CN202672027U - Anti-seismic rubber supporting base - Google Patents

Anti-seismic rubber supporting base Download PDF

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Publication number
CN202672027U
CN202672027U CN 201220216844 CN201220216844U CN202672027U CN 202672027 U CN202672027 U CN 202672027U CN 201220216844 CN201220216844 CN 201220216844 CN 201220216844 U CN201220216844 U CN 201220216844U CN 202672027 U CN202672027 U CN 202672027U
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CN
China
Prior art keywords
base plate
plate
seat board
seismic
lower seat
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.)
Expired - Fee Related
Application number
CN 201220216844
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Chinese (zh)
Inventor
万华杰
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Individual
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Individual
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Publication date
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Priority to CN 201220216844 priority Critical patent/CN202672027U/en
Application granted granted Critical
Publication of CN202672027U publication Critical patent/CN202672027U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses an anti-seismic rubber supporting base, comprising an upper base plate, a lower base plate, and a rubber plate disposed between the upper base plate and the lower base plate. The lower surface of the rubber plate is an arc-shaped surface; a Teflon plate is disposed between the rubber plate and the lower base plate; the Teflon plate is provided with an arc-shaped groove matched with the arc-shaped surface of the rubber plate; the upper surface of the upper base plate is provided with an anti-seismic base plate; a U-shaped base plate is disposed below the lower base plate; the upper surface of the U-shaped base plate is provided with a planar sliding plate; and a damping rubber ring is disposed between two supporting feet and the lower base plate. The anti-seismic rubber supporting base has commendable anti-seismic capability, seismic isolation capability and damping capability and has the function of large turning angle.

Description

The Anti-seismic neoprene bearing
Technical field
The utility model relates to a kind of bearing, particularly a kind of Anti-seismic neoprene bearing.
Background technology
At present, general fixing pot type neoprene bearing mainly is comprised of upper base plate, rubber tile and lower seat board, and movable pot rubber bearing mainly is comprised of upper base plate, rubber tile, plane tetrafluoro slide plate, middle steel plate and lower seat board, they mainly are to resist seismic forces by the structural strength that improves self, also must improve simultaneously the intensity of the bridge up-down structure that links to each other with bearing, construction cost is increased greatly.Though existing pot rubber bearing good damping effect exists the shortcoming that does not possess large angle turning function in use, though and Column face bearing possesses large angle turning function, because it all adopts steel work, thereby do not possess the Anti-seismic of subtracting neoprene bearing shake function.
The utility model content
The purpose of this utility model just is to provide a kind of and has antidetonation, shock insulation and damping capacity, and possesses the Anti-seismic neoprene bearing of large angle turning function.
To achieve these goals, the technical solution adopted in the utility model is such: Anti-seismic neoprene bearing of the present utility model, comprise upper base plate, lower seat board and be arranged on upper base plate and lower seat board between rubber tile, the soffit of described rubber tile is arcwall face, be provided with polyfluortetraethylene plate between rubber tile and the lower seat board, have the deep-slotted chip breaker with rubber tile arcwall face coupling on the polyfluortetraethylene plate, described upper base plate upper surface is provided with the antidetonation seat board, lower seat board below is provided with the U-shaped base plate, the U-shaped plate upper surface is provided with the plane slide plate, between two legs and the lower seat board, be provided with damped rubber ring.
As preferably, described lower seat board also is U-shaped, and described polyfluortetraethylene plate is arranged on lower seat board upper surface middle part.
As preferably, described antidetonation seat board is comprised of a level board and two blocks, and two blocks are separately positioned on the level board two ends.
Compared with prior art; the utility model has the advantage of: the utility model is owing to adopt the plane of rotation of spherical structure; thereby bearing integral body possesses large angle turning function, can adapt to the needs of Ramp bridge, presses the generation of inclined to one side phenomenon in the time of can avoiding beam; in structure, adopt rubber tile as pressure-containing member; make bearing integral body possess antidetonation, shock insulation and shock-absorbing function, when earthquake occurs, can adapt to well the telescopic displacement of bridge; the protection bridge is avoided seismic damage.
Description of drawings
Fig. 1 is structural representation of the present utility model.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Referring to Fig. 1, Anti-seismic neoprene bearing of the present utility model, comprise upper base plate 2, lower seat board 4 and be arranged on upper base plate 2 and lower seat board 4 between rubber tile 3, the soffit of described rubber tile 3 is arcwall face, be provided with polyfluortetraethylene plate 6 between rubber tile 3 and the lower seat board 4, have the deep-slotted chip breaker with rubber tile 3 arcwall faces coupling on the polyfluortetraethylene plate 6, described upper base plate 2 upper surfaces are provided with antidetonation seat board 1, lower seat board 4 belows are provided with U-shaped base plate 7, U-shaped base plate 7 upper surfaces are provided with plane slide plate 5, between two legs and the lower seat board 4, be provided with damped rubber ring 8, described lower seat board 4 also is U-shaped, described polyfluortetraethylene plate 6 is arranged on lower seat board 4 upper surface middle part, and described antidetonation seat board 1 is comprised of a level board and two blocks, and two blocks are separately positioned on the level board two ends.
Adopt the plane of rotation of spherical structure; thereby bearing integral body possesses large angle turning function; the needs that can adapt to Ramp bridge; press the generation of inclined to one side phenomenon in the time of can avoiding beam, in structure, adopt rubber tile 3 as pressure-containing member, make bearing integral body possess antidetonation, shock insulation and shock-absorbing function; when earthquake occurs; the telescopic displacement that can adapt to well bridge, the protection bridge is avoided seismic damage.

Claims (3)

1. Anti-seismic neoprene bearing, comprise upper base plate, lower seat board and be arranged on upper base plate and lower seat board between rubber tile, it is characterized in that: the soffit of described rubber tile is arcwall face, be provided with polyfluortetraethylene plate between rubber tile and the lower seat board, have the deep-slotted chip breaker with rubber tile arcwall face coupling on the polyfluortetraethylene plate, described upper base plate upper surface is provided with the antidetonation seat board, lower seat board below is provided with the U-shaped base plate, the U-shaped plate upper surface is provided with the plane slide plate, between two legs and the lower seat board, be provided with damped rubber ring.
2. Anti-seismic neoprene bearing according to claim 1 is characterized in that: described lower seat board also is U-shaped, and described polyfluortetraethylene plate is arranged on lower seat board upper surface middle part.
3. Anti-seismic neoprene bearing according to claim 1, it is characterized in that: described antidetonation seat board is comprised of a level board and two blocks, and two blocks are separately positioned on the level board two ends.
CN 201220216844 2012-05-15 2012-05-15 Anti-seismic rubber supporting base Expired - Fee Related CN202672027U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220216844 CN202672027U (en) 2012-05-15 2012-05-15 Anti-seismic rubber supporting base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220216844 CN202672027U (en) 2012-05-15 2012-05-15 Anti-seismic rubber supporting base

Publications (1)

Publication Number Publication Date
CN202672027U true CN202672027U (en) 2013-01-16

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220216844 Expired - Fee Related CN202672027U (en) 2012-05-15 2012-05-15 Anti-seismic rubber supporting base

Country Status (1)

Country Link
CN (1) CN202672027U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107663900A (en) * 2017-04-18 2018-02-06 清华大学建筑设计研究院有限公司 A kind of connecting node for closing saddle-shape cable membrane structure and being cooperated with substructure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107663900A (en) * 2017-04-18 2018-02-06 清华大学建筑设计研究院有限公司 A kind of connecting node for closing saddle-shape cable membrane structure and being cooperated with substructure
CN107663900B (en) * 2017-04-18 2020-06-16 清华大学建筑设计研究院有限公司 Connecting node of closed saddle-shaped cable membrane structure and substructure cooperative work

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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: 20130116

Termination date: 20130515