CN107964836A - A kind of Combined type vibration isolating device applied to track traffic - Google Patents

A kind of Combined type vibration isolating device applied to track traffic Download PDF

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Publication number
CN107964836A
CN107964836A CN201711125811.4A CN201711125811A CN107964836A CN 107964836 A CN107964836 A CN 107964836A CN 201711125811 A CN201711125811 A CN 201711125811A CN 107964836 A CN107964836 A CN 107964836A
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CN
China
Prior art keywords
steel part
type
horizontal
vertical
vibration isolating
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
CN201711125811.4A
Other languages
Chinese (zh)
Inventor
何文福
魏陆顺
钟声
刘文光
冯祎鑫
何李强
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.)
Shanghai Initial Thick Vibration Technology Co Ltd
University of Shanghai for Science and Technology
Original Assignee
Shanghai Initial Thick Vibration Technology Co Ltd
University of Shanghai for Science and Technology
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 Shanghai Initial Thick Vibration Technology Co Ltd, University of Shanghai for Science and Technology filed Critical Shanghai Initial Thick Vibration Technology Co Ltd
Priority to CN201711125811.4A priority Critical patent/CN107964836A/en
Publication of CN107964836A publication Critical patent/CN107964836A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The present invention relates to a kind of Combined type vibration isolating device applied to track traffic, is made of the vertical rubber support of thick meat type, horizontal rubber block, the first steel part and the second steel part;The horizontal rubber block is arranged at the outside of the first steel part, both vulcanize integrally;The thickness vertical rubber support of meat type is positioned in the second steel part, and first steel part is placed on the vertical rubber support top of thick meat type, there is gap between the first steel part and the vertical rubber support horizontal direction of thick meat type, and the horizontal rubber block and the second steel part are in close contact.Isolation mounting of the present invention can be used in subway floating plate system, realize the function of isolation Subway Vibration jointly by horizontal rubber block and the vertical rubber support of thick meat type.Apparatus structure good reliability, long term life is good, and can realize production domesticization, and low cost, has broad application prospects.

Description

A kind of Combined type vibration isolating device applied to track traffic
Technical field
The present invention relates to the vibration control, in particular to one of vibration and noise control technical field, particularly track traffic Combined type vibration isolating device of the kind applied to track traffic.
Background technology
Urban track traffic has become the important means for solving urban traffic congestion.When subway train moves, wheel The stress produced with the contact surface of rail also moves, and the stress distribution in movement is delivered to contact surface around, is formed basic Motion stress field, induce the secondary vibration and noise of neighbouring underground structure and building.Vibration-testing shows, vibration pair Along the line building safety, laboratory normal use and live in resident living around subway influence it is very big.
At present, subway vibration isolating suspension mainly has two class of steel spring vibration isolating suspension and rubber vibration isolation seating, and such as German subway is more Helical steel springs vibration isolating suspension is selected, and Britain's subway uses rubber vibration isolation seating more.The vertical frequency of steel spring vibration isolating suspension is low, Bearing horizontal rigidity is suitable with vertical rigidity, and support stiffness is linear, but big to the transport of dither, by fatigue life It is required that steel spring material requirements is high.The vertical rigidity of rubber vibration isolation seating is high compared with Steel spring bearing, and bearing horizontal rigidity is more vertical Rigidity is much smaller, and bearing dynamic stiffness under different vertical stress is change, and the damping characteristic of rubber material uses it to height The vibration isolating effect of frequency vibration is good, passes through the sulfuration process of high quality, rubber vibration isolation seating fatigue life length.
Since the horizontal rigidity of rubber is small, under subway train effect of inertia, floating plate system can be caused to have larger water Put down deformation and influence system use.The work characteristics of comprehensive subway floating plate vibration isolation system and the performance of subway vibration isolating suspension will Ask, the present invention provides a kind of Combined type vibration isolating device applied to track traffic, can effective guarantee subway floating plate system every Shake performance, the isolation mounting country can be processed production, and subway floating plate system cost can substantially reduce.
The content of the invention
The object of the present invention is to provide a kind of Combined type vibration isolating device applied to track traffic, which employs The advantages of rubber vibration isolation, be arranged on vertical and horizontal direction by rubber vibration isolation, meet subway floating plate system to device performance It is required that and be assembled integrally formula bearing, facilitate engineering to use.
What above-mentioned purpose of the present invention was realized by following technical solution:
A kind of Combined type vibration isolating device applied to track traffic, by the vertical rubber support of thick meat type, horizontal rubber block, the first steel Part and the second steel part composition;The horizontal rubber block is arranged at the outside of the first steel part, both vulcanize integrally;The thickness meat type Vertical rubber support is positioned in the second steel part, and first steel part is placed on the vertical rubber support top of thick meat type, the first steel There is gap between part and the vertical rubber support horizontal direction of thick meat type, the horizontal rubber block and the second steel part are in close contact.
Further, the vertical rubber support of the thick meat type includes thick meat type rubber and steel plate, and the thickness meat type rubber is put If between dried layer steel plate, and it is integral with steel plate vulcanization.
Further, the centre of the vertical rubber support of the thick meat type is provided with through hole.
Further, the vertical cross-section wedgewise of the horizontal rubber block.
Further, the inner cavity of second steel part is equipped with inclination angle, is engaged with the wedge-type shape of horizontal rubber block.
Further, the vertical rubber support of the thick meat type is cylinder, and two steel parts is circular, the horizontal rubber block For ring-type.
Further, the vertical rubber support of the thick meat type is cylinder, and two steel parts is circular, the horizontal rubber block To be segmented ring-type, there is the gap of disconnection in centre.
Further, the thick vertical rubber support of meat type is cuboid, and two steel parts are rectangle, the horizontal rubber Block is cuboid, totally two pieces, front and rear to be arranged at the first steel part both sides.
Compared with prior art, the present invention has the advantages that substantive distinguishing features of following protrusion and notable:
Isolation mounting of the present invention can be used in subway floating plate system, common by horizontal rubber block and the vertical rubber support of thick meat type Realize the function of isolation Subway Vibration.Apparatus structure good reliability, long term life is good, and can realize production domesticization, and low cost, has Wide application prospect.
Brief description of the drawings
Fig. 1 is the overall structure diagram of apparatus of the present invention embodiment one.
Fig. 2 is the vertical rubber support sectional view of thick meat type in apparatus of the present invention.
Fig. 3 is that the thick vertical rubber support of meat type sets mesoporous sectional view in apparatus of the present invention.
Fig. 4 is horizontal rubber block and the first steel part sectional view in apparatus of the present invention.
Fig. 5 is horizontal rubber block and the first steel part plan in apparatus of the present invention.
Fig. 6 is horizontal rubber block and the first steel part plan in apparatus of the present invention, wherein horizontal rubber block is divided to two sections of settings.
Fig. 7 is the vertical rubber support plan of thick meat type in apparatus of the present invention, its shape is rectangle.
Fig. 8 is three plan of embodiment.
Embodiment
The present invention is described in further details with specific embodiment below in conjunction with the accompanying drawings.
Embodiment 1
As shown in Figure 1, Figure 2, shown in Fig. 4 and Fig. 5, a kind of Combined type vibration isolating device applied to track traffic, by the thick vertical rubber of meat type Glue bearing, horizontal rubber block 4, the first steel part 2 and the second steel part 5 form;The horizontal rubber block 4 is arranged at the first steel part 2 Outside, both vulcanize integrally;The thickness vertical rubber support of meat type is positioned in the second steel part 5, and first steel part 2 is placed On the vertical rubber support top of thick meat type, there is gap between the first steel part 2 and the vertical rubber support horizontal direction of thick meat type, it is described Horizontal rubber block 4 is in close contact with the second steel part 5.
The vertical rubber support of the thickness meat type includes thick meat type rubber 1 and steel plate 3, and the thickness meat type rubber 1 is placed in some Between layer steel plate 3, and vulcanize integrally with steel plate 3.The vertical cross-section wedgewise of the horizontal rubber block 4.Second steel part 5 Inner cavity be equipped with inclination angle, be engaged with the wedge-type shape of horizontal rubber block 4.The vertical rubber support of the thickness meat type is cylinder, Two steel parts are circle, and the horizontal rubber block 4 is ring-type.The form structure is simple, is one of common structure form, device is pre- Pressure is convenient, and facilitates floating plate to jack.
When device bears vertical load, the thick vertical rubber support of meat type vertically can Free Transform, train vibration can be effective Isolation.Since horizontal rubber block 4 and the second steel part 5 are in close contact, the horizontal rigidity of device is provided by horizontal rubber block 4.Train When passing through, the horizontal distortion of device is small, can effective guarantee system safety.
Embodiment 2
As shown in figure 3, the difference is that, the centre of the vertical rubber support of thick meat type is provided with the present embodiment with embodiment 1 Through hole.
Embodiment 3
As shown in fig. 6, the difference is that, the vertical rubber support of thick meat type is cylindrical described in the present embodiment, two with embodiment 1 Steel part is circle, and the horizontal rubber block 4 is segmentation ring-type, and there is the gap of disconnection in centre.The form can effectively adjust horizontal direction Rigidity, its horizontal both direction rigidity is different, meets that train exercises directionality demand, is one of common structure form, device is pre- Pressure is convenient, and facilitates floating plate to jack.
Embodiment 4
As shown in Figure 7 and Figure 8, and unlike embodiment 1, the thick vertical rubber support of meat type is cuboid described in the present embodiment Shape, two steel parts are rectangle, and the horizontal rubber block 4 is cuboid, totally two pieces, front and rear to be arranged at 2 both sides of the first steel part.For One of common structure form, device precompressed is convenient, and facilitates floating plate to jack.

Claims (8)

  1. A kind of 1. Combined type vibration isolating device applied to track traffic, it is characterised in that:By the vertical rubber support of thick meat type, level Rubber block(4), the first steel part(2)With the second steel part(5)Composition;The horizontal rubber block(4)It is arranged at the first steel part(2)It is outer Portion, both vulcanize integrally;The thickness vertical rubber support of meat type is positioned over the second steel part(5)In, first steel part(2)Put Put in the vertical rubber support top of thick meat type, the first steel part(2)There is gap between the vertical rubber support horizontal direction of thick meat type, The horizontal rubber block(4)With the second steel part(5)It is in close contact.
  2. 2. the Combined type vibration isolating device according to claim 1 applied to track traffic, it is characterised in that:The thickness meat type Vertical rubber support includes thick meat type rubber(1)And steel plate(3), the thickness meat type rubber(1)If it is placed in dried layer steel plate(3)It Between, and and steel plate(3)Vulcanization is integral.
  3. 3. the Combined type vibration isolating device according to claim 1 or 2 applied to track traffic, it is characterised in that:The thickness The centre of the vertical rubber support of meat type is provided with through hole.
  4. 4. the Combined type vibration isolating device according to claim 1 applied to track traffic, it is characterised in that:The horizontal rubber Blob of viscose(4)Vertical cross-section wedgewise.
  5. 5. the Combined type vibration isolating device according to claim 1 applied to track traffic, it is characterised in that:Second steel Part(5)Inner cavity be equipped with inclination angle, with horizontal rubber block(4)Wedge-type shape be engaged.
  6. 6. the Combined type vibration isolating device according to claim 1 applied to track traffic, it is characterised in that:The thickness meat type Vertical rubber support is cylinder, and two steel parts is circular, the horizontal rubber block(4)For ring-type.
  7. 7. the Combined type vibration isolating device according to claim 1 applied to track traffic, it is characterised in that:The thickness meat type Vertical rubber support is cylinder, and two steel parts is circular, the horizontal rubber block(4)To be segmented ring-type, there is disconnection in centre Gap.
  8. 8. the Combined type vibration isolating device according to claim 1 applied to track traffic, it is characterised in that:The thickness meat type Vertical rubber support is cuboid, and two steel parts are rectangle, the horizontal rubber block(4)It is totally two pieces, front and rear for cuboid It is arranged at the first steel part(2)Both sides.
CN201711125811.4A 2017-11-15 2017-11-15 A kind of Combined type vibration isolating device applied to track traffic Pending CN107964836A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711125811.4A CN107964836A (en) 2017-11-15 2017-11-15 A kind of Combined type vibration isolating device applied to track traffic

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711125811.4A CN107964836A (en) 2017-11-15 2017-11-15 A kind of Combined type vibration isolating device applied to track traffic

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Publication Number Publication Date
CN107964836A true CN107964836A (en) 2018-04-27

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851168A (en) * 2020-06-03 2020-10-30 南京铁道职业技术学院 Buffer for subway rail
CN112160195A (en) * 2020-08-21 2021-01-01 中铁工程设计咨询集团有限公司 Road bed bump leveller and road bed bump leveller system of shaking

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1901771A1 (en) * 1969-01-15 1970-11-05 Fritz Kreutz Gmbh Pressure pad protection in pivot bearing for - structural works
CN201106151Y (en) * 2007-08-20 2008-08-27 陈江明 Multidimensional shock-absorbing shock-insulation support
CN101570982A (en) * 2009-05-26 2009-11-04 上海大学 Conical buckled shock-absorbing support
CN201610518U (en) * 2010-02-03 2010-10-20 上海英谷桥梁科技有限公司 Friction type high-damping rubber bridge damping support
CN201635000U (en) * 2010-01-21 2010-11-17 安徽省交通规划设计研究院 High-damping and isolating plate-type bridge bearing
CN202323690U (en) * 2011-12-07 2012-07-11 衡水宝力工程橡胶有限公司 Plate-type support
CN203144886U (en) * 2013-01-22 2013-08-21 安徽省交通规划设计研究院有限公司 Pot type rubber bearing with damping mechanism
CN106758791A (en) * 2016-12-14 2017-05-31 石家庄铁道大学 Spacing energy-dissipating type vibration absorption and isolation support of bridge and preparation method thereof
CN206529686U (en) * 2017-02-15 2017-09-29 中铁二院工程集团有限责任公司 A kind of energy-dissipating and shock-absorbing bridge pad

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1901771A1 (en) * 1969-01-15 1970-11-05 Fritz Kreutz Gmbh Pressure pad protection in pivot bearing for - structural works
CN201106151Y (en) * 2007-08-20 2008-08-27 陈江明 Multidimensional shock-absorbing shock-insulation support
CN101570982A (en) * 2009-05-26 2009-11-04 上海大学 Conical buckled shock-absorbing support
CN201635000U (en) * 2010-01-21 2010-11-17 安徽省交通规划设计研究院 High-damping and isolating plate-type bridge bearing
CN201610518U (en) * 2010-02-03 2010-10-20 上海英谷桥梁科技有限公司 Friction type high-damping rubber bridge damping support
CN202323690U (en) * 2011-12-07 2012-07-11 衡水宝力工程橡胶有限公司 Plate-type support
CN203144886U (en) * 2013-01-22 2013-08-21 安徽省交通规划设计研究院有限公司 Pot type rubber bearing with damping mechanism
CN106758791A (en) * 2016-12-14 2017-05-31 石家庄铁道大学 Spacing energy-dissipating type vibration absorption and isolation support of bridge and preparation method thereof
CN206529686U (en) * 2017-02-15 2017-09-29 中铁二院工程集团有限责任公司 A kind of energy-dissipating and shock-absorbing bridge pad

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851168A (en) * 2020-06-03 2020-10-30 南京铁道职业技术学院 Buffer for subway rail
CN112160195A (en) * 2020-08-21 2021-01-01 中铁工程设计咨询集团有限公司 Road bed bump leveller and road bed bump leveller system of shaking

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Application publication date: 20180427