CN2272458Y - Lead core rubber support - Google Patents

Lead core rubber support Download PDF

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Publication number
CN2272458Y
CN2272458Y CN 96219636 CN96219636U CN2272458Y CN 2272458 Y CN2272458 Y CN 2272458Y CN 96219636 CN96219636 CN 96219636 CN 96219636 U CN96219636 U CN 96219636U CN 2272458 Y CN2272458 Y CN 2272458Y
Authority
CN
China
Prior art keywords
lead core
utility
model
core rubber
rubber support
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 96219636
Other languages
Chinese (zh)
Inventor
庄军生
黎国清
张士臣
Original Assignee
铁道部科学研究院铁道建筑研究所
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 铁道部科学研究院铁道建筑研究所 filed Critical 铁道部科学研究院铁道建筑研究所
Priority to CN 96219636 priority Critical patent/CN2272458Y/en
Application granted granted Critical
Publication of CN2272458Y publication Critical patent/CN2272458Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a lead core rubber support, which is particularly suitable for being arranged between a bridge superstructure and a pier or in a building. The utility model is characterized in that a lead core is pressed in a laminated rubber bearing tightly. The utility model has the advantages that the function of the laminated rubber bearing is not influenced; the structural damage effect of a vibration load, such as an earthquake, can be reduced; thus, the bridge and the building protected.

Description

Lead core rubber support
The utility model is a kind of lead core rubber support, is specially adapted to be installed between bridge superstructure and the pier, or is installed in the building, can reduce vibrating load such as earthquake to the structural damage effect, protection bridge and building.
At present, domestic bridge all adopts steel support, common laminated rubber bearing or pot rubber bearing.The major defect of these bearings is: under vibrating load effects such as earthquake, seismic force effects is on bridge construction, and structure very easily suffers seismic damage.In building, then often do not establish bearing.
The purpose of this utility model is: provide a kind of and can change bridge and building damping characteristic, alleviate the lead core rubber support of seismic forces to its destruction.
The technical solution of the utility model is achieved in that and closely is pressed into lead for retractable pencil in the preformed hole of common laminated rubber bearing, with compact heap it compressed.The voussoir that compresses by the bearing center is connected with the upper bracket plate, links to each other with lower support plate by voussoir.
The utility model has the advantages that:
1. can increase the damping of bridge and whole building structure, improve the response to earthquake of bridge and building, the energy of dissipation earthquake reduces the active force of earthquake to bridge and building;
2. do not influence its function as bearing, the fulcrum place can produce displacement on request;
3. simple in structure, easy for installation, do not need maintenance.
Fig. 1 is the utility model lead core rubber support sectional drawing.
Describe the utility model in detail below in conjunction with accompanying drawing.
Rubber 1, steel sheet 2, steel plate 3 and steel plate 4 with holes are sulfided into a laminated rubber bearing that preformed hole is arranged, lead for retractable pencil 5 closely is pressed in the preformed hole, tighten and compress voussoir 6 and compact heap 7, the voussoir 8 of packing into covers upper bracket plate 9 and lower support plate 10.

Claims (2)

1, a kind of lead core rubber support, it is made up of rubber (1), steel sheet (2), upper bracket plate (9), lower support plate (10), it is characterized in that: closely be pressed into lead for retractable pencil (5) in the preformed hole of the laminated rubber bearing that steel plate with holes (3) and steel plate (4) are arranged.
2, lead core rubber support according to claim 1 is characterized in that: be provided with between steel plate with holes (3) and upper bracket plate (9) and compress voussoir (6); Between steel plate (4) and lower support plate (10), be provided with voussoir (8).
CN 96219636 1996-10-15 1996-10-15 Lead core rubber support Expired - Fee Related CN2272458Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 96219636 CN2272458Y (en) 1996-10-15 1996-10-15 Lead core rubber support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 96219636 CN2272458Y (en) 1996-10-15 1996-10-15 Lead core rubber support

Publications (1)

Publication Number Publication Date
CN2272458Y true CN2272458Y (en) 1998-01-14

Family

ID=33900183

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 96219636 Expired - Fee Related CN2272458Y (en) 1996-10-15 1996-10-15 Lead core rubber support

Country Status (1)

Country Link
CN (1) CN2272458Y (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101660585B (en) * 2009-09-27 2010-12-29 西安达盛隔震技术有限公司 Storage pot shock insulation rubber support
CN102605712A (en) * 2011-01-24 2012-07-25 上海勘测设计研究院 Tensile mechanism of plate type rubber supporting seat
CN103015312A (en) * 2011-09-20 2013-04-03 深圳市市政设计研究院有限公司 Multifunctional shock insulation device
CN103758211A (en) * 2013-12-20 2014-04-30 广西科技大学 Lead core rubber bearing
CN103981950A (en) * 2014-05-30 2014-08-13 无锡圣丰建筑新材料有限公司 Integrated shock absorption rubber support
CN107268426A (en) * 2017-05-26 2017-10-20 同济大学 Adaptive damping properties of lead-core rubber damper
CN107882403A (en) * 2011-11-30 2018-04-06 郝苏 A kind of ballistic support structure of antiseismic disaster similar with other
CN107881906A (en) * 2017-12-14 2018-04-06 西南交通大学 A kind of bridge earthquake resistance bridle iron

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101660585B (en) * 2009-09-27 2010-12-29 西安达盛隔震技术有限公司 Storage pot shock insulation rubber support
CN102605712A (en) * 2011-01-24 2012-07-25 上海勘测设计研究院 Tensile mechanism of plate type rubber supporting seat
CN102605712B (en) * 2011-01-24 2016-08-03 上海勘测设计研究院 Laminated rubber bearing tensile mechanism
CN103015312A (en) * 2011-09-20 2013-04-03 深圳市市政设计研究院有限公司 Multifunctional shock insulation device
CN107882403A (en) * 2011-11-30 2018-04-06 郝苏 A kind of ballistic support structure of antiseismic disaster similar with other
CN107882403B (en) * 2011-11-30 2021-02-05 郝苏 Protection bearing structure of earthquake and other similar disasters of resistance
CN103758211A (en) * 2013-12-20 2014-04-30 广西科技大学 Lead core rubber bearing
CN103981950A (en) * 2014-05-30 2014-08-13 无锡圣丰建筑新材料有限公司 Integrated shock absorption rubber support
CN107268426A (en) * 2017-05-26 2017-10-20 同济大学 Adaptive damping properties of lead-core rubber damper
CN107881906A (en) * 2017-12-14 2018-04-06 西南交通大学 A kind of bridge earthquake resistance bridle iron

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee