CN204097870U - A kind of hyperboloid high resiliency wind resistance pot bearing - Google Patents

A kind of hyperboloid high resiliency wind resistance pot bearing Download PDF

Info

Publication number
CN204097870U
CN204097870U CN201420654557.2U CN201420654557U CN204097870U CN 204097870 U CN204097870 U CN 204097870U CN 201420654557 U CN201420654557 U CN 201420654557U CN 204097870 U CN204097870 U CN 204097870U
Authority
CN
China
Prior art keywords
bearing
wind resistance
high resiliency
basin
pot 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.)
Active
Application number
CN201420654557.2U
Other languages
Chinese (zh)
Inventor
周笑
高双全
王庆培
刘井通
孙其战
王舜
季文涛
刘云婷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhongyu Tiexin Transportation Technology Co Ltd
Original Assignee
Hengshui Zhongtiejian Engineering Rubber Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hengshui Zhongtiejian Engineering Rubber Co Ltd filed Critical Hengshui Zhongtiejian Engineering Rubber Co Ltd
Priority to CN201420654557.2U priority Critical patent/CN204097870U/en
Application granted granted Critical
Publication of CN204097870U publication Critical patent/CN204097870U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model belongs to bearing technical field, discloses a kind of hyperboloid high resiliency wind resistance pot bearing.The technical scheme forming this bearing comprises the end basin and upper bracket plate that can be fixedly connected with bridge pier or king-tower with girder respectively and the bearing functional entity be arranged between the two; The piston boit that described bearing functional entity is placed in the pelvic cavity of this end basin by the elastic parts be arranged in basin of the described end and an end, the other end is connected with described upper bracket plate is formed.This bearing has that structure is simple, stable performance, long service life and production and the low feature of maintenance cost.

Description

A kind of hyperboloid high resiliency wind resistance pot bearing
Technical field
The utility model belongs to technical field of bridge, relates to a kind of hyperboloid high resiliency wind resistance pot bearing concretely.
Background technology
The accident that bridge pad is destroyed due to wind action is of common occurrence, in order to improve the use of bearing with the life-span, reduces the replacing of bearing as much as possible, and to reduce its maintenance cost, wind-resistant support has been widely used in cable stayed bridge and suspension bridge engineering field.Along with being showing improvement or progress day by day of bridge technology, high-performance, low cost, steady structure become the demand of wind-resistant support.The design scheme of wind-resistant support normally increases elastic device in support body, and it exists following defect: (1), when one or more spring destroys, bearing can not play the effect of common bearing well; (2) elastic device is exposed to outside throughout the year, easily the corrosion of oxidized and coastal area; (3) cost of production of elastic device, the processing of each parts and quality of fit require higher.
Utility model content
The object that the utility model solves just is to provide that a kind of structure is simple, stable performance, long service life, production and the low hyperboloid high resiliency wind resistance pot bearing of maintenance cost.
For achieving the above object, the technical scheme that the utility model adopts is:
A kind of hyperboloid high resiliency wind resistance pot bearing, comprises the end basin and upper bracket plate that can be fixedly connected with bridge pier or king-tower with girder respectively and the bearing functional entity be arranged between the two; It is characterized in that: the piston boit that described bearing functional entity is placed in the pelvic cavity of this end basin by the elastic parts be arranged in basin of the described end and an end, the other end is connected with described upper bracket plate is formed.
The additional technical feature forming above-mentioned hyperboloid high resiliency wind resistance pot bearing also comprises:
---described elastic parts is made up of the cylinder that two curved surfaces are relative;
---described elastic parts is the patty structure of curved surface by two sides;
---the curved surface of described patty structural elasticity assembly mates with the cylindrical shape forming described piston boit;
---the described elastic parts border be combined with described piston boit is provided with sealing ring;
---described piston boit sidepiece is provided with concave station structure, and at the basin of basin of the described end along table top being provided with it fixing shelves ring;
---between basin of the described end and upper bracket plate, be provided with the joint ring dust ring of Wrinkled;
---be provided with wear-resistant slide plate between described piston boit and upper bracket plate.
Hyperboloid high resiliency wind resistance pot bearing provided by the utility model compared with prior art has the following advantages: one, because this bearing is by upper bracket plate, end basin and be arranged at being made up of the elastic parts being placed in end basin body and the piston boit that is connected with upper bracket plate between the two, therefore there is the feature that structure is simple, reasonable in design, the displacement that this structure produces because of the wind-force of transverse direction for bridge, by the new structure of elastic parts, serve good wind resistance cushioning effect; Its two, owing to being provided with wear-resistant slide plate between the piston boit forming bearing functional entity and upper bracket plate, therefore ensure that the friction factor between bearing functional entity and upper bracket plate and wear hardness, improve the application life of wind-resistant support.
Accompanying drawing illustrates:
The structural representation of the hyperboloid high resiliency wind resistance pot bearing that Fig. 1 provides for the utility model;
Fig. 2 is the scheme of installation of upper bracket;
Fig. 3 is the structural representation of the elastic parts forming above-mentioned bearing.
Detailed description of the invention:
Be described in further details below in conjunction with the structure of accompanying drawing to a kind of hyperboloid high resiliency wind resistance pot bearing that the utility model provides.
As shown in Figure 1, 2, the structure of the hyperboloid high resiliency wind resistance pot bearing provided for the utility model and using state schematic diagram thereof.This wind-resistant support comprises the piston boit 3 that pelvic cavity that the elastic parts that is made up of high-strength bolt 12 and the end basin 1 that girder 13 is fixedly connected with, the upper bracket plate 11 be fixed on by foundation 14 on king-tower (or bridge pier) 15, the relative and high elastic rubber plate 21,22 forming gap 16 by upper and lower two cambered surfaces be fixed in end basin 1 pelvic cavity and an end be placed in this end basin to withstand on lower high elastic rubber plate on 22, the other end is connected with upper bracket plate.
Its operating principle is: when the wind-force of direction across bridge blows to bridge, rocking of bridge generation is cushioned, bearing is when direction across bridge displacement, owing to forming the volume invariability of the relative high elastic rubber plate 21,22 of upper and lower two cambered surfaces of elastic parts and buffering can be produced to rocking of producing of bridge by gap 16 between the two, therefore serve the effect of resisting wind-force.And because the elastic parts forming this making is arranged in the pelvic cavity of end basin, effectively overcome it and cause because of exposure it to damage the defect causing the life-span short.
In the structure forming above-mentioned hyperboloid high resiliency wind resistance pot bearing,
---when bearing is in direction across bridge displacement, in order to prevent piston boit 3 to come to nothing in kicking motion phenomenon, piston boit sidepiece is provided with concave station 17 structure, and at the basin of end basin along the shelves ring 5 table top being provided with hexagon socket cap head screw 7 and fixing with it; Between this baffle plate 5 and piston boit 3, appropriate gap is set, ensures the normal pivot angle realizing bearing;
---described piston boit 3 be provided with sunk screw 9 between upper bracket plate 11 and be connected wear-resistant slide plate 8 with piston 3, both well location and fixation had been served, ensure that wear-resistant slide plate 8 is in closing contact state all the time with the corrosion resistant plate 10 be arranged on upper bracket plate, ensure that normal suitable bridge is to displacement.
---in order to extend the application life of high elastic rubber plate, the periphery of high elastic rubber plate 2 and piston boit 3 contact surface being provided with sealing ring 4, rubber tile can being sealed like this, extend the application life of rubber tile;
---in order to ensure the permanent realization of the various functions of bearing, between end basin 1 and upper bracket plate 11, being provided with the sealing and dustproof ring 6 of Wrinkled, improve the application life of bearing.
In addition, form the structure of the elastic parts of above-mentioned hyperboloid high resiliency wind resistance pot bearing, both can be that the high elastic rubber plate relative by two curved surfaces is as described in Figure 1 formed, and the cylinder that this high elastic rubber plate also can improve its elastic performance be further formed; Certainly the patty high elastic rubber plate 19 of this elastic parts can also to be upper side 18 be as shown in Figure 3 curved surface, buffer gap 16 can be produced to rocking of producing of bridge because the upper side 18 of this patty high elastic rubber plate and the bottom surface of pelvic cavity also form, therefore also can reach the purpose of this utility model, the downside 20 of this high elastic rubber plate 19 is the plane or curved-surface structure of mating with the cylindrical shape forming above-mentioned piston boit.The structure of certain this elastic parts of formation is not limited to said structure.
The bearing of this structure not only can girder as shown in Figure 2 and end basin is fixed, upper bracket plate and king-tower (or bridge pier) is fixing uses, equally also can turn around---and girder and upper bracket plate are fixed, end basin and king-tower (or bridge pier) are fixed and used.

Claims (8)

1. a hyperboloid high resiliency wind resistance pot bearing, comprises the end basin and upper bracket plate that can be fixedly connected with bridge pier or king-tower with girder respectively and the bearing functional entity be arranged between the two; It is characterized in that: the piston boit that described bearing functional entity is placed in the pelvic cavity of this end basin by the elastic parts be arranged in basin of the described end and an end, the other end is connected with described upper bracket plate is formed.
2. a kind of hyperboloid high resiliency wind resistance pot bearing as claimed in claim 1, is characterized in that: described elastic parts is made up of the cylinder that two curved surfaces are relative.
3. a kind of hyperboloid high resiliency wind resistance pot bearing as claimed in claim 1, is characterized in that: described elastic parts is the patty structure of curved surface by two sides.
4. a kind of hyperboloid high resiliency wind resistance pot bearing as claimed in claim 1, is characterized in that: the curved surface of described patty structural elasticity assembly mates with the cylindrical shape forming described piston boit.
5. a kind of hyperboloid high resiliency wind resistance pot bearing as claimed in claim 1, is characterized in that: the described elastic parts border be combined with described piston boit is provided with sealing ring.
6. a kind of hyperboloid high resiliency wind resistance pot bearing as claimed in claim 1, is characterized in that: described piston boit sidepiece is provided with concave station structure, and at the basin of basin of the described end along table top being provided with it fixing shelves ring.
7. a kind of hyperboloid high resiliency wind resistance pot bearing as claimed in claim 1, is characterized in that: the joint ring dust ring being provided with Wrinkled between basin of the described end and upper bracket plate.
8. a kind of hyperboloid high resiliency wind resistance pot bearing as claimed in claim 1, is characterized in that: be provided with wear-resistant slide plate between described piston boit and upper bracket plate.
CN201420654557.2U 2014-11-05 2014-11-05 A kind of hyperboloid high resiliency wind resistance pot bearing Active CN204097870U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420654557.2U CN204097870U (en) 2014-11-05 2014-11-05 A kind of hyperboloid high resiliency wind resistance pot bearing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420654557.2U CN204097870U (en) 2014-11-05 2014-11-05 A kind of hyperboloid high resiliency wind resistance pot bearing

Publications (1)

Publication Number Publication Date
CN204097870U true CN204097870U (en) 2015-01-14

Family

ID=52266313

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420654557.2U Active CN204097870U (en) 2014-11-05 2014-11-05 A kind of hyperboloid high resiliency wind resistance pot bearing

Country Status (1)

Country Link
CN (1) CN204097870U (en)

Similar Documents

Publication Publication Date Title
CN104562920B (en) The damping energy-dissipating device that a kind of bridge direction across bridge disk spring combines with dynamic damping
CN105755953B (en) Triple friction pendulum supports
CN100545366C (en) A kind of large turn angle ball support
CN201047057Y (en) Rope-suspension bridge rope saddle structure
CN103510461A (en) Elastic damping device used for transverse direction of bridge
CN204000583U (en) A kind of damping supporting seat with classification energy-dissipating and shock-absorbing
CN204919313U (en) Novel bridge spring friction pendulum support
CN203144886U (en) Pot type rubber bearing with damping mechanism
CN201212127Y (en) Antivibration support abutment for energy dissipating type bridge
CN202867515U (en) Spherical washer for connection of bolt of drill rod of drilling machine
CN204097870U (en) A kind of hyperboloid high resiliency wind resistance pot bearing
CN103935723B (en) Buffer-type bearing block
CN202247674U (en) Pendulum type shock isolation support with double sliding curves
CN201480692U (en) Hard shock-absorbing sofa
CN206256370U (en) Firm arm speed lockup's vibration absorption and isolation support such as one kind
CN203144849U (en) Vibration reduction base plate of V-shaped air spring structure
CN103352420A (en) Basin type steel support
CN201265142Y (en) City light rail ball type bearing
CN207999447U (en) A kind of split type bearing fixed seat
CN203307722U (en) Anti-drawing curve surface rotating support
CN201534955U (en) Spheroidal steel support saddle
CN203670506U (en) Novel bearing seat
CN201031443Y (en) Large rotary angle ball type bearing support saddle
CN204435202U (en) The damping energy-dissipating device that a kind of bridge direction across bridge disk spring and dynamic damping combine
CN204530455U (en) The dust-proof surrounding plate device of a kind of bridge pad

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: 053000 Hengshui city of Hebei Province North Taocheng District industrial base rubber road No. 1

Patentee after: Zhongyu Tiexin Transportation Technology Co.,Ltd.

Address before: 053000 Hengshui city of Hebei Province North Taocheng District industrial base rubber road No. 1

Patentee before: HENGSHUI ZHONGTIEJIAN ENGNIEERING RUBBER Co.,Ltd.

CP01 Change in the name or title of a patent holder