CN106429720A - Guide rail module with vibration damping function - Google Patents

Guide rail module with vibration damping function Download PDF

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Publication number
CN106429720A
CN106429720A CN201610906551.3A CN201610906551A CN106429720A CN 106429720 A CN106429720 A CN 106429720A CN 201610906551 A CN201610906551 A CN 201610906551A CN 106429720 A CN106429720 A CN 106429720A
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CN
China
Prior art keywords
guide rail
vibration
absorbing
damping function
back side
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
CN201610906551.3A
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Chinese (zh)
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CN106429720B (en
Inventor
刘磊
郭有松
韦方平
吴循真
李德锋
伍昕
曹杰
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.)
Special Equipment Safety Supervision Inspection Institute of Jiangsu Province
Special Equipment Safety Supervision Inspection Institute of Jiangsu Province Changzhou Branch
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Special Equipment Safety Supervision Inspection Institute of Jiangsu Province Changzhou Branch
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Priority to CN201610906551.3A priority Critical patent/CN106429720B/en
Publication of CN106429720A publication Critical patent/CN106429720A/en
Application granted granted Critical
Publication of CN106429720B publication Critical patent/CN106429720B/en
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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B7/00Other common features of elevators
    • B66B7/02Guideways; Guides
    • B66B7/023Mounting means therefor
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/08Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with rubber springs ; with springs made of rubber and metal

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Cage And Drive Apparatuses For Elevators (AREA)
  • Sewing Machines And Sewing (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The invention relates to the technical field of vibration reduction of elevator guide rails, in particular to a guide rail module with the vibration damping function. The guide rail module with the vibration damping function comprises a T-shaped guide rail, wherein a vibration absorption damping bar in the length direction of the guide rail is installed on the back side of the guide rail, a notch is formed in the middle of the vibration absorption damping bar, a power vibration absorption mechanism which is arranged according to the first-order natural frequency of the guide rail is further installed on the back side of the guide rail, the power vibration absorption mechanism mainly comprises an L-shaped support, a vibration absorption spring and a vibration absorption mass block, the L-shaped support is embedded in the notch and fixed to the back side of the guide rail, the vibration absorption mass block is placed on the transverse beam of the L-shaped support, one end of the vibration absorption spring is connected with the vertical beam of the L-shaped support, and the other end of the vibration absorption spring is connected with the vibration absorption mass block. With the guide rail module with the vibration damping function, the maximum amplitude can be reduced, and also, the effect of reducing vibration is achieved.

Description

A kind of rail module with vibration-damping function
Technical field
The present invention relates to the technical field of cage guide vibration damping, especially a kind of rail module with vibration-damping function.
Background technology
Cage guide is the elevator structures being made up of rail and connecting plate, and it is divided into car guide rail and counter weight guide track.Guide rail While playing the guiding role, also subject to impulsive force when car and elevator brake etc..
Generally, the distance of adjacent rails support is 2.5m, to produce vibration, amplitude when boots relative motion on guide rail is led Maximum is the centre position of adjacent stent.However, the damped coefficient of existing majority cage guide is relatively low, vibration is obvious, shakes Larger.
Content of the invention
The technical problem to be solved in the present invention is:In order to overcome the deficiencies in the prior art, provide a kind of have subtract The rail module of function of shaking, reduces peak swing, reaches effectiveness in vibration suppression.
The technical solution adopted for the present invention to solve the technical problems is:A kind of rail module with vibration-damping function, bag The guide rail of T font is included, the back side of guide rail is provided with the absorbing amortisseur bar that goes up along its length, the centre position of absorbing amortisseur bar Place opens up jagged;The back side of guide rail is also equipped with the dynamic absorber mechanism according to its first natural frequency, dynamic absorber mechanism Mainly it is made up of L bracket, vibration absorbing spring and absorbing mass, L bracket is embedded in breach and is fixed on the back side of guide rail, Absorbing mass is placed on the crossbeam of L bracket, and one end of vibration absorbing spring is connected with the longeron of L bracket, vibration absorbing spring The other end be connected with absorbing mass.
Limit further, absorbing amortisseur bar described in technique scheme is made up of rubber.
Limit further, described in technique scheme, vibration absorbing spring uses extension spring.
Limit further, absorbing amortisseur bar described in technique scheme is fastened on by several bolts and several nuts The back side of guide rail.
Limit further, L bracket described in technique scheme is fastened on by several bolts and several nuts and leads The back side of rail.
Limit further, the bottom of absorbing mass described in technique scheme is provided with several scroll wheels.
The invention has the beneficial effects as follows:The rail module has advantages below:
First, pass through to increase absorbing amortisseur bar at the back side of guide rail, the damped coefficient of guide rail can be effectively increased, be reduced maximum and shake Width;
2nd, according to the first natural frequency of guide rail, increase dynamic absorber mechanism in the middle position of rail back, that is, exist Rail back increases mass spring resonance system, and thus decay guide rail is reached due to leading the single order vibration that boots impact shock causes Effectiveness in vibration suppression.
Description of the drawings
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing There is accompanying drawing to be used needed for technology description to do simply to introduce.
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the sectional view in Fig. 1 at A-A.
Being numbered in accompanying drawing:1st, guide rail;2nd, absorbing amortisseur bar;3rd, L bracket;4th, vibration absorbing spring;5th, absorbing mass; 6th, bolt;7th, nut;8th, scroll wheel.
Specific embodiment
The present invention is further described with reference to the accompanying drawings and examples, the composition represented by example below whole in Appearance is not limited to necessary to the solution as the invention described in claim.
See Fig. 1 and Fig. 2, a kind of rail module with vibration-damping function, including the guide rail 1 of T font, the back side peace of guide rail 1 Equipped with the absorbing amortisseur bar 2 that goes up along its length, absorbing amortisseur bar 2 is made up of rubber.Absorbing amortisseur bar 2 is by several bolts 6 back sides for being fastened on guide rail 1 with several nuts 7, bolt 6 uses hex bolts, and nut 7 uses hex nut. By increasing absorbing amortisseur bar 2 at the back side of guide rail 1, the damped coefficient of guide rail 1 can be effectively increased, reduce peak swing.
The middle position of absorbing amortisseur bar 2 opens up jagged;The back side of guide rail 1 is also equipped with according to the intrinsic frequency of its single order The dynamic absorber mechanism of rate, dynamic absorber mechanism is mainly made up of L bracket 3, vibration absorbing spring 4 and absorbing mass 5, absorbing bullet Spring 4 uses extension spring, and the bottom of absorbing mass 5 is provided with several scroll wheels 8.L bracket 3 is embedded in breach and solid The back side of guide rail 1 is scheduled on, L bracket 3 is fastened on the back side of guide rail 1 by several bolts 6 and several nuts 7.Absorbing quality Block 5 is placed on the crossbeam of L bracket 3, and one end of vibration absorbing spring 4 is connected with the longeron of L bracket 3, vibration absorbing spring 4 another One end is connected with absorbing mass 5.Cage guide for different model can select different vibration absorbing spring 4 and different Absorbing mass 5 constitutes a series of guide rail vibration modules.According to the first natural frequency of guide rail 1, in the interposition at 1 back side of guide rail Putting place increases dynamic absorber mechanism, i.e., increase mass spring resonance system at 1 back side of guide rail, and thus decay guide rail 1 is due to leading boots The single order vibration that impact shock causes, reaches effectiveness in vibration suppression.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize or use the present invention. Multiple modifications to these embodiments will be apparent for those skilled in the art, as defined herein General Principle can be realized without departing from the spirit or scope of the present invention in other embodiments.Therefore, the present invention The embodiments shown herein is not intended to be limited to, and is to fit to and principles disclosed herein and features of novelty phase one The most wide scope for causing.

Claims (6)

1. a kind of rail module with vibration-damping function, it is characterised in that:Guide rail (1) including T font, the back side of guide rail (1) The absorbing amortisseur bar (2) that goes up along its length is installed, the middle position of absorbing amortisseur bar (2) opens up jagged;Guide rail (1) the back side is also equipped with the dynamic absorber mechanism according to its first natural frequency, and dynamic absorber mechanism is mainly by L bracket (3), vibration absorbing spring (4) and absorbing mass (5) composition, L bracket (3) is embedded in breach and is fixed on the back of the body of guide rail (1) Face, absorbing mass (5) is placed on the crossbeam of L bracket (3), one end of vibration absorbing spring (4) and the longeron of L bracket (3) It is connected, the other end of vibration absorbing spring (4) is connected with absorbing mass (5).
2. a kind of rail module with vibration-damping function according to claim 1, it is characterised in that:The absorbing amortisseur bar (2) it is made up of rubber.
3. a kind of rail module with vibration-damping function according to claim 1, it is characterised in that:The vibration absorbing spring (4) extension spring is used.
4. a kind of rail module with vibration-damping function according to claim 1, it is characterised in that:The absorbing amortisseur bar (2) back side of guide rail (1) is fastened on by several bolts (6) and several nuts (7).
5. a kind of rail module with vibration-damping function according to claim 1, it is characterised in that:L bracket (3) The back side of guide rail (1) is fastened on by several bolts (6) and several nuts (7).
6. a kind of rail module with vibration-damping function according to claim 1, it is characterised in that:The absorbing mass (5) bottom is provided with several scroll wheels (8).
CN201610906551.3A 2016-10-18 2016-10-18 A kind of rail module with vibration-damping function Active CN106429720B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610906551.3A CN106429720B (en) 2016-10-18 2016-10-18 A kind of rail module with vibration-damping function

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Application Number Priority Date Filing Date Title
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CN106429720A true CN106429720A (en) 2017-02-22
CN106429720B CN106429720B (en) 2019-01-04

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107218328A (en) * 2017-04-27 2017-09-29 株洲中车时代电气股份有限公司 Track traffic current transformer oscillation damping method and design method based on dynamic absorber
CN108502672A (en) * 2018-06-29 2018-09-07 湖州安讯达电梯科技有限公司 Adapt to the guide rail bracket of elevator of sedimentation
CN113309813A (en) * 2021-06-01 2021-08-27 大连理工大学 Semi-active vibration absorption and energy dissipation control system for restraining vortex-induced vibration of bridge
CN113503334A (en) * 2021-07-30 2021-10-15 上海三菱电梯有限公司 Method for reducing vibration of guide rail
CN115057321A (en) * 2022-06-24 2022-09-16 四川大学 Low noise elevator guide rail structure and elevator gives sound insulation

Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB395701A (en) * 1932-01-18 1933-07-18 Charles Edward Inglis A device for damping the oscillations of bridges and the like structures
US4355578A (en) * 1978-04-17 1982-10-26 Fried. Krupp Huttenwerke Ag Railway wheels and rails damping structures
JPH07157240A (en) * 1993-12-09 1995-06-20 Mitsubishi Electric Corp Hydraulic elevator device
CN2202340Y (en) * 1994-04-10 1995-06-28 沈生福 Projecting apparatus with simple periodic vibration
EP0673873A1 (en) * 1993-10-07 1995-09-27 Kabushiki Kaisha Toshiba Damping device for elevators
JP2522044B2 (en) * 1989-04-26 1996-08-07 三菱電機株式会社 Guide rail support device for elevator
JPH1077172A (en) * 1996-09-04 1998-03-24 Toshiba Fa Syst Eng Kk Elevator
JP2002338168A (en) * 2001-05-15 2002-11-27 Mitsubishi Electric Corp Guide rail device for elevator
CN1576223A (en) * 2003-06-25 2005-02-09 因温特奥股份公司 Fastening element for elevator guide rails
CN101024981A (en) * 2007-02-15 2007-08-29 尹学军 Split vibration-isolation device and use
CN102296966A (en) * 2011-06-29 2011-12-28 同济大学 Rail transit-public building co-constructed structure bottom concrete vibration absorption method
CN203568630U (en) * 2013-09-27 2014-04-30 马登华 Vibration and noise reduction device of elevator guide rail
CN203998522U (en) * 2014-09-02 2014-12-10 韦伯电梯有限公司 Cage guide shock attenuation unit
CN104594137A (en) * 2014-12-01 2015-05-06 同济大学 Urban rail transit shock absorption type floating slab rail system
CN204384658U (en) * 2014-12-31 2015-06-10 日立电梯(中国)有限公司 A kind of low noise cage guide support
CN105864339A (en) * 2016-06-01 2016-08-17 福州大学 Quasi-zero stiffness vibration isolator applicable to isolation of micro-amplitude and low-frequency vibration and realization method of quasi-zero stiffness vibration isolator
CN206367954U (en) * 2016-10-18 2017-08-01 江苏省特种设备安全监督检验研究院常州分院 A kind of rail module with vibration-damping function

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB395701A (en) * 1932-01-18 1933-07-18 Charles Edward Inglis A device for damping the oscillations of bridges and the like structures
US4355578A (en) * 1978-04-17 1982-10-26 Fried. Krupp Huttenwerke Ag Railway wheels and rails damping structures
JP2522044B2 (en) * 1989-04-26 1996-08-07 三菱電機株式会社 Guide rail support device for elevator
EP0673873A1 (en) * 1993-10-07 1995-09-27 Kabushiki Kaisha Toshiba Damping device for elevators
JPH07157240A (en) * 1993-12-09 1995-06-20 Mitsubishi Electric Corp Hydraulic elevator device
CN2202340Y (en) * 1994-04-10 1995-06-28 沈生福 Projecting apparatus with simple periodic vibration
JPH1077172A (en) * 1996-09-04 1998-03-24 Toshiba Fa Syst Eng Kk Elevator
JP2002338168A (en) * 2001-05-15 2002-11-27 Mitsubishi Electric Corp Guide rail device for elevator
CN1576223A (en) * 2003-06-25 2005-02-09 因温特奥股份公司 Fastening element for elevator guide rails
CN101024981A (en) * 2007-02-15 2007-08-29 尹学军 Split vibration-isolation device and use
CN102296966A (en) * 2011-06-29 2011-12-28 同济大学 Rail transit-public building co-constructed structure bottom concrete vibration absorption method
CN203568630U (en) * 2013-09-27 2014-04-30 马登华 Vibration and noise reduction device of elevator guide rail
CN203998522U (en) * 2014-09-02 2014-12-10 韦伯电梯有限公司 Cage guide shock attenuation unit
CN104594137A (en) * 2014-12-01 2015-05-06 同济大学 Urban rail transit shock absorption type floating slab rail system
CN204384658U (en) * 2014-12-31 2015-06-10 日立电梯(中国)有限公司 A kind of low noise cage guide support
CN105864339A (en) * 2016-06-01 2016-08-17 福州大学 Quasi-zero stiffness vibration isolator applicable to isolation of micro-amplitude and low-frequency vibration and realization method of quasi-zero stiffness vibration isolator
CN206367954U (en) * 2016-10-18 2017-08-01 江苏省特种设备安全监督检验研究院常州分院 A kind of rail module with vibration-damping function

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107218328A (en) * 2017-04-27 2017-09-29 株洲中车时代电气股份有限公司 Track traffic current transformer oscillation damping method and design method based on dynamic absorber
CN108502672A (en) * 2018-06-29 2018-09-07 湖州安讯达电梯科技有限公司 Adapt to the guide rail bracket of elevator of sedimentation
CN113309813A (en) * 2021-06-01 2021-08-27 大连理工大学 Semi-active vibration absorption and energy dissipation control system for restraining vortex-induced vibration of bridge
CN113309813B (en) * 2021-06-01 2022-03-04 大连理工大学 Semi-active vibration absorption and energy dissipation control system for restraining vortex-induced vibration of bridge
CN113503334A (en) * 2021-07-30 2021-10-15 上海三菱电梯有限公司 Method for reducing vibration of guide rail
CN115057321A (en) * 2022-06-24 2022-09-16 四川大学 Low noise elevator guide rail structure and elevator gives sound insulation
CN115057321B (en) * 2022-06-24 2023-12-01 四川大学 Low noise elevator guide rail structure and sound insulation elevator

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