horizontal force actions such as wind load, small shake
Prosposition moves.After running into the structure lateral displacement of larger earthquake masterpiece used time and reaching certain value, each damper dissipation seismic energy, and
Limiting structure displacement, the effect of buffering and limitation is realized, so as to reduce the earthquake response of building structure, structure is played well
Protective effect.
6) rationally offset and reduce geological process：Because the side of wedge-shaped catch is inclined-plane, horizontal earthquake under geological process
Power is resolved into perpendicular to block side and parallel to block side component, and the component parallel to block side is quilt obliquely
The gravity of superstructure is offset, and then reduces the active force to block.
Brief description of the drawings
Fig. 1：Profile of the present utility model；
Fig. 2：Side view of the present utility model；
Fig. 3：Fig. 2 top view；
Fig. 4：Piston joint element for bar lower end detail structure figure；
Fig. 5：Bearing decomposes graphics；
Fig. 6：Force resolution schematic diagram of the wedge-shaped catch under action of horizontal seismic；
In figure, the upper local reinforcing plates of 1-；Local reinforcing plate under 2-；3- upper junction plates；4- lower connecting plates；5- lead for retractable pencils；6- rubbers
Glue-line；7- steel plates；8- oil pump walls；9- piston heads；10- piston joint element for bar；11- rubber protects cushion；12- wedge shape limiting blocks
Block；13- lead rubber bearings；14- viscous damper main bodys；15- piston rods；16- rubber blankets；17- bolts hole.
Specifically apply mode
The utility model is described further below in conjunction with the accompanying drawings.The utility model includes fixing with upper reinforcement steel plate 1
Upper junction plate 3, the lower connecting plate 4 fixed with lower reinforcement steel plate 2, with upper and lower connecting plate 3,4 fix among the bearing
Lead rubber bearing 13；The work being connected with is set in the suitable bridge of upper reinforcement steel plate 1 to (perpendicular to Fig. 1 pictures direction)
Stopper rod connector 10 and the upper wedge-shaped positive stop 12 being connected with direction across bridge (left and right directions of Fig. 1 pictures) setting, under
Strengthen cylindrical viscous damper main body 14 from bridge to setting and direction across bridge that steel plate 2 is connected with along to be connected with down
Wedge-shaped positive stop 12, piston rod 15 or so stretch into the viscous damping with viscosity liquid after holding through piston joint element for bar 10
In device main body 14；The upper and lower wedge-shaped positive stop 12 for strengthening steel plate 1,2 is staggered, and rubber is installed between wedge-shaped positive stop and is protected
Cushion 11 is protected, rubber layer bottom is connected with lower reinforcement steel plate to be added with the bolt connection for being embedded in rubber layer, rubber layer top with upper
The strong steel plate connection bolt connection for being embedded in rubber layer；The lead rubber bearing includes the lead for retractable pencil for being arranged on centre position
5, the lead for retractable pencil 5 is sorrowful outside to abut with cushion, and the cushion includes rubber layer 6 and steel plate layer 7, the rubber layer 6 and steel plate
7 staggered parallel of layer are set；Covered on the outside of cushion by rubber；
Lead rubber bearing is fixed with upper and lower reinforcement steel plate 1,2, fixed mode can use it is cohesive by the way of,
Upper and lower connecting plate through hole can also be used, bolt is fixed through the through hole and upper and lower reinforcement steel plate 1,2.
The piston joint element for bar includes the annular connecting portion 101 at both ends, and the piston rod includes the ring-type of intermediate projections
Limiting section 102, the limiting section 102 are embedded in the annular connecting portion 101, and the bar portion 103 at piston rod both ends passes through described ring
Shape connecting portion 101.
Rubber spacer 104 is set between the ring-type limiting section 102 and annular connecting portion 101.
Erection sequence：1 during installation) it is with anchor pole that upper and lower reinforcing plate and structure itself is affixed；2) installation center carries again
Lead rubber bearing；3) and then by piston joint element for bar and upper local connecting plate it is connected with, by viscous damper master
Body is connected with lower local connecting plate；4) wedge-shaped catch is bolted to upper and lower connecting plate；5) installed in bearing
Properly protected measure in its surrounding afterwards, and in the local brushing paint of needs, carry out anti-corrosion dust-proof working.
Claims (1)
1. a kind of spacing bearing of power consumption for carrying Viscous fluid damper, including upper and lower reinforcement steel plate, it is characterised in that：Including with
The upper upper junction plate for strengthening Interal fixation, the lower connecting plate with lower reinforcement Interal fixation, are located at branch with what upper and lower connecting plate was fixed
Lead rubber bearing among seat；Upper reinforcement steel plate the piston joint element for bar that is connected with to setting of suitable bridge and
Direction across bridge sets the upper wedge-shaped positive stop being connected with, and lower reinforcement steel plate is connected with cylindrical along bridge to setting
The lower wedge-shaped positive stop, piston rod or so that viscous damper main body and direction across bridge are connected with is held through piston joint element for bar
Stretch into afterwards in the viscous damper main body with viscosity liquid；Upper and lower wedge-shaped positive stop is staggered, wedge-shaped positive stop
Between rubber protection cushion is installed, rubber layer bottom and lower reinforcement steel plate are with being embedded in the bolt connection of rubber layer, rubber layer top
With the upper reinforcement steel plate bolt connection for being embedded in rubber layer；The lead rubber bearing includes the lead for being arranged on centre position
Core, sorrowful outside the lead for retractable pencil to be abutted with cushion, the cushion includes rubber layer and steel plate layer, and the rubber layer is handed over steel plate layer
Mistake be arranged in parallel；Covered on the outside of cushion by rubber；Lead rubber bearing and upper and lower reinforcement Interal fixation, fixed side
Formula is that upper and lower connecting plate sets through hole, and bolt passes through the through hole and upper and lower reinforcement Interal fixation；The piston joint element for bar
Annular connecting portion including both ends, the piston rod include the ring-type limiting section of intermediate projections, and the limiting section is embedded in the ring
Shape connecting portion, the bar portion at piston rod both ends pass through described annular connecting portion；Set between the ring-type limiting section and annular connecting portion
Put rubber spacer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720440733.6U CN206721658U (en) | 2017-04-25 | 2017-04-25 | A kind of spacing bearing of power consumption for carrying Viscous fluid damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720440733.6U CN206721658U (en) | 2017-04-25 | 2017-04-25 | A kind of spacing bearing of power consumption for carrying Viscous fluid damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206721658U true CN206721658U (en) | 2017-12-08 |
Family
ID=60506714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720440733.6U Withdrawn - After Issue CN206721658U (en) | 2017-04-25 | 2017-04-25 | A kind of spacing bearing of power consumption for carrying Viscous fluid damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206721658U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894331A (en) * | 2017-04-25 | 2017-06-27 | 沈阳建筑大学 | A kind of spacing bearing of the power consumption for carrying Viscous fluid damper |
| CN108951409A (en) * | 2018-09-27 | 2018-12-07 | 云南煤化工应用技术研究院 | A kind of unidirectional sliding benzvalene form shock mount of bridge |
| CN111472267A (en) * | 2020-04-18 | 2020-07-31 | 北京国道通公路设计研究院股份有限公司 | Elastic spherical support for bridge |
-
2017
- 2017-04-25 CN CN201720440733.6U patent/CN206721658U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894331A (en) * | 2017-04-25 | 2017-06-27 | 沈阳建筑大学 | A kind of spacing bearing of the power consumption for carrying Viscous fluid damper |
| CN108951409A (en) * | 2018-09-27 | 2018-12-07 | 云南煤化工应用技术研究院 | A kind of unidirectional sliding benzvalene form shock mount of bridge |
| CN111472267A (en) * | 2020-04-18 | 2020-07-31 | 北京国道通公路设计研究院股份有限公司 | Elastic spherical support for bridge |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104831621B (en) | Guide rail type anti-drawing high-damping rubber shock insulation support | |
| CN202298447U (en) | Micro particle damping support | |
| CN103866687B (en) | A kind of energy-consumption self-resetting bridge pier column structure | |
| CN206721658U (en) | A kind of spacing bearing of power consumption for carrying Viscous fluid damper | |
| CN202227260U (en) | Self-resetting shock-absorbing support with external elastic resetting device | |
| CN106894331A (en) | A kind of spacing bearing of the power consumption for carrying Viscous fluid damper | |
| CN204401450U (en) | A kind of bridge ball steel and laminated rubber combined earthquake-resistant bearing | |
| CN207331431U (en) | A kind of bridge damping device | |
| CN102953327A (en) | Lateral shock absorption damper suitable for bridge structure | |
| CN206706552U (en) | A kind of cable-stayed bridge ballast formula lateral vibration absorbing device | |
| CN105839518B (en) | A kind of pair of limb bridge pier energy-dissipating and shock-absorbing binder | |
| CN206521689U (en) | A kind of energy-dissipating type Antivibration block device | |
| CN107447644B (en) | Seismic isolation and reduction system for large-span bridge | |
| CN106906912A (en) | A kind of spacing bearing that consumes energy stage by stage | |
| CN206189251U (en) | A straining beam structure for overpass double column pier | |
| CN201362820Y (en) | Fixed support for shock absorption and isolation of bridge | |
| CN106638288A (en) | Energy-dissipation and seismic-mitigation bridge support | |
| CN104372733A (en) | Longitudinal restraint structure of long-span single-tower cable-stayed bridge | |
| CN205399192U (en) | One -way mobile support in grades combats earthquake on inclined plane | |
| CN204676414U (en) | The movable pot rubber bearing of a kind of steel damping spacing one-way | |
| CN104452578A (en) | Seismic-resistant integral abutment bridge with energy absorption materials embedded in pier tops and construction method of seismic-resistant integral abutment bridge | |
| CN110847010A (en) | Structure and construction method suitable for large-span bridge abutment rigid frame bridge | |
| CN207392497U (en) | What part can break away rocks structure | |
| CN206529686U (en) | A kind of energy-dissipating and shock-absorbing bridge pad | |
| CN209194371U (en) | A kind of highway bridge foundation stabilization damping device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171208 Effective date of abandoning: 20181116 |