CN2701938Y - Double curved surface ball type shock mount - Google Patents

Double curved surface ball type shock mount Download PDF

Info

Publication number
CN2701938Y
CN2701938Y CNU2004200109398U CN200420010939U CN2701938Y CN 2701938 Y CN2701938 Y CN 2701938Y CN U2004200109398 U CNU2004200109398 U CN U2004200109398U CN 200420010939 U CN200420010939 U CN 200420010939U CN 2701938 Y CN2701938 Y CN 2701938Y
Authority
CN
China
Prior art keywords
slide plate
base plate
spherical surface
seat board
upper base
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 - Lifetime
Application number
CNU2004200109398U
Other languages
Chinese (zh)
Inventor
冯刚先
李建中
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.)
Luoyang Sunrui Special Equipment Co Ltd
Original Assignee
725th Research Institute of CSIC
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 725th Research Institute of CSIC filed Critical 725th Research Institute of CSIC
Priority to CNU2004200109398U priority Critical patent/CN2701938Y/en
Application granted granted Critical
Publication of CN2701938Y publication Critical patent/CN2701938Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Vibration Prevention Devices (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a double curved surface ball type shock mount. The concave spherical surface of the upper base plate (6) of the supporting base is welded and abutted on a spherical surface stainless steel slide plate (3); the outer side of the spherical surface of the upper base plate is fixedly connected to a positioning ring (2) through a shearing bolt (1); the upper convex surface of the middle base plate (5) is scarf-jointed with a tetrafluoride slide plate (4), and the lower convex surface of the middle base plate (5) is likewise welded and abutted with the spherical surface stainless steel slide plate (3); the concave spherical surface of the lower base plate (8) is scarf-jointed with the tetrafluoride slide plate (4). The double curved surface ball type shock mount has simple structure, unequivocal shock resistant principle, and good durability, containing no aging material, such as rubber, etc.; the double curved surface ball type shock mount is adequate for bridges or other buildings having shock resistant requirement.

Description

Hyperboloid spheroidal bearer of shock absorption and insulation
Technical field:
The utility model relates to the aseismatic bearing structure and the device of bridge and other building, a kind of hyperboloid spheroidal bearer of shock absorption and insulation.
Background technology:
At present, the domestic antishock device that is used for bridge and other building mainly contains lead-rubber aseismatic bearing, polyurethane spring spherical bearing and big friction factor aseismatic bearing etc., all has weak point.
The lead-rubber aseismatic bearing, reason such as relatively poor owing to durability, that supporting capacity is little, environment pollution is serious will be eliminated gradually;
The polyurethane spring spherical bearing, because poor durability, to bend the back displacement little, physical dimension is big again, is subjected to certain limitation in the use;
Big friction factor aseismatic bearing, because it is bigger to be delivered to the earthquake lateral force of substructure, only relies on the friction pair earthquake energy of big friction factor, and restoring force can not be provided, can only use as a kind of anti-seismic construction, and actual anti seismic efficiency does not satisfy the structure designing requirement yet.
Summary of the invention:
In order to overcome the defective of above-mentioned existence, the utility model provides a kind of hyperboloid spheroidal bearer of shock absorption and insulation, with solve press on the engineering have good endurance, supporting capacity height, size little, bend the problem that the back displacement is big, bend the antidetonation shock attenuation bearing of high comprehensive performances such as back rigidity is suitable, satisfying has the bridge of shockproof requirements and the demand of other building.
The utility model is to adopt following technical scheme to solve:
Described hyperboloid spheroidal bearer of shock absorption and insulation, it is made up of upper base plate, middle seat board, following seat board, slide plate, and the concave spherical surface welding of the upper base plate of this bearing pastes sphere stainless steel slide plate, and the upper base plate concave spherical surface outside is by the fixedly connected spacing ring of shearing bolt; Be inlaid with the tetrafluoro slide plate on the last convex surface of middle seat board, the same welding of the following convex surface of middle seat board pastes sphere stainless steel slide plate; Be inlaid with the tetrafluoro slide plate on the concave spherical surface of following seat board.
Described hyperboloid spheroidal bearer of shock absorption and insulation, the concave spherical surface of its upper base plate are the long radius sphere.
Described hyperboloid spheroidal bearer of shock absorption and insulation, its tetrafluoro slide plate are the filled polytetrafluoroethylene composite sandwich plate that burst is inlayed.
Described hyperboloid spheroidal bearer of shock absorption and insulation is provided with the dust seal skirt between its upper base plate and the following seat board.
Owing to adopted technique scheme, the utlity model has following good effect:
Hyperboloid spheroidal bearer of shock absorption and insulation can play the effect of common bearing on the one hand, and the upper load that is about to bridge or other building passes to substructure equably, absorbs superstructure simultaneously because of creeping and caused telescopic displacement of variations in temperature and rotation; Can play on the other hand and subtract function of shock insulation, promptly when earthquake takes place,, reduce or isolate the influence of earthquake bridge or structure by special device.
Technically, the utility model solved for a long time China lack good endurance, restoring force strong, bend the big aseismatic bearing of back displacement for a difficult problem of using on the engineering;
From economically, use hyperboloid spheroidal bearer of shock absorption and insulation, structure is taken precautions against natural calamities, especially the antidetonation of bridge has very important significance.
The characteristics of hyperboloid spheroidal bearer of shock absorption and insulation are: simple in structure, the antidetonation principle is clear and definite, does not contain easily aging materials such as rubber, good endurance.
Description of drawings:
Fig. 1 is the structural representation of hyperboloid spheroidal bearer of shock absorption and insulation.
Among the figure: 1-shearing bolt, 2-spacing ring, 3-sphere stainless steel slide plate, 4-tetrafluoro slide plate, seat board among the 5-, 6-upper base plate, 7-dust seal skirt, seat board under the 8-.
The specific embodiment:
Hyperboloid spheroidal bearer of shock absorption and insulation is on the basis of common spherical bearing, replaces the planar friction pair with long radius sphere friction pair, and shearing bolt is set and a kind of novel bearing that forms.Be mainly used in bridge and other building of shockproof requirements.
As shown in fig. 1, hyperboloid spheroidal bearer of shock absorption and insulation mainly is made up of upper base plate (6), middle seat board (5), following seat board (8), sphere stainless steel slide plate (3), tetrafluoro slide plate (4), shearing bolt (1), spacing ring (2) and dust seal skirt several parts such as (7).The concave spherical surface welding of upper base plate (6) pastes sphere stainless steel slide plate (3), and the upper base plate concave spherical surface outside is by the fixedly connected spacing ring of shearing bolt (1) (2).The last convex surface of middle seat board (5) is inlayed tetrafluoro slide plate (4), form sliding friction pair with the sphere stainless steel slide plate (3) of upper base plate concave spherical surface, the same welding of the following convex surface of middle seat board (5) pastes sphere stainless steel slide plate (3), form sliding friction pair with the tetrafluoro slide plate of inlaying on the concave spherical surface of following seat board (8) (4), the filled polytetrafluoroethylene composite sandwich plate that tetrafluoro slide plate (4) adopts burst to inlay.Adopt dust seal skirt (7) to seal between upper base plate of bearing (6) and the following seat board (8).
Hyperboloid spheroidal bearer of shock absorption and insulation adopts long radius sphere friction pair to replace the planar friction pair on common spherical bearing top, make when earthquake takes place, conversion and friction consumed energy by kinetic energy and potential energy prolong the vibrations cycle, thereby reduce the influence of earthquake to structure; The composite intermediate layer sliding plate with filled polytetrafluoroethyland that adopts burst to inlay replaces conventional bearing and uses the pure polytetrafluoroethylene (PTFE) slide plate of pasting, and has improved anti-pressure ability, has reduced friction factor, has reduced wear rate and compression creep; On the concave, convex sphere, replace common spherical bearing durionise layer on protruding sphere with pasting the stainless steel slide plate, friction, the polishing machine of assurance friction pair stablized constant, the application life of having improved bearing; The method that the tetrafluoro standard slide plate of employing different surfaces state carries out mixing can accurately be adjusted the friction factor size by subtracting the shock insulation requirement.
The shock insulation principle that subtracts of hyperboloid spheroidal bearer of shock absorption and insulation is, when earthquake generation and lateral force surpassed set-point, shearing bolt was cut off, and the cross spacing constraint of bearing is disengaged, long radius sphere friction pair laterally can be free to slide, thereby the kinetic energy that earthquake is produced is converted to potential energy.Simultaneously, in slipping, frictional resistance consumes a part of earthquake energy again.Like this, reach the effect of damping, prolonged earthquake period; And potential energy can form restoring force, and bearing is resetted.

Claims (4)

1, a kind of hyperboloid spheroidal bearer of shock absorption and insulation, form by upper base plate, middle seat board, following seat board, slide plate, it is characterized in that: the concave spherical surface welding of the upper base plate of this bearing (6) pastes sphere stainless steel slide plate (3), and the upper base plate concave spherical surface outside is by the fixedly connected spacing ring of shearing bolt (1) (2); Be inlaid with tetrafluoro slide plate (4) on the last convex surface of middle seat board (5), the same welding of the following convex surface of middle seat board (5) pastes sphere stainless steel slide plate (3); Be inlaid with tetrafluoro slide plate (4) on the concave spherical surface of following seat board (8).
2, hyperboloid spheroidal bearer of shock absorption and insulation according to claim 1 is characterized in that: the concave spherical surface of the upper base plate of this bearing (6) is the long radius sphere.
3, hyperboloid spheroidal bearer of shock absorption and insulation according to claim 1 is characterized in that: the filled polytetrafluoroethylene composite sandwich plate that the tetrafluoro slide plate (4) of this bearing is inlayed for burst.
4, hyperboloid spheroidal bearer of shock absorption and insulation according to claim 1 is characterized in that: be provided with dust seal skirt (7) between upper base plate of this bearing (6) and the following seat board (8).
CNU2004200109398U 2004-06-02 2004-06-02 Double curved surface ball type shock mount Expired - Lifetime CN2701938Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2004200109398U CN2701938Y (en) 2004-06-02 2004-06-02 Double curved surface ball type shock mount

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2004200109398U CN2701938Y (en) 2004-06-02 2004-06-02 Double curved surface ball type shock mount

Publications (1)

Publication Number Publication Date
CN2701938Y true CN2701938Y (en) 2005-05-25

Family

ID=34768474

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2004200109398U Expired - Lifetime CN2701938Y (en) 2004-06-02 2004-06-02 Double curved surface ball type shock mount

Country Status (1)

Country Link
CN (1) CN2701938Y (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101532316B (en) * 2009-04-15 2010-12-08 王海飙 A parallel motion lead core rubber friction pendulum compound vibration isolator
CN103741799A (en) * 2014-01-21 2014-04-23 王洪森 Anti-seismic structure device
CN104088223A (en) * 2014-06-10 2014-10-08 成都新筑展博环保科技有限公司 Damping and seismic insulation spherical bearing
CN104088222A (en) * 2014-06-10 2014-10-08 成都新筑展博环保科技有限公司 Damping and shock insulating spherical fixing support
CN104929245A (en) * 2015-07-06 2015-09-23 华中科技大学 Negative-rigidity seismic isolation support
CN106193749A (en) * 2016-08-30 2016-12-07 山东省交通规划设计院 A kind of tuning damping system
CN106193357A (en) * 2016-08-30 2016-12-07 山东省交通规划设计院 A kind of tuning liquid, quality damping vibration attenuation apparatus
CN107142841A (en) * 2017-06-02 2017-09-08 洛阳双瑞特种装备有限公司 A kind of damping tension and compression spherical bearing with girder falling function
CN112854468A (en) * 2021-03-02 2021-05-28 陆寿仙 High-pressure grease shock insulation support

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101532316B (en) * 2009-04-15 2010-12-08 王海飙 A parallel motion lead core rubber friction pendulum compound vibration isolator
CN103741799A (en) * 2014-01-21 2014-04-23 王洪森 Anti-seismic structure device
CN104088223A (en) * 2014-06-10 2014-10-08 成都新筑展博环保科技有限公司 Damping and seismic insulation spherical bearing
CN104088222A (en) * 2014-06-10 2014-10-08 成都新筑展博环保科技有限公司 Damping and shock insulating spherical fixing support
CN104929245A (en) * 2015-07-06 2015-09-23 华中科技大学 Negative-rigidity seismic isolation support
CN106193749A (en) * 2016-08-30 2016-12-07 山东省交通规划设计院 A kind of tuning damping system
CN106193357A (en) * 2016-08-30 2016-12-07 山东省交通规划设计院 A kind of tuning liquid, quality damping vibration attenuation apparatus
CN107142841A (en) * 2017-06-02 2017-09-08 洛阳双瑞特种装备有限公司 A kind of damping tension and compression spherical bearing with girder falling function
CN107142841B (en) * 2017-06-02 2023-03-24 中船双瑞(洛阳)特种装备股份有限公司 Shock attenuation is drawn and is pressed ball-type support with prevent falling roof beam function
CN112854468A (en) * 2021-03-02 2021-05-28 陆寿仙 High-pressure grease shock insulation support

Similar Documents

Publication Publication Date Title
CN1873124A (en) Hyperboloid spheroidal bearer of shock absorption and insulation
CN2701938Y (en) Double curved surface ball type shock mount
CN102337761A (en) Ball disc spring shock isolation device
CN201395764Y (en) Universal spherical cast seismic isolation bearing
CN204825622U (en) Elastoplasticity steel damping benzvalene form support is pulled out to tensile
CN102286917A (en) Multifunctional isolation bridge bearing
CN201433352Y (en) Pull-press spherical surface rotating support
CN104878688A (en) Spherical wind-resistant bridge support
CN201212127Y (en) Antivibration support abutment for energy dissipating type bridge
CN2705494Y (en) Shock-proof damper ball type support base
CN202644388U (en) A combined-type spherical steel bearing
CN207032018U (en) A kind of municipal bridge buffer unit
CN207364163U (en) A kind of combined type three-dimensional intelligent shock-isolation bearing
CN112195762A (en) Compound friction pendulum shock insulation support based on hydraulic damper
CN203066244U (en) Tensile, crush resistance and seismic isolation supporting base
CN201534955U (en) Spheroidal steel support saddle
CN100362169C (en) Ball-type lead core damped steel support stand
CN110847024A (en) Composite energy consumption seismic isolation and reduction device
CN202899031U (en) Seismic mitigation and isolation anti-girder-fall supporting seat
CN206591427U (en) A kind of novel bridge damping device
CN2693818Y (en) Spherical steel bearing with lead core damping
CN210712532U (en) Two-way post-earthquake self-resetting seismic mitigation and isolation support
CN113123482A (en) Self-resetting spherical groove energy dissipation and shock absorption support
CN2685420Y (en) Building shockproof support
CN203654163U (en) Wavy elastic-plastic steel damping spherical bearing capable of sliding bi-directionally

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: LUOYANG SHUANGRUI STEEL TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: NO.CHINA SHIPBUILDING INDUSTRY GROUP CO.LTD. 725 INSTITUTE

Effective date: 20081031

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20081031

Address after: No. 32 Binhe Road, hi tech Development Zone, Henan, Luoyang Province: 471000

Patentee after: Luoyang Shuangrui Special Steel Technology Co., Ltd.

Address before: No. 21, Xiyuan Road, Henan, Luoyang Province, China: 471039

Patentee before: No.725 Inst. China Shipping Heavy Industry Group Corp.

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20090206

Address after: No. 32 Binhe Road, hi tech Development Zone, Henan, Luoyang Province: 471000

Patentee after: Luoyang Shuangrui Special Equipment Co., Ltd.

Address before: No. 32 Binhe Road, hi tech Development Zone, Henan, Luoyang Province: 471000

Patentee before: Luoyang Shuangrui Special Steel Technology Co., Ltd.

ASS Succession or assignment of patent right

Owner name: LUOYANG SHUANGRUI SPECIAL EQUIPMENTS CO., LTD.

Free format text: FORMER OWNER: LUOYANG SHUANGRUI STEEL TECHNOLOGY CO., LTD.

Effective date: 20090206

C17 Cessation of patent right
CX01 Expiry of patent term

Expiration termination date: 20140602

Granted publication date: 20050525