CN110468628A - A kind of position limiting structure and assembled track for assembled track - Google Patents

A kind of position limiting structure and assembled track for assembled track Download PDF

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Publication number
CN110468628A
CN110468628A CN201910803335.XA CN201910803335A CN110468628A CN 110468628 A CN110468628 A CN 110468628A CN 201910803335 A CN201910803335 A CN 201910803335A CN 110468628 A CN110468628 A CN 110468628A
Authority
CN
China
Prior art keywords
track
hole
position limiting
limiting structure
assembled
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
CN201910803335.XA
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Chinese (zh)
Inventor
吴永芳
薛恒鹤
林创军
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.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201910803335.XA priority Critical patent/CN110468628A/en
Publication of CN110468628A publication Critical patent/CN110468628A/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
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way
    • E01B2/003Arrangement of tracks on bridges or in tunnels
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way
    • E01B2/006Deep foundation of tracks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/06Height or lateral adjustment means or positioning means for slabs, sleepers or rails
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/09Ballastless systems
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/11Embedded tracks, using prefab elements or injecting or pouring a curable material

Abstract

The embodiment of the present invention provides a kind of position limiting structure for assembled track and assembled track, the assembled track, comprising: track plates, pedestal, the position limiting structure include: column, buffer body;The column is for being plugged in corresponding through-hole of the track plates with the pedestal, to limit moving horizontally for the track plates and the pedestal;The corresponding through-hole includes: the first through hole through the track plate thickness direction, and the second hole perpendicular to the pedestal upper surface;The buffer body is set between column described in the corresponding through-hole.Position limiting structure provided in an embodiment of the present invention, column and buffer body, it can be in damage, removably mutually separated with track plates, pedestal, it is easily changed to realize, it and in construction and installation, also can quickly be installed, be provided the foundation for the standardized construction of position limiting structure, installation, maintenance.

Description

A kind of position limiting structure and assembled track for assembled track
Technical field
The present embodiments relate to railway traffic engineering technical fields, and in particular to a kind of limit for assembled track Structure and assembled track.
Background technique
Traditional precast track plate uses Integral plate type structure, when track plates direction and pose adjustment in place after, hanging Self-compacting concrete is perfused between track plates and pedestal or CA mortar forms filling adjustment layer with retaining rail guidance tape.III template of CRTS Formula non-fragment orbit optimizes existing non-fragment orbit, and the limit method of railway roadbed is using the door shape reinforcing bar and self-compaction stretched out under plate While concrete forms composite plate, positive stop lug boss is generated in base groove position, is realized in a manner of sag and swell under plate pre- The constraint of the longitudinal and transverse horizontal displacement of track plates processed.
For example, the concrete bed of ballastless track on bridge is directly cast on bridge using fraction block structure, the design of pedestal Width and piecemeal length are identical as track plates structure, and two grooves are arranged on every piece of pedestal, are limited by the groove of pedestal Position, reinforcing bar is arranged in base groove surrounding, and after formwork erection pours qualification, fabric swatch, accurate adjustment and retaining rail guidance tape fill adjustment layer under plate Elastomeric isolation layer is set between self-compacting concrete and base groove.The limit method of other types railway roadbed, I type track plates be Plate end setting circle or rectangle armored concrete boss;The road bed board formed using cast-in-place concretes such as double-block type sleepers is in plate Two sides form positive stop lug boss;The Cha Qu of long sleeper buried-type non-fragment orbit is combined using the recessed convex positive stop of plate with fixation/sliding pin Mode.The recoverability of all limit methods is poor, the non-exchange maintenance of position limiting structure.
Therefore, how a kind of position limiting structure scheme for assembled track is provided, it can be real while realizing limit The replaceable maintenance of existing position limiting structure, is those skilled in the art's technical problem urgently to be resolved.
Summary of the invention
For this purpose, the embodiment of the present invention provides a kind of position limiting structure for assembled track and assembled track, Neng Gou While realizing limit, the replaceable maintenance of position limiting structure is realized.
To achieve the goals above, the embodiment of the present invention provides the following technical solutions:
On the one hand, the embodiment of the present invention provides a kind of position limiting structure for assembled track, the assembled track, packet Include: track plates, pedestal, the position limiting structure include: column, buffer body;
The column for being plugged in corresponding through-hole of the track plates with the pedestal, with limit the track plates and The pedestal moves horizontally;
The corresponding through-hole includes: the first through hole through the track plate thickness direction, and perpendicular to the pedestal Second hole of upper surface;
The buffer body is set between column described in the corresponding through-hole.
Preferably, the first through hole includes: to be set on the track plates along the through-hole of track centerline or be set to In the through-hole of plum blossom-shaped distribution on the track plates.
Preferably, the first through hole, further includes: be set to first semicircle orifice at the edge of the first track plates, be set to Second semicircle orifice at the edge of the second track plates;The radius of first semicircle orifice is equal with the radius of second semicircle orifice;
When first track plates and second track plates are end to end, first semicircle orifice and described the second half Circular hole forms first through hole.
Preferably, the column is cylindrical body or square body.
Preferably, the column is seamless steel pipe or carbon fiber pipe.
Preferably, the buffer body is the flexible note between column described in flexible ring or the injection corresponding through-hole Moulding material.
Preferably, the flexible injection material is polyurethane material.
Preferably, when the column be columnar metal body when, the columnar metal body be by rust preventing handle or The columnar metal body of metal and vulcanization of rubber processing;
Preferably, the upper end peripheral part of the first through hole is higher than the upper surface of the track plates.
On the other hand, the embodiment of the present invention provides a kind of assembled track, comprising: track plates, pedestal, such as above-mentioned first party Any position limiting structure for assembled track in face.
The embodiment of the present invention provides a kind of position limiting structure for assembled track, the assembled track, comprising: track Plate, pedestal, the position limiting structure include: column, buffer body;The column is for being plugged in the track plates and the base The correspondence through-hole of seat, to limit moving horizontally for the track plates and the pedestal;The corresponding through-hole includes: through the rail The first through hole of road plate thickness direction, and the second hole perpendicular to the pedestal upper surface;The buffer body is set to institute It states between column described in corresponding through-hole.Position limiting structure provided in an embodiment of the present invention, column and buffer body can damage Bad when, removably mutually separates with track plates, pedestal, easily changes to realize, and in construction and installation, also can be fast Speed is installed, and is provided the foundation for the standardized construction of position limiting structure, installation, maintenance.
Assembled track provided in an embodiment of the present invention, it may have above-mentioned beneficial effect, this is no longer going to repeat them.
Detailed description of the invention
It, below will be to embodiment party in order to illustrate more clearly of embodiments of the present invention or technical solution in the prior art Formula or attached drawing needed to be used in the description of the prior art are briefly described.It should be evident that the accompanying drawings in the following description is only It is merely exemplary, it for those of ordinary skill in the art, without creative efforts, can also basis The attached drawing amplification of offer obtains other implementation attached drawings.
Structure depicted in this specification, ratio, size etc., only to cooperate the revealed content of specification, for Those skilled in the art understands and reads, and is not intended to limit the invention enforceable qualifications, therefore does not have technical Essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size are not influencing the function of the invention that can be generated Under effect and the purpose that can reach, should all still it fall in the range of disclosed technology contents obtain and can cover.
Fig. 1 provides a kind of schematic perspective view of position limiting structure for assembled track for the embodiment of the present invention;
Fig. 2 provides a kind of side structure schematic view of position limiting structure for assembled track for the embodiment of the present invention;
Fig. 3 shows for the correspondence through-hole sectional structure that the embodiment of the present invention provides a kind of position limiting structure for assembled track It is intended to;
Fig. 4 installs sectional structure for the column that the embodiment of the present invention provides a kind of position limiting structure for assembled track Schematic diagram.
Attached drawing mark is as follows:
120, prefabricated railway roadbed module;130, flexible pad;1, rail;2, rail fastening;3, track plates;4, viscoplasticity bed course; 5, pedestal;6, pedestal;7, column;112, tunnel bottom;101, first through hole;102, the second hole;301, annular projection; 701, pull-tab.
Specific embodiment
Embodiments of the present invention are illustrated by particular specific embodiment below, those skilled in the art can be by this explanation Content disclosed by book is understood other advantages and efficacy of the present invention easily, it is clear that described embodiment is the present invention one Section Example, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not doing Every other embodiment obtained under the premise of creative work out, shall fall within the protection scope of the present invention.
Fig. 1, Fig. 2, Fig. 3, Fig. 4 are please referred to, Fig. 1 provides a kind of limit knot for assembled track for the embodiment of the present invention The schematic perspective view of structure;Fig. 2 provides a kind of side view knot of position limiting structure for assembled track for the embodiment of the present invention Structure schematic diagram;Fig. 3 provides a kind of correspondence through-hole sectional structure of position limiting structure for assembled track for the embodiment of the present invention Schematic diagram;Fig. 4 installs sectional structure for the column that the embodiment of the present invention provides a kind of position limiting structure for assembled track Schematic diagram.
The embodiment of the present invention provides a kind of position limiting structure for assembled track, the assembled track, comprising: track Plate 3, pedestal 5, the position limiting structure include: column 7, buffer body;The column 7 for be plugged in the track plates 3 with The correspondence through-hole of the pedestal 5, to limit moving horizontally for the track plates 3 and the pedestal 5;The corresponding through-hole includes: Through the first through hole 101 of 3 thickness direction of track plates, and perpendicular to the second hole 102 of 5 upper surface of pedestal; The buffer body is set between column 7 described in the corresponding through-hole.
Specifically, assembled track, comprising: pedestal 5, prefabricated railway roadbed module 120, flexible pad 130;The flexible pad 130 It is set between the pedestal 5 and the prefabricated railway roadbed module 120, for buffering the pedestal 5 and the prefabricated railway roadbed module Active force between 120;Prefabricated railway roadbed module 120, comprising: track plates 3, track 20,1 fastener 2 of rail;The track plates 3 Upper surface be provided with track 20, the track 20 is for fixing 1 fastener 2 of rail, and 1 fastener 2 of rail is for fixing Rail 1;Track plates 3 are whole in a strip shape;The track 20 is arranged perpendicular to the length direction of the track plates 3;The track Plate 3 is equipped with the position limiting structure for limiting 3 planar movement of track plates;The M track plates 3 are in default rail track head and the tail It is connected to form dismountable track solid concrete roabed;Wherein, M is the positive integer greater than 1.Accordingly it is desirable to which pre-track is passed through limit Bit architecture carries out the displacement limitation in horizontal direction.
Specifically, when carrying out the setting of first through hole 101, first through hole 101 can be set to including: to be set to institute State on track plates 3 along the through-hole of track centerline or be set on the track plates 3 in plum blossom-shaped distribution through-hole.Namely It says, on track plates 3, more than one through-hole can be set, all through-holes can be along the center that track is arranged on track plates 3 Line setting may be set to be and for example can be set to six through-holes in plum blossom-shaped distribution in other shapes, it is of course also possible to First through hole 101 is set as on the track plates 3 being distributed in quincuncial pile, Big Dipper shape, that is to say, that first through hole 101 Including multiple through-holes, can arrange according to arbitrary shape, the embodiment of the present invention is not intended to limit the arrangement side of first through hole 101 Formula.
Can also to set first through hole 101 to include: the first semicircle orifice for being set to the edge of the first track plates 3, is set It is placed in second semicircle orifice at the edge of the second track plates 3;The radius of the radius of first semicircle orifice and second semicircle orifice It is equal;When first track plates 3 are end to end with second track plates 3, first semicircle orifice and described the second half Circular hole forms first through hole 101.That is, two adjacent track plates 3 can be respectively with the through-hole of half, when being filled Assembled with formula track can form an entire through-hole, to can also increase adjacent orbit plate while can limit Cooperation matching relationship between 3, it is convenient to be assembled in construction.
Specifically when carrying out the setting of column 7, cylindrical body or square body can be set by column 7, certainly may be used To set column 7 of the cross section as other shapes for column 7.For example, can be seamless steel pipe or carbon fiber by column 7 Dimension pipe.The flexible injection material between column 7 described in flexible ring or the injection corresponding through-hole is set by buffer body. It is injected into the gap between column 7 and corresponding through-hole it is, for example, possible to use polyurethane material.In order to increase column 7 Service life rust preventing processing or gold can be carried out to columnar metal body 7 when the column 7 is columnar metal body 7 Belong to and being handled with the vulcanization of rubber.Column 7 can be specifically set as cylindrical body, and cylindrical body is using materials such as seamless steel pipe or carbon fiber pipes The flexible ring of material production, cylinder diameter 90mm or more, cylindrical body outsourcing insulation is contacted with the inner wall of first through hole 101.
It is worth noting that on the basis of above-mentioned concrete mode, in present embodiment, water when precipitation in order to prevent It is flowed into first through hole 101, the upper end peripheral part of first through hole 101 can be higher than to the upper surface of the track plates 3, also It is to say that annular projection 301 is arranged in the upper end periphery of first through hole 101.Also, the replacement of column 7 for convenience, Ke Yi Pull-tab 701 is arranged in the upper end of column 7, pulls out column 77 from first through hole 101, the second hole 102 to facilitate.
When specifically being constructed, after the completion of the accurate laying in place of precast track plate 3, in the reserved through-hole of railway roadbed limit The lead to the hole site of the smaller part round recessed at position or plate end composition, the special jewel to be matched using circular diameter in bit diameter and through-hole Machine, the jewel hole on 5/ pedestal 6 of pedestal of through-hole upright projection range, the minimum-depth that annulus drill bit pierces are 100mm, and drill core is mixed Solidifying soil can be taken off also can original place reservation.After drilling machine takes out, fixed from the lead to the hole site insertion cylinder of assembly railway roadbed, cylinder is without outer Packet insulation flexible ring can pour into the materials such as polyurethane from the gap of cylinder and through-hole after cylinder is inserted into and fixes.Insertion first The cylinder of through-hole 101 is fixed on pedestal 5 and/or pedestal 6, In using the production of the materials such as seamless steel pipe or carbon fiber pipe The flexible ring of insulation is set between the thickness range cylinder and through-hole of precast track plate 3.
The embodiment of the present invention provides a kind of assembled track, comprising: track plates 3, pedestal 5, such as above-mentioned any embodiment party The position limiting structure of assembled track is used for described in formula.
The embodiment of the present invention provides a kind of position limiting structure for assembled track, column and buffer body, can damage Bad when, removably mutually separates with track plates, pedestal, easily changes to realize, and in construction and installation, also can be fast Speed is installed, and is provided the foundation for the standardized construction of position limiting structure, installation, maintenance.
Although above having used general explanation and specific embodiment, the present invention is described in detail, at this On the basis of invention, it can be made some modifications or improvements, this will be apparent to those skilled in the art.Therefore, These modifications or improvements without departing from theon the basis of the spirit of the present invention are fallen within the scope of the claimed invention.

Claims (10)

1. a kind of position limiting structure for assembled track, the assembled track, comprising: track plates, pedestal, feature exist In the position limiting structure includes: column, buffer body;
The column for being plugged in corresponding through-hole of the track plates with the pedestal, with limit the track plates with it is described Pedestal moves horizontally;
The corresponding through-hole includes: the first through hole through the track plate thickness direction, and perpendicular to table on the pedestal Second hole in face;
The buffer body is set between column described in the corresponding through-hole.
2. the position limiting structure according to claim 1 for assembled track, which is characterized in that the first through hole packet It includes: being set on the track plates along the through-hole of track centerline or be set on the track plates in the logical of plum blossom-shaped distribution Hole.
3. according to the position limiting structure described in claim 1 for assembled track, which is characterized in that
The first through hole, further includes: be set to first semicircle orifice at the edge of the first track plates, be set to the second track plates Second semicircle orifice at edge;The radius of first semicircle orifice is equal with the radius of second semicircle orifice;
When first track plates and second track plates are end to end, first semicircle orifice and second semicircle orifice Form first through hole.
4. according to the position limiting structure described in claim 1 for assembled track, which is characterized in that
The column is cylindrical body or square body.
5. the position limiting structure according to claim 4 for assembled track, which is characterized in that
The column is seamless steel pipe or carbon fiber pipe.
6. the position limiting structure according to claim 1 for assembled track, which is characterized in that
The buffer body is the flexible injection material between column described in flexible ring or the injection corresponding through-hole.
7. the position limiting structure according to claim 6 for assembled track, which is characterized in that
The flexible injection material is polyurethane material.
8. the position limiting structure according to claim 1 for assembled track, which is characterized in that
When the column is columnar metal body, the columnar metal body is by rust preventing processing or metal and rubber sulphur Change the columnar metal body of processing.
9. the position limiting structure according to any one of claims 1 to 8 for assembled track, which is characterized in that
The upper end peripheral part of the first through hole is higher than the upper surface of the track plates.
10. a kind of assembled track characterized by comprising track plates, pedestal, as described in any one of claim 1 to 9 Position limiting structure for assembled track.
CN201910803335.XA 2019-08-28 2019-08-28 A kind of position limiting structure and assembled track for assembled track Pending CN110468628A (en)

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Application Number Priority Date Filing Date Title
CN201910803335.XA CN110468628A (en) 2019-08-28 2019-08-28 A kind of position limiting structure and assembled track for assembled track

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111074696A (en) * 2020-01-03 2020-04-28 西南交通大学 Assembly type tunnel track unit, assembly type tunnel track and deformation maintenance method thereof
CN114232391A (en) * 2021-12-14 2022-03-25 中铁第四勘察设计院集团有限公司 CFT (cement fly-ash gravel) sleeper type ballastless track and construction method thereof
CN115387164A (en) * 2022-09-27 2022-11-25 中铁第四勘察设计院集团有限公司 Reliably-operated plate-type ballastless track structure and construction method and adjustment method thereof

Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT8840190A0 (en) * 1988-12-28 1988-12-28 Piesse Spa SERIES OF TWO PREFABRICATED ELEMENTS FOR THE CONSTRUCTION OF HIGH-SPEED RAILWAY LINES AND ASSEMBLY PROCEDURE OF SAID ELEMENTS
DE4007710A1 (en) * 1990-03-10 1991-09-12 Dyckerhoff & Widmann Ag Railway track-laying system in tunnel - forms floor with same transverse inclination as track
DE19514005A1 (en) * 1995-04-13 1996-11-14 Wiebe Hermann Grundstueck Arrangement for fastening concrete sleeper to concrete or asphalt bed plate
CN1688765A (en) * 2002-08-09 2005-10-26 普夫莱德雷尔基础设施技术有限及两合公司 Ballastless track and method for the production thereof
CN1821489A (en) * 2005-02-16 2006-08-23 皇家Bam集团公司 Railway track construction with road bed and track slabs
DE102006055307A1 (en) * 2006-11-23 2008-05-29 Marks, Thomas, Dipl.-Ing. Cross-beams fixing method for railways, involves arranging anchor block that form-fits with recesses in beam sides and force-fits with underground, in recesses, where block is made by lining and sealing of hollow form with membrane
WO2014037838A1 (en) * 2012-09-04 2014-03-13 Rte Technologie Gmbh Locating pin arrangement for aligning railway slabs on a base plate
CN105350403A (en) * 2015-09-30 2016-02-24 同济大学 Track board with periodic structure characteristics and track board damping system
CN105625105A (en) * 2016-01-11 2016-06-01 北京城建设计发展集团股份有限公司 Construction method for precast type vibration damping track board
CN105625104A (en) * 2016-01-11 2016-06-01 北京城建设计发展集团股份有限公司 Precast slab type vibration damping rail structural system and matched construction method
CN105714619A (en) * 2016-04-21 2016-06-29 中铁二十四局集团有限公司 Construction method of plate type ballast-free bed structure
CN205934593U (en) * 2016-08-23 2017-02-08 吴永芳 Assemble board -like track structure
CN106948226A (en) * 2017-05-09 2017-07-14 隔而固(青岛)振动控制有限公司 Easy care cushion vibration-damping ballast
CN107034742A (en) * 2017-04-28 2017-08-11 广州地铁设计研究院有限公司 A kind of prefabricated plate rail structure applied to circular tunnel
CN108086061A (en) * 2017-12-28 2018-05-29 北京交通大学 A kind of position limiting structure of non-fragment orbit
CN207998754U (en) * 2018-02-11 2018-10-23 中铁二院工程集团有限责任公司 A kind of preventing mean and ballastless track system that prevent non-fragment orbit from arching up
CN207998752U (en) * 2018-01-08 2018-10-23 国储运通轨道交通科技有限公司 Bridge-type longeron damper rail system

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT8840190A0 (en) * 1988-12-28 1988-12-28 Piesse Spa SERIES OF TWO PREFABRICATED ELEMENTS FOR THE CONSTRUCTION OF HIGH-SPEED RAILWAY LINES AND ASSEMBLY PROCEDURE OF SAID ELEMENTS
DE4007710A1 (en) * 1990-03-10 1991-09-12 Dyckerhoff & Widmann Ag Railway track-laying system in tunnel - forms floor with same transverse inclination as track
DE19514005A1 (en) * 1995-04-13 1996-11-14 Wiebe Hermann Grundstueck Arrangement for fastening concrete sleeper to concrete or asphalt bed plate
CN1688765A (en) * 2002-08-09 2005-10-26 普夫莱德雷尔基础设施技术有限及两合公司 Ballastless track and method for the production thereof
CN1821489A (en) * 2005-02-16 2006-08-23 皇家Bam集团公司 Railway track construction with road bed and track slabs
DE102006055307A1 (en) * 2006-11-23 2008-05-29 Marks, Thomas, Dipl.-Ing. Cross-beams fixing method for railways, involves arranging anchor block that form-fits with recesses in beam sides and force-fits with underground, in recesses, where block is made by lining and sealing of hollow form with membrane
WO2014037838A1 (en) * 2012-09-04 2014-03-13 Rte Technologie Gmbh Locating pin arrangement for aligning railway slabs on a base plate
CN105350403A (en) * 2015-09-30 2016-02-24 同济大学 Track board with periodic structure characteristics and track board damping system
CN105625105A (en) * 2016-01-11 2016-06-01 北京城建设计发展集团股份有限公司 Construction method for precast type vibration damping track board
CN105625104A (en) * 2016-01-11 2016-06-01 北京城建设计发展集团股份有限公司 Precast slab type vibration damping rail structural system and matched construction method
CN105714619A (en) * 2016-04-21 2016-06-29 中铁二十四局集团有限公司 Construction method of plate type ballast-free bed structure
CN205934593U (en) * 2016-08-23 2017-02-08 吴永芳 Assemble board -like track structure
CN107034742A (en) * 2017-04-28 2017-08-11 广州地铁设计研究院有限公司 A kind of prefabricated plate rail structure applied to circular tunnel
CN106948226A (en) * 2017-05-09 2017-07-14 隔而固(青岛)振动控制有限公司 Easy care cushion vibration-damping ballast
CN108086061A (en) * 2017-12-28 2018-05-29 北京交通大学 A kind of position limiting structure of non-fragment orbit
CN207998752U (en) * 2018-01-08 2018-10-23 国储运通轨道交通科技有限公司 Bridge-type longeron damper rail system
CN207998754U (en) * 2018-02-11 2018-10-23 中铁二院工程集团有限责任公司 A kind of preventing mean and ballastless track system that prevent non-fragment orbit from arching up

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111074696A (en) * 2020-01-03 2020-04-28 西南交通大学 Assembly type tunnel track unit, assembly type tunnel track and deformation maintenance method thereof
CN114232391A (en) * 2021-12-14 2022-03-25 中铁第四勘察设计院集团有限公司 CFT (cement fly-ash gravel) sleeper type ballastless track and construction method thereof
CN115387164A (en) * 2022-09-27 2022-11-25 中铁第四勘察设计院集团有限公司 Reliably-operated plate-type ballastless track structure and construction method and adjustment method thereof

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Application publication date: 20191119

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