CN206408518U - A kind of self-balancing sheet-type support - Google Patents

A kind of self-balancing sheet-type support Download PDF

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Publication number
CN206408518U
CN206408518U CN201720028612.0U CN201720028612U CN206408518U CN 206408518 U CN206408518 U CN 206408518U CN 201720028612 U CN201720028612 U CN 201720028612U CN 206408518 U CN206408518 U CN 206408518U
Authority
CN
China
Prior art keywords
bearing
laminated rubber
spring
crab
bolt
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.)
Withdrawn - After Issue
Application number
CN201720028612.0U
Other languages
Chinese (zh)
Inventor
李殷堂
邹湘衡
郑世杰
杨惠如
周勇
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.)
China Shipbuilding NDRI Engineering Co Ltd
Original Assignee
China Shipbuilding NDRI Engineering 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 China Shipbuilding NDRI Engineering Co Ltd filed Critical China Shipbuilding NDRI Engineering Co Ltd
Priority to CN201720028612.0U priority Critical patent/CN206408518U/en
Application granted granted Critical
Publication of CN206408518U publication Critical patent/CN206408518U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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

Abstract

The utility model discloses a kind of self-balancing sheet-type support, it is characterized in using the laminated rubber bearing provided with spring, and be fixed and be arranged in the middle of upper and lower bearing steel plate by crab-bolt, the laminated rubber bearing is the cylinder of circular or rectangle, mounting hole of its center provided with axial direction;The spring is arranged in mounting hole and is integrated with laminated rubber bearing, and adjusts the pretightning force of spring and laminated rubber bearing by crab-bolt, realizes the self-balancing of bearing stress state.The utility model is compared with prior art with while meeting resistant slide performance requirement, without limiting the reasonable deformation of bearing serviceability limit stage and producing Planar Mechanisms influence to beam body and bearing horizontal displacement, the overall anti-slipping property of the stress level and bearing that adjust spring and laminated rubber bearing by crab-bolt can be to meet actual loading demand, improve the overall anti-slipping property energy of bearing, used on the resistant slide bearing for being especially suitable for Short/Medium Span Bridge, it is simple in construction, it is easy for installation.

Description

A kind of self-balancing sheet-type support
Technical field
The utility model is related to technical field of bridge engineering, especially it is a kind of adapt to Short/Medium Span Bridge resistant slide from Balance sheet-type support.
Background technology
Common laminated rubber bearing is because the reason such as its comprehensive cost is cheap and construction method is cheap is in science of bridge building, especially It is to be used widely in Short/Medium Span Bridge engineering.Two important indicators of common laminated rubber bearing type selecting are respectively bearing Maximum vertical bearing capacity and minimum resistant slide bearing capacity, are accounted for for part deadweight relatively light or serviceability limit stage variable load effect The larger Short/Medium Span Bridge of standard combination load effect, bearing maximum vertical bearing capacity and minimum resistant slide bearing capacity often without Method meets the requirements of type selecting of bearing simultaneously, and existing product is solution problems typically all using enhancing bearing and the bonding of beam body Performance and enhancing bearing level are to rigidity.
The problem of prior art is present is that also limit bearing while bearing anti-slipping property energy is strengthened normally uses rank The reasonable deformation of section, easily produces Planar Mechanisms to beam body.
Utility model content
A kind of self-balancing sheet-type support that the purpose of this utility model is in view of the shortcomings of the prior art and designed, using setting Put the laminated rubber bearing of spring, and the pretightning force of bearing adjusted by crab-bolt, make spring and laminated rubber bearing formed it is common by Pressure, realizes the self equilibrium systemses of bearing, optimizes the stress state of laminated rubber bearing, it is ensured that pedestal frictional force is to meet antiskid Performance requirement is moved, Planar Mechanisms influence is produced without the horizontal displacement on bearing, the overall anti-slipping property energy of bearing, knot is substantially increased Structure is simple, easy for installation, preferably resolves prior art and also limit bearing just while bearing anti-slipping property energy is strengthened The problem of reasonable deformation of normal service stage and the easy generation Planar Mechanisms to beam body.
What the purpose of this utility model was realized in:A kind of self-balancing sheet-type support, including by laminated rubber bearing with The bearing of upper and lower bearing steel plate composition, is characterized in using the laminated rubber bearing provided with spring, and is fixed and sets by crab-bolt Put in the middle of upper and lower bearing steel plate, the laminated rubber bearing is the cylinder of circular or rectangle, installation of its center provided with axial direction Hole;The spring is arranged in mounting hole and is integrated with laminated rubber bearing, and adjusts spring and laminated rubber bearing by crab-bolt Pretightning force, realize the self-balancing of bearing stress state.
The flexible dust-proof sleeve of the spring peripheral hardware.
The utility model has while improving and meeting resistant slide performance requirement compared with prior art, without limiting The reasonable deformation of bearing serviceability limit stage and Planar Mechanisms influence is produced on beam body and bearing horizontal displacement, adjusted by crab-bolt The overall anti-slipping property of the stress level and bearing of spring and laminated rubber bearing can be greatly improved with meeting actual loading demand The overall anti-slipping property energy of bearing, is especially suitable for the use of Short/Medium Span Bridge resistant slide bearing, simple in construction, easy for installation, Manufacturing cost is low.
Brief description of the drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is Fig. 1 A-A profiles;
Fig. 3 is the utility model concrete application schematic diagram.
Embodiment
Refering to 1 ~ accompanying drawing of accompanying drawing 2, the utility model is by laminated rubber bearing 6 and 2 groups of upper bracket steel plate 1 and undersetting steel plate Into the laminated rubber bearing 6 is the cylinder of circular or rectangle, mounting hole 7 of its center provided with axial direction;The spring 4 is set It is integrated in mounting hole 7 and with laminated rubber bearing 6;The flexible dust-proof sleeve 5 of the peripheral hardware of spring 4;It is described to be provided with bullet The laminated rubber bearing 6 of spring 4 is fixed by crab-bolt 3 to be arranged in the middle of upper bracket steel plate 1 and undersetting steel plate 2, and by crab-bolt 3 The pretightning force of spring 4 and laminated rubber bearing 6 is adjusted, to realize the self-balancing of bearing stress state.
It is refering to accompanying drawing 3, upper bracket steel plate 1 and crab-bolt 3 and bridge beam body 8 is common prefabricated, then bearing lower steel plate 2 is placed in Installation site, laminated rubber bearing 6 is placed in the center of bearing lower steel plate 2, and the dust-proof sleeve 5 of elasticity is arranged on into spring It is positioned over outside 4 and together in the mounting hole 7 of laminated rubber bearing 6, then lifts bridge beam body 8 to installation site with spring 4, Crab-bolt 3 passes through the bolt hole of bearing lower steel plate 2, after correction bridge beam body 8 position is errorless, screws the nut of crab-bolt 3, until crab-bolt 3 reach default tension, complete bearing and install.
The utility model screws generation pretightning force using crab-bolt 3 by nut, and pretightning force is by the spring 4 that is pressurized and board-like Rubber support 6 is balanced, and spring 4 and the pressure of laminated rubber bearing 6 are by both ratio of rigidity distribution, and crab-bolt 3 answers direction across bridge arrangement to subtract The small rotational restraint to bearing, spring 4 as compression body on bearing rotating property and level to detrusion substantially without influence.Bullet Spring 4 and the common stress of association of the formation of laminated rubber bearing 6, and actual loading demand can be met by adjusting its ratio of rigidity Stress level, improve the overall anti-slipping property energy of bearing.By crab-bolt 3, spring 4 and the synergy of laminated rubber bearing 6 with Support stiffness, stress state and anti-slipping property energy are adjusted, it is tension member, spring 4 and board-like rubber that it, which focuses on crab-bolt 3, The bearing self equilibrium systemses for the pressure containing part composition that bearing 6 is integrated, by adjusting the diameter of crab-bolt 3, the rigidity of spring 4 and board-like rubber The physical dimension of bearing 6 is to control the integral rigidity of bearing, by adjusting the ratio of rigidity of spring 4 and laminated rubber bearing 6 to control Sheet-type support stress state.The vertical rigidity of the crab-bolt 3 regulation spring 4 and laminated rubber bearing 6, by adjust vertical force with Bearing anti-slipping property energy is met, but to deformation Planar Mechanisms influence is not formed to bearing level.
Simply the utility model is further described above, and is not used to limit this patent, all is the utility model Equivalence enforcement, is intended to be limited solely by within the right of this patent.

Claims (2)

1. a kind of self-balancing sheet-type support, including by laminated rubber bearing(6)With upper bracket steel plate(1)With undersetting steel plate(2) The bearing of composition, it is characterised in that provided with spring(4)Laminated rubber bearing(6)By crab-bolt(3)It is fixed and is arranged on branch Seat steel plate(1)With undersetting steel plate(2)Centre, the laminated rubber bearing(6)For the cylinder of circular or rectangle, its center is provided with The mounting hole of axial direction(7);The spring(4)It is arranged on mounting hole(7)Interior and laminated rubber bearing(6)It is integrated, and by crab-bolt (3)Adjust spring(4)And laminated rubber bearing(6)Pretightning force, realize the self-balancing of bearing stress state.
2. self-balancing sheet-type support according to claim 1, it is characterised in that the spring(4)The flexible dirt-proof boot of peripheral hardware Cylinder(5).
CN201720028612.0U 2017-01-11 2017-01-11 A kind of self-balancing sheet-type support Withdrawn - After Issue CN206408518U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720028612.0U CN206408518U (en) 2017-01-11 2017-01-11 A kind of self-balancing sheet-type support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720028612.0U CN206408518U (en) 2017-01-11 2017-01-11 A kind of self-balancing sheet-type support

Publications (1)

Publication Number Publication Date
CN206408518U true CN206408518U (en) 2017-08-15

Family

ID=59555088

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720028612.0U Withdrawn - After Issue CN206408518U (en) 2017-01-11 2017-01-11 A kind of self-balancing sheet-type support

Country Status (1)

Country Link
CN (1) CN206408518U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106835959A (en) * 2017-01-11 2017-06-13 中船第九设计研究院工程有限公司 A kind of self-balancing sheet-type support

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106835959A (en) * 2017-01-11 2017-06-13 中船第九设计研究院工程有限公司 A kind of self-balancing sheet-type support
CN106835959B (en) * 2017-01-11 2019-02-19 中船第九设计研究院工程有限公司 A kind of self-balancing sheet-type support

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GR01 Patent grant
GR01 Patent grant
AV01 Patent right actively abandoned
AV01 Patent right actively abandoned

Granted publication date: 20170815

Effective date of abandoning: 20190219