CN201040828Y - Anti-shocking steel support - Google Patents

Anti-shocking steel support Download PDF

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Publication number
CN201040828Y
CN201040828Y CNU200720101613XU CN200720101613U CN201040828Y CN 201040828 Y CN201040828 Y CN 201040828Y CN U200720101613X U CNU200720101613X U CN U200720101613XU CN 200720101613 U CN200720101613 U CN 200720101613U CN 201040828 Y CN201040828 Y CN 201040828Y
Authority
CN
China
Prior art keywords
steel
utility
plate
model
steel liner
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
CNU200720101613XU
Other languages
Chinese (zh)
Inventor
沈希辉
郭勇
魏安生
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.)
Hengshui Zhongtiejian Engineering Rubber 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 CNU200720101613XU priority Critical patent/CN201040828Y/en
Application granted granted Critical
Publication of CN201040828Y publication Critical patent/CN201040828Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model belongs to bridge bearings technical field, which discloses a seismic steel bearing. The utility model is mainly characterized in that the utility model comprises an upper bearing plate, a middle steel plate, a steel liner and a lower bearing plate. The steel liner is semicircular cylinder shaped or semi elliptical cylinder shaped. In the seismic steel bearing provided by the utility model, the steel liner is designed to be semicircular cylinder shaped or semi elliptical cylinder shaped, therefore, the steel liner has a radian in only one direction. The bearing can only rotate in an angle in the radian direction and can not rotate in the other direction, therefore, the special requirement of one-way rotation angle is met.

Description

The antidetonation steel support
Technical field
The utility model belongs to the bridge pad technical field, relates in particular to a kind of antidetonation steel support.
Background technology
In bridge construction, need to use bridge pad, and ball shaped steel bearing is widely used especially owing to the energy any rotation angle.But in the bridge design of some special occasions, need the bearing can only unidirectional corner, do not need comprehensive corner, this moment, ball shaped steel bearing just can not meet the needs of.
The utility model content
Problem to be solved in the utility model just provides a kind of antidetonation steel support that can only vertical or horizontal corner.
For addressing the above problem, the technical scheme that the utility model antidetonation steel support adopts is: comprise upper bracket plate, middle steel plate, steel liner plate and lower support plate, described steel liner plate is semicircle column type or semiellipse column type.
Its additional technical feature is: the suitable bridge of described steel liner plate is to setting.
Antidetonation steel support provided by the utility model compared with prior art, steel liner plate is designed to semicircle column type or semiellipse column type, steel liner plate only has radian in one direction like this, bearing can only produce corner in this radian direction, and cannot not be rotatable, thereby satisfied the specific (special) requirements of unidirectional corner in another direction.
Description of drawings
Fig. 1 is the direction across bridge structural representation of the utility model antidetonation steel support;
Fig. 2 is that the suitable bridge of antidetonation steel support is to structural representation;
Fig. 3 is the structural representation of steel liner plate.
The specific embodiment
Be described in further details below in conjunction with the structure and the use principle of accompanying drawing the utility model antidetonation steel support.
As shown in Figure 1, 2, the utility model antidetonation steel support comprises upper bracket plate 1, middle steel plate 2, steel liner plate 3 and lower support plate 4, and steel liner plate 3 is semicircle column type or semiellipse column type.As shown in Figure 3, steel liner plate 3 is the semiellipse column type, can certainly be the semicircle column type.
During use, when steel liner plate 3 along bridges when being provided with, the cross section of its direction across bridge is illustrated in figure 1 as arc, its along bridge to the cross section be illustrated in figure 2 as rectangle, like this, steel liner plate 3 can produce corner at direction across bridge, and along bridge to can not producing corner, thereby satisfy the specific (special) requirements of unidirectional corner.

Claims (2)

1. the antidetonation steel support comprises upper bracket plate, middle steel plate, steel liner plate and lower support plate, it is characterized in that: described steel liner plate is semicircle column type or semiellipse column type.
2. antidetonation steel support according to claim 1 is characterized in that: the suitable bridge of described steel liner plate is to setting.
CNU200720101613XU 2007-06-09 2007-06-09 Anti-shocking steel support Expired - Fee Related CN201040828Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU200720101613XU CN201040828Y (en) 2007-06-09 2007-06-09 Anti-shocking steel support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU200720101613XU CN201040828Y (en) 2007-06-09 2007-06-09 Anti-shocking steel support

Publications (1)

Publication Number Publication Date
CN201040828Y true CN201040828Y (en) 2008-03-26

Family

ID=39252533

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU200720101613XU Expired - Fee Related CN201040828Y (en) 2007-06-09 2007-06-09 Anti-shocking steel support

Country Status (1)

Country Link
CN (1) CN201040828Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103205926A (en) * 2013-04-14 2013-07-17 张保忠 Bridge bearing device for isolating earthquakes
CN111663436A (en) * 2020-07-07 2020-09-15 山东交通学院 Cylindrical surface support

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103205926A (en) * 2013-04-14 2013-07-17 张保忠 Bridge bearing device for isolating earthquakes
CN111663436A (en) * 2020-07-07 2020-09-15 山东交通学院 Cylindrical surface support
CN111663436B (en) * 2020-07-07 2021-12-28 山东交通学院 Cylindrical surface support

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Legal Events

Date Code Title Description
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: 20080326

Termination date: 20110609