CN105821986A - Floating slab damping device - Google Patents

Floating slab damping device Download PDF

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Publication number
CN105821986A
CN105821986A CN201610340470.1A CN201610340470A CN105821986A CN 105821986 A CN105821986 A CN 105821986A CN 201610340470 A CN201610340470 A CN 201610340470A CN 105821986 A CN105821986 A CN 105821986A
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CN
China
Prior art keywords
floating plate
floor
damping
ground
oil cylinder
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.)
Pending
Application number
CN201610340470.1A
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Chinese (zh)
Inventor
王子健
武黎明
赵宝云
王丽萍
彭燕
李晓蕾
赵春花
罗玲
高荣
潘颖
卓静
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Chongqing University of Science and Technology
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Chongqing University of Science and Technology
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Filing date
Publication date
Application filed by Chongqing University of Science and Technology filed Critical Chongqing University of Science and Technology
Priority to CN201610340470.1A priority Critical patent/CN105821986A/en
Publication of CN105821986A publication Critical patent/CN105821986A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The invention discloses a floating slab damping device. The floating slab damping device comprises a plurality of floating slabs, rubber damping bands and a plurality of vibration isolation units. The floating slabs are supported by the vibration isolation units arranged on a floor or the ground, and thus gaps are formed between the floating slabs and the floor or the ground. The rubber damping bands are arranged between the adjacent floating slabs. The damping device can effectively isolate machine vibration from the floor, jacking is convenient in the construction process of a vibration isolation system, and maintenance and replacement can be achieved in the use process.

Description

Floating plate vibration absorber
Technical field
The present invention relates to build isolation mounting field, specifically a kind of floating plate vibration absorber.
Background technology
One of seven big public hazards that ambient vibration is well recognized as;Along with developing rapidly of modern industry expands with the continuous of city size, city underground track traffic is increasingly becoming the important means solving urban transportation, city underground build trend in the ascendant while, the vibration and noise problem that subway circulation is caused the most gradually displays.In recent years, China's subway transport system fast development, all runs through center, city, the main traffic task of burden municipal transport while, also the living environment of architecture production, the safety of ancient building and house around along the line is all produced impact due to city underground.
In building structure, the rotation such as water pump, blower fan, air-conditioning electromechanical equipment operationally can vibrate.Pipeline or cable etc. that vibration equipment is easy to by equipment Foundations and be connected with equipment travel to coupled building structure, owing to xoncrete structure or steel construction self damp little, structure is the least to the decay of vibration, once the vibration of equipment is delivered to building structure, and its vibration can be propagated in structure very wide range.The wall in room, floor or ceiling can be caused to vibrate when vibration is delivered to and noise-sensitive uses space, thus radiated noise in room, reduce building comfort, affect work and the rest of user.
Vibration and noise for vibratory equipment, track traffic and microvibration-preventing room controls to use vibration isolation technique.The vibration isolating method used at present is typically to arrange vibration isolating suspension under concrete slab, and the type vibration isolating suspension is difficult to examination and maintenance after having constructed;
Accordingly, it would be desirable to a kind of floating plate vibration absorber, machine vibration can effectively be isolated by this isolation mounting with floor, and this vibrating isolation system work progress jacking is convenient, can realize again safeguarding and changing during use.
Summary of the invention
In view of this, it is an object of the invention to overcome defect of the prior art, it is provided that a kind of floating plate vibration absorber, floating plate vibration absorber, machine vibration can effectively be isolated by this isolation mounting with floor, and this vibrating isolation system work progress jacking is convenient, can realize again safeguarding and changing during use.
The floating plate vibration absorber of the present invention, including multiple floating plates, rubber damping band and multiple vibration isolation unit, described floating plate supports make to be formed between floating plate and floor or ground space by being positioned over floor or ground vibration isolation unit, and described rubber damping band is arranged between adjacent floating plate;Described vibration isolation unit includes the oil cylinder being fixed on ground or floor, as the piston of oil cylinder be arranged at in-oil cylinder vibro-damping mount, the spring being arranged in vibro-damping mount, by described spring-supported gripper shoe, described floating plate is concrete slab and is prefabricated with up big and down small shoulder hole, described vibration isolation unit is positioned at described shoulder hole, the step of described shoulder hole is fixed with jacking feature board and this jacking feature board is supported by the location bar fixed on the supporting plate;
Further, it is provided with high-pressure oil duct and is communicated in described oil cylinder for vibro-damping mount described in jacking in ground or floor;
Further, make vibro-damping mount can arrange by the way of one-way movement straight up by non-return mechanism between described vibro-damping mount and oil cylinder inner wall;
Further, described concrete slab there are embedded bar sleeve, pre-buried channel-section steel and pre-buried template supporting parts by reinforcing bar connection;
Further, gap between described floating plate and ground or floor is provided with damping wheel, described damping wheel includes that the fixing rotating shaft of the rubber gear coordinated with the tooth bar being arranged at floating plate bottom surface and rubber gear and rotatable sealing are coated at the barrel-type casing of rotating shaft, the rotating shaft shaft part being positioned at described barrel-type casing is fixed with gear piece, described cylinder outer race is filled with magnetic flow liquid, is wound with induction coil outside barrel-type casing.
The invention has the beneficial effects as follows: the floating plate vibration absorber of the present invention, supported by vibration isolation unit between floating plate and floor or ground, make to exist between floating plate and floor certain interval, when floating plate vertically forced vibration, vibration is absorbed by the spring in vibration isolation unit and antivibrator, on the other hand, the horizontal vibration of floating plate is absorbed by the rubber between adjacent floating plate, vibration is avoided to drive to ground or floor, additionally, the height of the vibro-damping mount in vibration isolation unit realizes regulation by hydraulic system, and then the gap length formed between floating plate and floor or ground is adjusted.
Accompanying drawing explanation
The invention will be further described with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the structural representation of the vibration isolation unit of the present invention;
Fig. 3 is the structural representation of the damping force of the present invention.
Detailed description of the invention
Fig. 1 is the structural representation of the present invention, as shown in the figure, floating plate 5 vibration absorber of the present embodiment, including multiple floating plates 5, rubber damping band 11 and multiple vibration isolation unit 10, described floating plate 5 supports make to be formed between floating plate 5 and floor 6 or ground space by being positioned over floor 6 or ground vibration isolation unit 10, and described rubber damping band 11 is arranged between adjacent floating plate 5;Described vibration isolation unit 10 includes the oil cylinder 8 being fixed on ground or floor 6, as the piston of oil cylinder 8 be arranged at the vibro-damping mount in oil cylinder 8, the spring being arranged in vibro-damping mount, by described spring-supported gripper shoe 2, described floating plate 5 is concrete slab and is prefabricated with up big and down small shoulder hole 4, described vibration isolation unit 10 is positioned at described shoulder hole 4, the step of described shoulder hole 4 is fixed with jacking feature board 3 and this jacking feature board 3 is supported by the location bar 1 being fixed in gripper shoe 2;Supported by vibration isolation unit 10 between floating plate 5 and floor 6 or ground, make to there is certain interval between floating plate 5 and floor 6, when floating plate 5 vertically forced vibration, vibration is absorbed by the spring in vibration isolation unit 10 and antivibrator, on the other hand, the horizontal vibration of floating plate 5 is absorbed by the rubber between adjacent floating plate 5, vibration is avoided to drive to ground or floor 6, additionally, the height of the vibro-damping mount in vibration isolation unit 10 realizes regulation by hydraulic system, and then is adjusted the gap length formed between floating plate 5 and floor 6 or ground.
In the present embodiment, it is provided with high-pressure oil duct 7 in ground or floor 6 and is communicated in described oil cylinder 8 for vibro-damping mount described in jacking, high-pressure oil duct 7 is embedded in ground or floor 6, can effectively simplify the structure of this device, realize connecting and sealing by a connecting tube between high-pressure oil duct 7 with oil cylinder 8, when needs jacking floating plate 5, fluid can be injected in oil cylinder 8 by high-pressure oil pipe and make vibration isolating substrate upwards jack-up.
In the present embodiment, make vibro-damping mount can arrange by the way of one-way movement straight up by non-return mechanism between described vibro-damping mount and oil cylinder 8 inwall, non-return mechanism can use the mechanisms such as ratchet ratchet, as can be vertically arranged ratchet at oil cylinder 8 inwall, vibro-damping mount arranges ratchet, after vibro-damping mount is by jacking, due to the non-return effect of ratchet ratchet, even if after the fluid pressure release in oil cylinder 8, vibro-damping mount will maintain this height all the time.
In the present embodiment, described concrete slab is coupled by reinforcing bar and has embedded bar sleeve, pre-buried channel-section steel and pre-buried template supporting parts.
nullIn the present embodiment,Gap between described floating plate 5 and ground or floor 6 is provided with damping wheel,Described damping wheel includes the rubber gear 9 coordinated with the tooth bar being arranged at floating plate 5 bottom surface、With the barrel-type casing that the fixing rotating shaft 12 of rubber gear 9 and rotatable sealing are coated at rotating shaft 12,Rotating shaft 12 shaft part being positioned at described barrel-type casing is fixed with gear piece 14,Described cylinder outer race is filled with magnetic flow liquid,Induction coil 15 it is wound with outside barrel-type casing,Rotating shaft 12 rotatably can be supported on ground or floor 6 by a support,When floating plate 5 occurred level vibrates,Driving rubber gear 9 is rotated,The gear piece 14 in rotating shaft 12 is made to rotate,Gear piece 14 produces damping force under the effect of magnetic flow liquid,This damping force will hinder the horizontal vibration of floating plate 5,Simultaneously,The size of this damping force can be adjusted by induction coil 15,Multiple damping hole 13 making magnetic flow liquid pass through can be set on gear piece 14,In damping hole 13, check valve can be set,By arrange in different damping holes 13 different towards check valve can be according to the demand of the damping force needed for environment,Damping wheel is made to obtain different size of damping action when rotating towards different directions.
Finally illustrate is, above example is only in order to illustrate technical scheme and unrestricted, although the present invention being described in detail with reference to preferred embodiment, it will be understood by those within the art that, technical scheme can be modified or equivalent, without deviating from objective and the scope of technical solution of the present invention, it all should be contained in the middle of scope of the presently claimed invention.

Claims (5)

1. a floating plate vibration absorber, it is characterized in that: include multiple floating plate, rubber damping band and multiple vibration isolation unit, described floating plate supports make to be formed between floating plate and floor or ground space by being positioned over floor or ground described vibration isolation unit, and described rubber damping band is arranged between adjacent floating plate;
Described vibration isolation unit includes being fixed on ground or the oil cylinder of floor, piston as oil cylinder is arranged at in-oil cylinder vibro-damping mount, the spring being arranged in vibro-damping mount, by described spring-supported gripper shoe, described floating plate is concrete slab and is prefabricated with up big and down small shoulder hole, described vibration isolation unit is positioned at described shoulder hole, the step of described shoulder hole is fixed with jacking feature board and this jacking feature board is supported by the location bar fixed on the supporting plate.
Floating plate vibration absorber the most according to claim 1, it is characterised in that: it is provided with high-pressure oil duct in ground or floor and is communicated in described oil cylinder for vibro-damping mount described in jacking.
Floating plate vibration absorber the most according to claim 2, it is characterised in that: described vibro-damping mount makes vibro-damping mount can coordinate with oil cylinder by the way of one-way movement straight up with between oil cylinder inner wall by non-return mechanism.
Floating plate vibration absorber the most according to claim 3, it is characterised in that: described concrete slab is coupled by reinforcing bar and has embedded bar sleeve, pre-buried channel-section steel and pre-buried template supporting parts.
Floating plate vibration absorber the most according to claim 4, it is characterized in that: the gap between described floating plate and ground or floor is provided with damping wheel, described damping wheel includes that the fixing rotating shaft of the rubber gear coordinated with the tooth bar being arranged at floating plate bottom surface and rubber gear and rotatable sealing are coated at the barrel-type casing of rotating shaft, the rotating shaft shaft part being positioned at described barrel-type casing is fixed with gear piece, described cylinder outer race is filled with magnetic flow liquid, is wound with induction coil outside barrel-type casing.
CN201610340470.1A 2016-05-20 2016-05-20 Floating slab damping device Pending CN105821986A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610340470.1A CN105821986A (en) 2016-05-20 2016-05-20 Floating slab damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610340470.1A CN105821986A (en) 2016-05-20 2016-05-20 Floating slab damping device

Publications (1)

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CN105821986A true CN105821986A (en) 2016-08-03

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106491003A (en) * 2016-12-15 2017-03-15 重庆天嘉日用品实业有限公司 Shockproof type thermos flask
CN106894298A (en) * 2017-01-10 2017-06-27 西南交通大学 Floating plate track vibration isolator
CN108240894A (en) * 2018-01-29 2018-07-03 西南交通大学 Track vibration-reducing experimental rig and track vibration-reducing testing equipment
CN110700020A (en) * 2019-09-20 2020-01-17 南安市董山尾机械科技有限公司 Rail vibration isolator with multi-dimensional power
CN112501955A (en) * 2020-12-04 2021-03-16 华东交通大学 Damper type floating plate rail
CN114197720A (en) * 2021-12-10 2022-03-18 浙江绿城建筑设计有限公司 Floor vertical vibration damping system composed of equipment pipelines

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08105144A (en) * 1994-10-04 1996-04-23 Tokkyo Kiki Kk Anchor device for floating slab and construction of floating slab
JP2002147007A (en) * 2000-11-13 2002-05-22 Kajima Corp Floating floor and floating floor construction method
JP2008014074A (en) * 2006-07-07 2008-01-24 Hayakawa Rubber Co Ltd Seismic control member and floor structure
KR100920200B1 (en) * 2008-08-22 2009-10-06 유니슨엔지니어링(주) Plywood panel type floating floor system using damping plywood
WO2009121252A1 (en) * 2008-03-29 2009-10-08 隔而固(青岛)振动控制有限公司 A vibration isolation device and the application thereof
CN201400941Y (en) * 2009-04-25 2010-02-10 大连理工大学 Intelligent vibration isolator of magnetorheological-shape memory alloy hollow ball
CN201649763U (en) * 2010-01-18 2010-11-24 柳州克雷拉减振器有限公司 House absorber
CN102220789A (en) * 2011-04-14 2011-10-19 上海昭瑞减震科技有限公司 Suspension type floating plate vibration isolation system
CN203640082U (en) * 2014-01-03 2014-06-11 厦门嘉达声学技术有限公司 Floating vibration isolating structure
CN105544566A (en) * 2016-01-25 2016-05-04 重庆工商职业学院 Buffer damping anchor stock
CN205637216U (en) * 2016-05-20 2016-10-12 重庆科技学院 Floating plate vibration isolation system

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08105144A (en) * 1994-10-04 1996-04-23 Tokkyo Kiki Kk Anchor device for floating slab and construction of floating slab
JP2002147007A (en) * 2000-11-13 2002-05-22 Kajima Corp Floating floor and floating floor construction method
JP2008014074A (en) * 2006-07-07 2008-01-24 Hayakawa Rubber Co Ltd Seismic control member and floor structure
WO2009121252A1 (en) * 2008-03-29 2009-10-08 隔而固(青岛)振动控制有限公司 A vibration isolation device and the application thereof
KR100920200B1 (en) * 2008-08-22 2009-10-06 유니슨엔지니어링(주) Plywood panel type floating floor system using damping plywood
CN201400941Y (en) * 2009-04-25 2010-02-10 大连理工大学 Intelligent vibration isolator of magnetorheological-shape memory alloy hollow ball
CN201649763U (en) * 2010-01-18 2010-11-24 柳州克雷拉减振器有限公司 House absorber
CN102220789A (en) * 2011-04-14 2011-10-19 上海昭瑞减震科技有限公司 Suspension type floating plate vibration isolation system
CN203640082U (en) * 2014-01-03 2014-06-11 厦门嘉达声学技术有限公司 Floating vibration isolating structure
CN105544566A (en) * 2016-01-25 2016-05-04 重庆工商职业学院 Buffer damping anchor stock
CN205637216U (en) * 2016-05-20 2016-10-12 重庆科技学院 Floating plate vibration isolation system

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106491003A (en) * 2016-12-15 2017-03-15 重庆天嘉日用品实业有限公司 Shockproof type thermos flask
CN106894298A (en) * 2017-01-10 2017-06-27 西南交通大学 Floating plate track vibration isolator
CN106894298B (en) * 2017-01-10 2018-12-21 西南交通大学 floating plate track vibration isolator
CN108240894A (en) * 2018-01-29 2018-07-03 西南交通大学 Track vibration-reducing experimental rig and track vibration-reducing testing equipment
CN108240894B (en) * 2018-01-29 2019-12-03 西南交通大学 Track vibration-reducing experimental rig and track vibration-reducing testing equipment
CN110700020A (en) * 2019-09-20 2020-01-17 南安市董山尾机械科技有限公司 Rail vibration isolator with multi-dimensional power
CN110700020B (en) * 2019-09-20 2021-03-02 海门市彼维知识产权服务有限公司 Rail vibration isolator with multi-dimensional power
CN112501955A (en) * 2020-12-04 2021-03-16 华东交通大学 Damper type floating plate rail
CN112501955B (en) * 2020-12-04 2022-05-24 华东交通大学 Damper type floating plate rail
CN114197720A (en) * 2021-12-10 2022-03-18 浙江绿城建筑设计有限公司 Floor vertical vibration damping system composed of equipment pipelines

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Application publication date: 20160803

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