CN108774921A - A kind of assembled fragment-free track slab - Google Patents

A kind of assembled fragment-free track slab Download PDF

Info

Publication number
CN108774921A
CN108774921A CN201810919555.4A CN201810919555A CN108774921A CN 108774921 A CN108774921 A CN 108774921A CN 201810919555 A CN201810919555 A CN 201810919555A CN 108774921 A CN108774921 A CN 108774921A
Authority
CN
China
Prior art keywords
cell board
fragment
assembled
cell
track
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
CN201810919555.4A
Other languages
Chinese (zh)
Inventor
姚力
刘大园
庞玲
江万红
刘伟
巫江
卢野
郝远行
杜华杨
柏云
吴承锦
翟淼
易佳俊
孙超杰
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.)
China Railway Eryuan Engineering Group Co Ltd CREEC
Original Assignee
China Railway Eryuan Engineering Group Co Ltd CREEC
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Railway Eryuan Engineering Group Co Ltd CREEC filed Critical China Railway Eryuan Engineering Group Co Ltd CREEC
Priority to CN201810919555.4A priority Critical patent/CN108774921A/en
Publication of CN108774921A publication Critical patent/CN108774921A/en
Pending legal-status Critical Current

Links

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
    • E01B1/005Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses a kind of assembled non-fragment orbit cell board and fragment-free track slabs, and wherein cell board includes cell board ontology, and several installation rooms being preset on cell board ontology;Fragment-free track slab includes the bindiny mechanism of several cell boards and connection unit plate, includes laterally at least two cell boards being connected with each other along track plates, and longitudinal along track plates also includes at least two cell boards being connected with each other.The assembled fragment-free track slab of the present invention is assembled by several cell boards, the scale of construction is big, weight weight fragment-free track slab breaks the whole up into parts, since the cell board scale of construction is small, light-weight, prefabrication difficulty reduces, the deformation for the track plates being assembled into is small, facilitate transport and lifting, during operation, if foundation deformation is larger under line, non-fragment orbit is detachably at the unit harden structure of fritter, replace and maintenance difficulty be greatly reduced, enhance track plates adjustment capability and can repair ability, the present invention have wide promotion prospect.

Description

A kind of assembled fragment-free track slab
Technical field
The present invention relates to technical field of rail traffic, more particularly to a kind of assembled fragment-free track slab.
Background technology
Rail system is direct vehicle load and the key structure system for keeping vehicle smooth-going to run in rail traffic, Play the role of forming a connecting link in entire wheel rail system, rail system is generally by rail, fastener, sleeper, railway roadbed and lower part branch Support the compositions such as layer.Rail system is divided into Ballast track and non-fragment orbit two types, the road of Ballast track according to the form of railway roadbed Bed is built by railway ballast, and the railway roadbed of non-fragment orbit is built by reinforced concrete structure.Non-fragment orbit is compared with Ballast track Compared with having the apparent advantages such as globality is more preferable, stability is good, Trajectory Sets retentivity is good, maintenance workload is few.
Non-fragment orbit most rises early in Europe and Japan, introduces China later, by nearly development in 20 years, non-fragment orbit exists It is developed in Chinese Railway process of construction, and innovation and development has gone out a variety of non-fragment orbit types.Non-fragment orbit according to The manufacture of track plates is divided into two kinds of major class of precast slab type ballastless track and cast-in-place non-fragment orbit.Precast slab type ballastless track generation The CRTS I, CRTS II, CRTSIII plate-type non-fragment orbits for having China of table, Japanese slab track, German Bo Ge Slab track etc..Cast-in-place non-fragment orbit representative has the CRTS I of China, CRTS II type double-block type ballastless tracks, Chinese Support block type ballastless track, German 2000 ballastless track system of radar and the general woods non-fragment orbit of the rising sun etc..
Non-fragment orbit has obtained large-scale application, either state-owned railroads field or city in the world at present Field of track traffic, and have extensive foreground, but still have some problems to be solved, i.e., its adjustment capability compared with Difference, can repair ability it is poor, when infrastructure occur it is larger sedimentation, horizontal displacement or arch deformation when, non-fragment orbit can not Be adjusted, therefore, non-fragment orbit the poor area of geological conditions and deformation can not or area more rambunctious paving And if developing hindered.In addition, prefabricated platy ballastless track structure, the scale of construction of track plates is larger, in manufacture control, fortune During defeated, site operation and repair are replaced, there is more problem.In the non-fragment orbit being laid at present, partly without the tiny fragments of stone, coal, etc. Rail system generates destruction because the deformation of infrastructure is excessive, can not normal use, repair replacing construction it is long, difficulty is big, sternly The normal operation of rail traffic is affected again.Therefore, ballastless track system needs in terms of replaceable, easy-maintaining, big adjustment capability Carry out deeper into optimization innovation, it is existing to solve the problems, such as.
Invention content
It is an object of the invention to overcome, the adjustment capability of the existing non-fragment orbit in the presence of the prior art is poor, can repair Reactivation power is poor, and manufacture, transport, construction, inconvenient maintenance deficiency, provide a kind of assembled non-fragment orbit cell board and without the tiny fragments of stone, coal, etc. Track plates, have the scale of construction it is small, it is easy manufacture, easily transport, easily replace, it is easy-maintaining the features such as, be applicable to tunnel, roadbed, bridge etc. Type of foundation under various lines.
In order to achieve the above-mentioned object of the invention, the present invention provides following technical schemes:
A kind of assembled non-fragment orbit cell board, including cell board ontology, and be preset on the cell board ontology Several installation rooms, it is described installation room be cell board ontology on reserve recessed outdoor hole.
The fragment-free track slab that the present invention is big by the scale of construction, weight is heavy breaks the whole up into parts, and passes through the installation reserved on the cell board Room and connector match, you can be assembled into complete fragment-free track slab.Since the cell board scale of construction is small, light-weight, factory is pre- Difficulty processed substantially reduces, and in the construction process, facilitates transport and lifting, and easy to assembly between adjacent cells plate, is assembled into Track plates deformation it is small.
Preferably, several interface channels are also reserved on the cell board ontology, each installation room is corresponding to be connected It is logical that there are one the interface channels.The stage of being prefabricated in the factory can reserve interface channel, to facilitate subsequent unit board group Dress.It is of course also possible to not reserve interface channel, interface channel can be equally obtained by means such as scene drillings, realizes unit The assembling of plate.
Preferably, the installation room is located at at least two edges of the cell board ontology, to can realize with it is adjacent The assembly and connection of cell board ultimately forms complete track harden structure.Each edge of cell board ontology can be optionally arranged One or more installation rooms.
Preferably, the shape of the cell board ontology is rectangle or wedge shape.When being laid with straight line location, by identical Rectangular element plate is arranged symmetrically and is linked and packed, you can forms complete track harden structure;When being laid with 3 in Curve Segment, according to song The size of line radius may be used wedge shaped element plate and be linked and packed, to form the track harden structure with curvature.When laying line When the shape of section is more special, also cell board can be designed to triangle, diamond shape, parallelogram, trapezoidal according to actual requirement Deng.Therefore, the present invention is good to the adaptability for being laid with location, solves the fragment-free track slab that original scale of construction is big, weight is heavy and adapts to Property difference problem, can especially assemble the track harden structure with curvature, greatly reduce the track harden structure with curvature Difficulty of processing.
Preferably, the cell board ontology includes a variety of different sizes, can make various sizes of cell board Standard component can be assembled into the track plates of various different lengths, width, curvature, no by the splicing of various sizes of cell board It is only capable of meeting construction requirement, and further improves construction efficiency, realize standardized construction.
Preferably, the cell board ontology is embedded with emepalcement casing, and/or is embedded with connection reinforcing bar, and/or is embedded with purlin Frame reinforcing bar, and/or it is preset with fastener mounting hole.
The invention also discloses a kind of assembled fragment-free track slabs, including several cell boards, and the connection unit The bindiny mechanism of plate, wherein include laterally at least two cell boards being connected with each other along track plates, and along track plates longitudinal direction Also include at least two cell boards being connected with each other.
The assembled fragment-free track slab of the present invention is assembled by several cell boards, not only in work progress In, the deformation for the track plates for facilitating transport and lifting, and being assembled into is small, during operation, if under line foundation deformation compared with Greatly, non-fragment orbit is replaced detachably at the unit harden structure of fritter and maintenance difficulty is greatly reduced, enhance the tune of track plates Whole ability and can repair ability.Therefore, no matter in state-owned railroads or field of urban rail, the present invention all have wide Promotion prospect.
Preferably, all cell boards form continuous track harden structure or all cell boards form segmentation , there is segmentation seam between the track plates of different sections in track harden structure, segmentation seam can provide certain deformation space to track plates, subtract Stress concentration inside few track plates.
Preferably, it is additionally provided with track on the cell board, at this point, fastener system is mounted on track, can not also set Track, fastener system can be directly installed on cell board.
Preferably, detachable connection between the adjacent cell board, facilitates installation, dismounting and repair.
Preferably, the bindiny mechanism includes the installation room being preset on each cell board, each installation The interface channel that room is communicated with runs through and connects the connector of the two neighboring interface channel, the connector Both ends are separately fixed on the two neighboring installation room.After the completion of cell board assembly, it may be selected to carry out the installation room It shuts or directly outdoor.
Preferably, the both ends of the connector are bolted respectively on the installation room, facilitate installation, dismounting and repair.
Compared with prior art, the advantageous effect of assembled non-fragment orbit cell board of the present invention:
(1) fragment-free track slab that the present invention is big by the scale of construction, weight is heavy breaks the whole up into parts, and passes through the peace reserved on the cell board Dress room and connector match, you can be assembled into complete fragment-free track slab.Since the cell board scale of construction is small, light-weight, factory Prefabricated difficulty substantially reduces, and in the construction process, facilitates transport and lifting, and easy to assembly between adjacent cells plate, assembly At track plates deformation it is small.
(2) present invention is good to the adaptability for being laid with location, and it is suitable to solve the fragment-free track slab that original scale of construction is big, weight is heavy The problem of answering property difference can especially assemble the track harden structure with curvature, it is hardened to greatly reduce the track with curvature The difficulty of processing of structure.
(3) cell board includes a variety of different sizes, can various sizes of cell board be made standard component, is led to The splicing of various sizes of cell board is crossed, the track plates of various different lengths, width, curvature can be assembled into, can not only be met Construction requirement, and construction efficiency is further improved, realize standardized construction.
Compared with prior art, the advantageous effect of assembled fragment-free track slab of the present invention:
The assembled fragment-free track slab of the present invention is assembled by several cell boards, not only in work progress In, the deformation for the track plates for facilitating transport and lifting, and being assembled into is small, during operation, if under line foundation deformation compared with Greatly, non-fragment orbit is replaced detachably at the unit harden structure of fritter and maintenance difficulty is greatly reduced, enhance the tune of track plates Whole ability and can repair ability.Therefore, no matter in state-owned railroads or field of urban rail, the present invention all have wide Promotion prospect.
Description of the drawings:
Fig. 1 is the vertical view of the cell board described in the embodiment of the present invention 1.
Fig. 2 is a kind of cross-sectional view of the cell board described in the embodiment of the present invention 1.
Fig. 3 is a kind of cross-sectional view of the cell board described in the embodiment of the present invention 1.
Fig. 4 is the connection diagram of the cell board described in the embodiment of the present invention 2.
Fig. 5 is the cross-sectional view of the track plates described in the embodiment of the present invention 2.
Fig. 6 is the cross-sectional view of the track plates described in the embodiment of the present invention 3.
Fig. 7 is the cross-sectional view of the track plates described in the embodiment of the present invention 4.
Fig. 8 is the cross-sectional view of the track plates described in the embodiment of the present invention 5.
Fig. 9 is the cross-sectional view of the track plates described in the embodiment of the present invention 6.
Figure 10 is the cross-sectional view of the track plates described in the embodiment of the present invention 7.
Figure 11 is the vertical view of continuous track harden structure of the present invention.
Figure 12 is the vertical view of the track harden structure of segmentation of the present invention.
It is marked in figure:1- cell boards, 2- bindiny mechanisms, 3- connection reinforcing bars, 4- truss bars, 5- fastener mounting holes, 6- are held Rail platform, 7- install room, 8- interface channels, 9- connectors, 10- segmentation seams, 11- cell board ontologies.
Specific implementation mode
With reference to test example and specific implementation mode, the present invention is described in further detail.But this should not be understood It is only limitted to embodiment below for the range of the above-mentioned theme of the present invention, it is all that this is belonged to based on the technology that the content of present invention is realized The range of invention.
Embodiment 1
As shown in Figure 1-Figure 3, a kind of assembled non-fragment orbit cell board, including cell board ontology 11, in the cell board Several being preset on ontology 11 install rooms 7, and several interface channels being reserved on the cell board ontology 11 8, there are one the interface channels 8 for the corresponding connection in each installation room 7.The installation room 7 is pre- on cell board ontology 11 The recessed outdoor hole stayed, the interface channel 8 are located at the inside of the cell board ontology 11, and the one of the interface channel 8 End opening is located in the installation room 7, and the other end is pierced by the cell board ontology 11, and opening is positioned at the cell board ontology 11 Side.In order to realize that the connection with adjacent cells plate, the installation room 7 and corresponding interface channel 8 are located at the cell board At at least two edges of ontology 11.
The shape of the cell board ontology 11 is rectangle or wedge shape, and the cell board ontology 11 may include a variety of different rulers It is very little, to realize the assembly of the track plates to different type, curvature.
It is predeterminable on the cell board ontology 11 to have fastener mounting hole 5 and track 6 (as shown in Figure 2), it can not also set and hold Rail platform 6 (as shown in Figure 3).The cell board ontology 11 also can pre-buried connection reinforcing bar 3 (as shown in Figure 2), also can pre-buried Truss Steel Muscle 4 (as shown in Figure 3).
Embodiment 2
As shown in fig. 4-5, a kind of assembled fragment-free track slab, including several cell boards 1 of track plates are assembled into, with And connect the bindiny mechanism 2 of the cell board 1, wherein include laterally at least two units being connected with each other along track plates Plate 1, and longitudinal along track plates also includes at least two cell boards 1 being connected with each other.The shape of the cell board 1 is rectangle Or wedge shape, the cell board 1 may include a variety of different sizes.As shown in figure 11, all cell boards 1 form continuous rail Road harden structure.
1 pre-buried connection reinforcing bar 3 of the cell board, to be connected with substructure.It is additionally provided with support rail on the cell board 1 Platform 6, the cell board 1 and track 6 are preset with fastener mounting hole 5, and fastener system is mounted on track 6, and by holding Rail platform 6 can realize the flange of rail gradient.
Detachable connection between the adjacent cell board 1, specifically, the bindiny mechanism 2 is included in each list The installation room 7 being preset on first plate 1 and interface channel 8 run through and connect the connector 9 of the two neighboring interface channel 8, The both ends of the connector 9 are bolted respectively on the two neighboring installation room 7.The interface channel 8 can be straight line or song Cable architecture, the interface channel 8 are connected reliable preferably through the centre of form of 1 side wall of the cell board with guarantee.The connector 9 optional bolts or flexible structural member etc..
Embodiment 3
As shown in fig. 6, the present embodiment is with embodiment 1, difference lies in be not provided with track 6, fastener on the cell board 1 System is mounted directly on the unit 1, and the flange of rail gradient is realized by fastener system.
Embodiment 4
As shown in fig. 7, the present embodiment and embodiment 1 be difference lies in, 1 pre-buried truss bars 4 of the cell board, to Substructure is connected.As shown in figure 12, the track harden structure of all composition of the cell board 1 segmentations, the track plates of different sections Between there is segmentation seam 10, not assembled connection between the cell board 1 of both sides, segmentation seam 10 can be provided to track plates at segmentation seam 10 Certain deformation space, to reduce the stress concentration inside track plates.
Embodiment 5
As shown in figure 8, the present embodiment and embodiment 1 be difference lies in, 1 pre-buried truss bars 4 of the cell board, to Substructure is connected.Track 6 is not provided on the cell board 1, fastener system is mounted directly on the unit 1, passes through fastener System realizes the flange of rail gradient.
Embodiment 6
As shown in figure 9, the present embodiment and embodiment 1 difference lies in the lower surface design of, the cell board 1 at track The shape that basis matches, to meet the requirement on not collinear lower basis.
Embodiment 7
As shown in Figure 10, the present embodiment and embodiment 1 difference lies in the lower surface design of, the cell board 1 at tunnel The compatible arc of road structure type, to meet the requirement on not collinear lower basis.It is not provided with support rail on the cell board 1 Platform 6, fastener system are mounted directly on the unit 1, and the flange of rail gradient is realized by fastener system.
Above example is only to illustrate the present invention and not limits technical solution described in the invention, although this explanation Book is with reference to above-mentioned each embodiment to present invention has been detailed description, but the present invention is not limited to above-mentioned specific implementation Mode, therefore any modify to the present invention or equivalent replacement;And the technical side of all spirit and scope for not departing from invention Case and its improvement, are intended to be within the scope of the claims of the invention.

Claims (10)

1. a kind of assembled non-fragment orbit cell board, which is characterized in that including cell board ontology (11), and in the cell board Several installations room (7) being preset on ontology (11).
2. a kind of assembled non-fragment orbit cell board according to claim 1, which is characterized in that the cell board ontology (11) several interface channels (8) are also reserved on, there are one the interface channels for the corresponding connection of each installation room (7) (8)。
3. a kind of assembled non-fragment orbit cell board according to claim 1, which is characterized in that installation room (7) position At at least two edges of the cell board ontology (11).
4. a kind of assembled non-fragment orbit cell board according to claim 1, which is characterized in that the cell board ontology (11) shape is rectangle or wedge shape.
5. a kind of assembled non-fragment orbit cell board according to claim 1, which is characterized in that the cell board ontology (11) include a variety of different sizes.
6. according to a kind of any assembled non-fragment orbit cell boards of claim 1-5, which is characterized in that the cell board Ontology (11) is embedded with emepalcement casing, and/or is embedded with connection reinforcing bar (3), and/or is embedded with truss bars (4), and/or pre- Equipped with fastener mounting hole (5).
7. a kind of assembled fragment-free track slab, which is characterized in that include a kind of several lists as described in claim 1-6 is any First plate (1), and connect the bindiny mechanism (2) of the cell board (1), wherein include laterally at least two mutual along track plates The cell board (1) of connection, and longitudinal along track plates also includes at least two cell boards (1) being connected with each other.
8. a kind of assembled fragment-free track slab according to claim 7, which is characterized in that all cell board (1) groups At continuous track harden structure or the track harden structure of all cell boards (1) composition segmentation.
9. according to a kind of any assembled fragment-free track slabs of claim 7-8, which is characterized in that the adjacent cell board (1) detachable connection between.
10. a kind of assembled fragment-free track slab according to claim 9, which is characterized in that the bindiny mechanism (2) includes The installation room (7) being preset on each cell board (1), the interface channel that each installation room (7) is communicated with (8), run through and connect the connector (9) of the two neighboring interface channel (8), the both ends of the connector (9) are fixed respectively On the two neighboring installation room (7).
CN201810919555.4A 2018-08-13 2018-08-13 A kind of assembled fragment-free track slab Pending CN108774921A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810919555.4A CN108774921A (en) 2018-08-13 2018-08-13 A kind of assembled fragment-free track slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810919555.4A CN108774921A (en) 2018-08-13 2018-08-13 A kind of assembled fragment-free track slab

Publications (1)

Publication Number Publication Date
CN108774921A true CN108774921A (en) 2018-11-09

Family

ID=64029234

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810919555.4A Pending CN108774921A (en) 2018-08-13 2018-08-13 A kind of assembled fragment-free track slab

Country Status (1)

Country Link
CN (1) CN108774921A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114016335A (en) * 2021-12-02 2022-02-08 南京铁道职业技术学院 Ballastless track plate and production method thereof
CN114086435A (en) * 2021-11-30 2022-02-25 中铁第四勘察设计院集团有限公司 Prefabricated plate-type track structure of full assembled

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030057291A1 (en) * 2001-09-27 2003-03-27 Cheng Chor Chiu Rail boards
CN101603281A (en) * 2009-07-02 2009-12-16 中铁二院工程集团有限责任公司 Integral ballastless track
FR2938274A1 (en) * 2008-11-10 2010-05-14 Alstom Transport Sa Ballastlles fixed path superstructure for railway track running rail, has foundation slab including succession of foundation slab sections separated by spaces, where each slab section is defined by transversal edges of slab sections
CN201495454U (en) * 2009-09-01 2010-06-02 中铁二院工程集团有限责任公司 High-speed railway plate type ballastless track longitudinal connecting structure
CN201581307U (en) * 2009-10-22 2010-09-15 中铁二院工程集团有限责任公司 Longitudinal connecting component of slab type ballastless track for high speed railway
CN203065898U (en) * 2012-12-12 2013-07-17 洛阳双瑞橡塑科技有限公司 Longitudinal connecting mechanism of track board
CN103898812A (en) * 2012-12-25 2014-07-02 中铁第四勘察设计院集团有限公司 Ballastless track split type base
CN105200868A (en) * 2015-09-14 2015-12-30 中国铁道科学研究院金属及化学研究所 Novel slab ballastless track structure
CN107190585A (en) * 2017-07-10 2017-09-22 中铁第四勘察设计院集团有限公司 A kind of cast-in-place sleeper plate-type ballastless track and its construction method
CN107227659A (en) * 2017-07-10 2017-10-03 中铁第四勘察设计院集团有限公司 A kind of assembled non-fragment orbit
CN107724188A (en) * 2017-11-28 2018-02-23 西安卓控环保科技有限公司 A kind of prefabricated floating plate railway roadbed vibrating isolation system
CN208830061U (en) * 2018-08-13 2019-05-07 中铁二院工程集团有限责任公司 A kind of assembled non-fragment orbit cell board and fragment-free track slab

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030057291A1 (en) * 2001-09-27 2003-03-27 Cheng Chor Chiu Rail boards
FR2938274A1 (en) * 2008-11-10 2010-05-14 Alstom Transport Sa Ballastlles fixed path superstructure for railway track running rail, has foundation slab including succession of foundation slab sections separated by spaces, where each slab section is defined by transversal edges of slab sections
CN101603281A (en) * 2009-07-02 2009-12-16 中铁二院工程集团有限责任公司 Integral ballastless track
CN201495454U (en) * 2009-09-01 2010-06-02 中铁二院工程集团有限责任公司 High-speed railway plate type ballastless track longitudinal connecting structure
CN201581307U (en) * 2009-10-22 2010-09-15 中铁二院工程集团有限责任公司 Longitudinal connecting component of slab type ballastless track for high speed railway
CN203065898U (en) * 2012-12-12 2013-07-17 洛阳双瑞橡塑科技有限公司 Longitudinal connecting mechanism of track board
CN103898812A (en) * 2012-12-25 2014-07-02 中铁第四勘察设计院集团有限公司 Ballastless track split type base
CN105200868A (en) * 2015-09-14 2015-12-30 中国铁道科学研究院金属及化学研究所 Novel slab ballastless track structure
CN107190585A (en) * 2017-07-10 2017-09-22 中铁第四勘察设计院集团有限公司 A kind of cast-in-place sleeper plate-type ballastless track and its construction method
CN107227659A (en) * 2017-07-10 2017-10-03 中铁第四勘察设计院集团有限公司 A kind of assembled non-fragment orbit
CN107724188A (en) * 2017-11-28 2018-02-23 西安卓控环保科技有限公司 A kind of prefabricated floating plate railway roadbed vibrating isolation system
CN208830061U (en) * 2018-08-13 2019-05-07 中铁二院工程集团有限责任公司 A kind of assembled non-fragment orbit cell board and fragment-free track slab

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114086435A (en) * 2021-11-30 2022-02-25 中铁第四勘察设计院集团有限公司 Prefabricated plate-type track structure of full assembled
CN114086435B (en) * 2021-11-30 2023-11-28 中铁第四勘察设计院集团有限公司 Full-assembled prefabricated plate type track structure
CN114016335A (en) * 2021-12-02 2022-02-08 南京铁道职业技术学院 Ballastless track plate and production method thereof

Similar Documents

Publication Publication Date Title
CN201843076U (en) Groove-shaped steel bridge deck structure of high-speed railway steel tied arched bridge
CN205474784U (en) Prefabricated T roof beam
CN112609912B (en) Construction method for newly building canopy in overhead operation subway station
CN208830061U (en) A kind of assembled non-fragment orbit cell board and fragment-free track slab
CN108774921A (en) A kind of assembled fragment-free track slab
CN214005379U (en) Prefabricated part for expanding existing elevated operation subway station platform
CN108774922A (en) A kind of assembled ballastless track system
CN2758310Y (en) Biblock type rail bearing
CN202099699U (en) Elastic supporting vibration isolation component ballast bed
CN208632885U (en) A kind of assembled ballastless track system
KR100759923B1 (en) Low height and longspan girder for a railway
CN208009170U (en) Plate-type ballastless track on a kind of steel truss girder bridge
CN110029530A (en) A kind of novel track system
CN216378953U (en) Magnetic suspension track beam system laid in tunnel
CN112610244B (en) Prefabricated part for expanding existing elevated operation subway station platform and installation method thereof
CN107858868A (en) A kind of railcar track plates
CN211900629U (en) Tunnel secondary lining concrete chute system
CN211420740U (en) Track is assembled to well low-speed magnetic levitation girder steel
CN209584730U (en) A kind of steel reinforced concrete pile slab structure for not interrupting below railway in operation
CN207512519U (en) A kind of prefabricated subway assembled track plate
CN203639767U (en) Temporary-assembly-type track structure
CN207891658U (en) A kind of straddle-type monorail curve track girder construction with lateral connection component
JP4606665B2 (en) Road construction method
CN212128691U (en) Steel buttress for replacing and temporarily supporting subway sleeper
CN109826059B (en) Construction method for installing hoisting equipment on station main body and assembling track panel in cooperation with hoisting equipment

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination