CN2118858U - Anti-shock rubber support base - Google Patents

Anti-shock rubber support base Download PDF

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Publication number
CN2118858U
CN2118858U CN 91215532 CN91215532U CN2118858U CN 2118858 U CN2118858 U CN 2118858U CN 91215532 CN91215532 CN 91215532 CN 91215532 U CN91215532 U CN 91215532U CN 2118858 U CN2118858 U CN 2118858U
Authority
CN
China
Prior art keywords
type energy
steel plate
rubber
support base
antidetonation
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.)
Granted
Application number
CN 91215532
Other languages
Chinese (zh)
Inventor
范立础
袁万城
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.)
Tongji University
Original Assignee
Tongji University
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 Tongji University filed Critical Tongji University
Priority to CN 91215532 priority Critical patent/CN2118858U/en
Publication of CN2118858U publication Critical patent/CN2118858U/en
Granted legal-status Critical Current

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Abstract

The utility model relates to an anti-shock rubber support base, comprising a U type energy consuming device (1), steel plates (2) and rubber (3). Because the U type energy consuming device (1) is provided with a plurality of layers of steel plates (2) and is filled with the rubber (3), the utility model raises the hysteretic performance of the rubber support base and increases the anti-shock performance of the rubber support base, having simple structure, low cost and convenient and safe use.

Description

Anti-shock rubber support base
The antidetonation neoprene bearing relates to the bridge earthquake resistance technology, is applicable to the antidetonation of bridge structure or the antidetonation of equipment.
The existing neoprene bearing that is used for bridge or equipment is considered can not play antihunt action in actual use inadequately to the shockproof requirements of bearing.And adopt the antidetonation neoprene bearing that accompanies lead for retractable pencil, cost an arm and a leg complex structure and anti-seismic performance instability.
The purpose of this utility model is to provide a kind of simple structure for bridge structure and equipment antidetonation, and excellent earthquake resistance is easy to use, safety, the antidetonation neoprene bearing that cost is low.
The utility model is to constitute like this; The Ji end of two " U " type energy comsuming devices is fixedly connected, the several layers steel plate is set in its cavity and is full of rubber, and wrap up one deck rubber in the whole appearance of " U " type energy comsuming device.
The utility model has the advantages that:
1, adopts " U " type energy comsuming device, increased the hysteresis performance of neoprene bearing, improved the dynamic shear modulus of bearing under big shear deformation, thereby improved the anti-seismic performance of neoprene bearing.
2, the utility model simple structure, easy to use, safe, cheap, anti-seismic performance is stable.
Accompanying drawing only is two embodiments of the present utility model, wherein
Fig. 1, antidetonation neoprene bearing structural drawing;
Fig. 2, perforate steel plate antidetonation neoprene bearing structural drawing.
Now in conjunction with the accompanying drawings the utility model is further described.
Fig. 1, antidetonation neoprene bearing structural drawing.With the Ji end of two " U " type energy comsuming devices 1 fixedly connected after, the several layers width is set in its cavity, length respectively less than with equal cavity width, the steel plate 2 of length, between the interval of steel plate 2 and steel plate 2 and " U " type energy comsuming device 1 inwall, be full of rubber 3, and at whole outer surface parcel one deck rubber 3 of " U " type energy comsuming device 1." U " type energy comsuming device 1 is made by atresia or porose steel plate.
Fig. 2, perforate steel plate aseismatic bearing structural drawing.Wherein " U " type energy comsuming device 4 is to be made by the steel plate that has oblong aperture.
During the utility model work, because " U " type energy comsuming device has good hysteresis performance, rubber has certain viscid characteristic, and both are combined, and vibrational energy is dissipated, and reaches the antidetonation purpose.

Claims (2)

1, antidetonation neoprene bearing, by " U " type energy comsuming device (1), steel plate (2), rubber (3) constitutes, it is characterized in that the Ji end of two " U " type energy comsuming devices (1) fixedly connected, several layers steel plate (2) is set in its cavity, is full of rubber (3), whole appearance parcel one deck rubber (3) of " U " shape energy comsuming device at steel plate interval and steel plate and " U " type energy comsuming device (1) inwall place.
2, antidetonation neoprene bearing according to claim 1 is characterized in that " U " type energy comsuming device (1) made by atresia or porose steel plate.
CN 91215532 1991-05-31 1991-05-31 Anti-shock rubber support base Granted CN2118858U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 91215532 CN2118858U (en) 1991-05-31 1991-05-31 Anti-shock rubber support base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 91215532 CN2118858U (en) 1991-05-31 1991-05-31 Anti-shock rubber support base

Publications (1)

Publication Number Publication Date
CN2118858U true CN2118858U (en) 1992-10-14

Family

ID=4923596

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 91215532 Granted CN2118858U (en) 1991-05-31 1991-05-31 Anti-shock rubber support base

Country Status (1)

Country Link
CN (1) CN2118858U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100363564C (en) * 2005-05-30 2008-01-23 南京工业大学 Pile tip displacement adjusting device
CN105832165A (en) * 2016-05-29 2016-08-10 合肥华普生物科技有限公司 Cushioning support for water dispenser
CN110438893A (en) * 2019-08-29 2019-11-12 招商局重庆交通科研设计院有限公司 A kind of bridge energy dissipating support
CN114293458A (en) * 2022-01-06 2022-04-08 中铁第五勘察设计院集团有限公司 Longitudinal beam falling prevention device, bridge and bridge construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100363564C (en) * 2005-05-30 2008-01-23 南京工业大学 Pile tip displacement adjusting device
CN105832165A (en) * 2016-05-29 2016-08-10 合肥华普生物科技有限公司 Cushioning support for water dispenser
CN110438893A (en) * 2019-08-29 2019-11-12 招商局重庆交通科研设计院有限公司 A kind of bridge energy dissipating support
CN114293458A (en) * 2022-01-06 2022-04-08 中铁第五勘察设计院集团有限公司 Longitudinal beam falling prevention device, bridge and bridge construction method
CN114293458B (en) * 2022-01-06 2023-11-17 中铁第五勘察设计院集团有限公司 Longitudinal beam falling prevention device, bridge and bridge construction method

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Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C14 Grant of patent or utility model
GR01 Patent grant
C15 Extension of patent right duration from 15 to 20 years for appl. with date before 31.12.1992 and still valid on 11.12.2001 (patent law change 1993)
RN01 Renewal of patent term
C17 Cessation of patent right
CX01 Expiry of patent term