CN109594437A - A kind of simple adjustable supporting system of track and its construction method - Google Patents

A kind of simple adjustable supporting system of track and its construction method Download PDF

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Publication number
CN109594437A
CN109594437A CN201910073218.2A CN201910073218A CN109594437A CN 109594437 A CN109594437 A CN 109594437A CN 201910073218 A CN201910073218 A CN 201910073218A CN 109594437 A CN109594437 A CN 109594437A
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CN
China
Prior art keywords
plate
sliding block
regulating device
screw rod
track
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Pending
Application number
CN201910073218.2A
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Chinese (zh)
Inventor
李中国
张千里
陈锋
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 Academy of Railway Sciences Corp Ltd CARS
Railway Engineering Research Institute of CARS
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China Academy of Railway Sciences Corp Ltd CARS
Railway Engineering Research Institute of CARS
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Publication date
Application filed by China Academy of Railway Sciences Corp Ltd CARS, Railway Engineering Research Institute of CARS filed Critical China Academy of Railway Sciences Corp Ltd CARS
Priority to CN201910073218.2A priority Critical patent/CN109594437A/en
Publication of CN109594437A publication Critical patent/CN109594437A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/40Means or arrangements for temporarily supporting laid tracks, or rails or sleepers in the track

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

A kind of simple adjustable supporting system of track and its construction method, wherein adjustable supporting system includes one group of support column between regulating device and regulating device and basis being located at below supporting course;Regulating device top and bearing interlayer are connected with support plate, and regulating device lower part and support intercolumniation are connected with backing plate;Support column includes four horizontal connecting plates between corner post and corner post, is connect by fixed plate with cast-in-place immobilizing foundation between the support column and basis.Regulating device and backing plate can be passed through in construction, meets the needs of interim track drop road or arch deformation etc. or gradation adjustment height, pass through the setting of rigid plate and elastic plate, it expands forced area and ensure that supporting course is not damaged in construction, fixed plate and cast-in-place immobilizing foundation then ensure that upper load being dispensed into foundation, the present invention can not be removed for track each stage provided when filler is changed in track plates tunneling support and support system height it is adjustable, it is convenient to construct, and has not only saved working hour but also can save cost.

Description

A kind of simple adjustable supporting system of track and its construction method
Technical field
The invention belongs to track construction field, in particular to the simple adjustable supporting system of a kind of track and its construction method.
Background technique
In orbit construction, by complex geologic conditions in railway institute route via, and in track operation in use, facing The external factors such as rainfall, temperature and dynamic load under the arch variation that generates, track can be made to carry out under original design Height adjusts, and for adjusting track level measuring, then need the bedding roadbed filling by rail support layer lower part to excavate, and same When support device is set, generally using disposable temporary support but temporary support it is structural weak, be chiefly used in facing for closed section When use, to large area or long transmission line and under the premise of guaranteeing top driving, it cannot be guaranteed that its exploitativeness, moreover for interim Support is mostly disposable non-adjustable support, is not able to satisfy track and carries out during height adjusts by several times or construction by stages It constructs it is required that height is supported and adjusted also by jack, although the support being able to satisfy for upper track structure is made With, but the dosage of jack is big, improves project cost, and the supporting surface of jack is small, is unfavorable for structural stability, therefore Superstructure can be supported and effectively convenient for adjusting the support system and its construction method of construction by needing to provide one kind.
Summary of the invention
The present invention proposes a kind of simple adjustable supporting system of track and its construction method, to solve drop road and arch deformation Support limit when equal track structures Pass line adjustment, segmentation classification when support is adjusted and rail travelling crane and simple stabilization have The problems such as effect support, specific technical solution is as follows:
A kind of simple adjustable supporting system of track includes the one group of regulating device and regulating device and base below supporting course Support column between plinth;The upward arranged for interval of rail of the regulating device and support column in track;Regulating device top and bearing Interlayer is connected with support plate, and regulating device lower part and support intercolumniation are connected with backing plate;The support plate includes elastic plate and rigidity Plate, the elastic plate are correspondingly connected with supporting course, and rigid plate is correspondingly connected with regulating device.
The regulating device include top shoe, sliding block and between sliding block elongated setting sliding block screw rod;It is described Top shoe and sliding block longitudinal section are right-angled trapezium, and the fitting of the two bevel edge is in a rectangular parallelepiped shape, on the top shoe tiltedly with it The opposite long side one side in side connects support plate, the long side one side connection backing plate opposite with its bevel edge on the sliding block.
It is hollow channel-shaped inside the top shoe and sliding block, vertical limit is arranged at intervals in the groove of top shoe Position plate;The limit plate height adapts to height between top shoe and sliding block groove.
The sliding block screw rod is arranged in sliding block lateral middle, and sliding block screw rod one end is connected to sliding block right-angled trapezium The longer vertical edge side outer end face in section, the sliding block screw rod body of rod intert in the groove of sliding block, the sliding block screw rod other end It is connected on the limit plate of top shoe.
Lateral surface has been at least connected with a connection sheet, the connection sheet one at the top shoe and sliding block bevel edge fitting envelope End is hingedly fastened on top shoe with sliding block, the other end.
The regulating device is internal screwed sleeve, and sleeve bottom connection backing plate, sleeve inner, which connects, erects screw rod, Perpendicular screw tip is connected with screw rod footstock, the perpendicular screw rod and sleeve and adjusts fixation using fastening nut, and the screw rod footstock connects Connect support plate.
The support column includes four horizontal connecting plates between corner post and corner post, and the corner post is square arrangement, square-section The size of size adaptation backing plate;The horizontal connecting plate is in the vertical upper arranged for interval of corner post.
It is connect by fixed plate with cast-in-place immobilizing foundation between the support column and basis;Adjacent supports intercolumniation is connected with one Group connecting rod, connecting rod are spaced in vertical upper distribution.
The cross sectional dimensions of the fixed plate is greater than support column cross sectional dimensions, and the sectional dimension of the immobilizing foundation is greater than The sectional dimension of fixed plate.
A kind of construction method of the simple adjustable supporting system of track, the specific steps are as follows:
Step 1: abolishing the confining bed of track side, then, work nest is excavated downwards;
Step 2: direction along ng a path excavates the bedding filler under supporting course, prefabricated support column is installed when excavating and adjusts dress It sets, and support plate and backing plate is installed in regulating device upper and lower end face, set up supporting course on the supporting plate, wherein support column need to lead to The fixed plate connection on cast-in-place concrete immobilizing foundation is crossed, its height of support column adapts to excavate the depth of work nest;
Step 3: connecting waling stripe in adjacent support intercolumniation, and floor is set between regulating device and backing plate, wherein will under Sliding block screw rod one end is fastened on the limit plate of top shoe and fixes connection sheet, or perpendicular screw rod is adjusted to designed elevation simultaneously It is fixed with fastening nut.
Step 4: dropping road or deformation adjustment demand, classification adjustment, i.e. sliding block in opening regulating device according to supporting course Screw rod and connection sheet, by top shoe and the sliding block changing of the relative positions, so that the vertical height reduction of regulating device reaches design adjustment absolute altitude, Sliding block screw rod at this time is fastened on the limit plate of corresponding top shoe and is fixedly connected piece, or unscrews fastening nut, is adjusted perpendicular Screw rod height reaches design adjustment absolute altitude, and is fixed with fastening nut;Wherein be classified adjustment during can also first by Regulating device loosens to lower replaces regulating device lower gasket again, to achieve the purpose that height adjustment.
Step 5: cushion block is arranged below the overhanging place of top shoe to support, layer to be supported is stablized after the completion of adjusting height Afterwards, side formwork supporting plate is excavated in supporting course and packing material is perfused in the area supporting course Xia Taowa, finally, being layered with graded broken stone Rammer fills out work nest, is repaired with concrete to confining bed.
The invention has the following advantages:
The present invention passes through the setting of regulating device and backing plate, meets the stages such as supporting condition lower railway drop road or arch deformation Or the demand of height is adjusted by several times, wherein the floor setting between regulating device and backing plate facilitates stabilization when regulating device uses Property;Design for limit plate in top shoe is accurately limited and is fixed when helping to adjust height by several times or stage by stage Effect, connection sheet then play the role of further fixing top shoe and sliding block, and same for the fastening nut in vertical screw rod When have the function of adjusting and fixed;By the setting of rigid plate and elastic plate, forced area is on the one hand expanded, on the other hand It ensure that supporting course is not damaged in construction, for dropping in road or arch deformation in track, the thickness of reduction backing plate can also be passed through Degree has the function that limit and adjusting;By the installation of support column, be effectively guaranteed this support system bearing upper load and Adjust driving when absolute altitude, fixed plate and cast-in-place immobilizing foundation, which then ensure that, is dispensed into foundation for upper load, in guarantee Portion's carrying and the setting of connecting rod further guarantee the globality of sustainable column, and support column overall construction is simple, cheap, just In materials and prefabricated construction.The present invention is in construction, it is only necessary to which disposable support can then carry out micro- in support system itself Adjust, therefore construction procedure simplicity is easily operated, and used component be it is easy to manufacture, can be prefabricated, not only saved working hour but also can save Save cost.
Detailed description of the invention
Fig. 1 is the simple adjustable supporting system construction usage schematic diagram of track;
Fig. 2 is regulating device a schematic diagram;
Fig. 3 is regulating device a top shoe stereoscopic schematic diagram;
Fig. 4 is regulating device a sliding block stereoscopic schematic diagram;
Fig. 5 is regulating device b schematic diagram;
Fig. 6 is support column top view.
Appended drawing reference: 1- track;2- supporting course;3- regulating device;31- top shoe;311- limit plate;32- sliding block; 33- sliding block screw rod;34- floor;35- backing plate;36- connection sheet;37- screw rod footstock;38- erects screw rod;39- fastening nut;4- Support column;41- corner post;The horizontal connecting plate of 42-;5- fixed plate;6- immobilizing foundation;7- support plate;71- elastic plate;72- rigid plate; 8- connecting rod.
Specific embodiment
As shown in Figure 1, a kind of simple adjustable supporting system of track, one group of regulating device 3 comprising being located at 2 lower section of supporting course And the support column 4 between regulating device 3 and basis;The regulating device 3 and support column 4 are spaced cloth in the rail of track 1 upwards It sets;It is connected with support plate 7 between 3 top of regulating device and supporting course 2, is connected with backing plate between 3 lower part of regulating device and support column 4 35;The support plate 7 includes elastic plate 71 and rigid plate 72, and the elastic plate 71 is correspondingly connected with supporting course 2, and rigid plate 72 is corresponding Connect regulating device 3.
As shown in Fig. 2, providing a kind of regulating device a, the regulating device a includes top shoe 31, sliding block 32, and The sliding block screw rod 33 of the elongated setting between sliding block 32, wherein sliding block 31 and sliding block 32 are made up of wedge block, it is described on Sliding block 31 and 32 longitudinal section of sliding block are right-angled trapezium, and the fitting of the two bevel edge is in a rectangular parallelepiped shape, on the top shoe 31 with The opposite long side one side of its bevel edge connects support plate 7, the long side one side connection opposite with its bevel edge on the sliding block 32 Backing plate 35.
Elastic plate 71 is made up of rubber in support plate 7 in the present embodiment, and rigid plate 72 is made up of steel plate, and backing plate 35 Thickness and number according to bearing height and adjust number and determine that backing plate 35 makes by steel plate, rigid plate 72 and bullet during installation Property plate 71 be fixedly linked by connecting glue, and the cross sectional dimensions of the two is identical, reaches lower part tune by the extruding of elastic plate 71 Support and limit between regulating device 3 and supporting course 2.
It is hollow channel-shaped inside the top shoe 31 and sliding block 32, as shown in Figure 3 and Figure 4, upper in the present embodiment Vertical spacing plate 311 is arranged at intervals in the groove of sliding block 31;The limit plate 311 highly adapts to top shoe 31 and sliding block Height, the limit plate 311 are welded by steel plate between 32 grooves;The setting of sliding block screw rod 33 is lateral in sliding block 32 Middle part, 33 one end of sliding block screw rod are connected to the longer vertical edge side outer end face in 32 right-angled trapezium section of sliding block, sliding block screw rod 33 bodies of rod intert in the groove of sliding block 32, and 33 other end of sliding block screw rod is connected on the limit plate 311 of top shoe 31.
In the present embodiment, lateral surface is connected with a connection sheet at the top shoe 31 and 32 bevel edge of sliding block fitting envelope 36, the connection sheet 36 be grid of steel bars, one end hingedly with sliding block 32, other end connecting welding on top shoe 31, or Top shoe 31 welds screw rod in advance, sets screw hole in connection sheet 36, adopts and be bolted connection;State 32 Basolateral of sliding block Floor 34 is provided between face and backing plate 35.
As shown in figure 5, providing second of regulating device b, wherein regulating device b is internal screwed steel set Cylinder, sleeve bottom connection backing plate 35, sleeve inner connect perpendicular screw rod 38, and perpendicular 38 top of screw rod is connected with screw rod footstock 37, described Perpendicular screw rod 38, which is adjusted with sleeve using fastening nut 39, to be fixed, and the screw rod footstock 37 connects support plate 7;Or external screw rod footstock 37 Connection support plate 7 is the connection of arc, and when 2 ground of supporting course is not flat, rigid plate 72 turns an angle, and facilitates top Uniform force.
In the present embodiment, the support column 4 includes the horizontal connecting plate 42 between four corner posts 41 and corner post 41, the corner post 41 The arrangement that is square is made using angle steel, or can also can also be circle by channel steel, steel pipe or case section steel manufacture, section form;It is horizontal Connecting plate 42 is made of steel plate or channel steel, and the inner corner trim of four corner posts 41 both faces towards square-section center, and the size of square-section Adapt to the size of backing plate 35;The horizontal connecting plate 42 is welded on the vertical upper and arranged for interval of corner post 41.
As shown in fig. 6, connect by fixed plate 5 with cast-in-place immobilizing foundation 6 between the support column 4 and basis, it is described solid Fixed board 5 is square plate, and fixed plate 5 is connected using tap bolt with basis, uses bolt or welding manner phase with support column 4 Even;One group of connecting rod 8 is connected between adjacent supports column 4, the connecting rod 8 is steel pipe, channel steel or angle steel, and connecting rod 8 is spaced on vertical Distribution.
In conjunction with Fig. 1 to Fig. 6, a kind of construction method of the simple adjustable supporting system of track is further illustrated, specifically Steps are as follows:
Step 1: abolishing the confining bed of 1 side of track, then, work nest is excavated downwards.
Step 2: excavating the bedding filler under supporting course 2 along 1 direction of track, prefabricated 4 He of support column is installed when excavating Regulating device 3, and support plate 7 and backing plate 35 are installed in 3 upper and lower end face of regulating device, ride upon supporting course 2 in support plate 7, Wherein support column 4 need to be connected by the fixed plate 5 being embedded on cast-in-place concrete immobilizing foundation 6, and the adaptation of its height of support column 4 is opened Dig the depth of work nest.
Step 3: connecting waling stripe 8 between adjacent support column 4, and floor is set between regulating device 3 and backing plate 35 34, wherein 33 one end of sliding block screw rod is fastened on the limit plate 311 of top shoe 31 and fixes connection sheet 36, or will erect Screw rod 38 adjusts to designed elevation and fixed with fastening nut 39.
Step 4: dropping road or deformation adjustment demand according to supporting course 2, classification adjustment opens sliding block for regulating device a Screw rod 33 and connection sheet 36, by 32 changing of the relative positions of top shoe 31 and sliding block, so that the vertical height reduction of regulating device 3 reaches design Absolute altitude is adjusted, sliding block screw rod 33 at this time is fastened on the limit plate 311 of corresponding top shoe 31 and is fixedly connected piece 36 or right Fastening nut 39 is unscrewed in regulating device b, perpendicular 38 height of screw rod is adjusted, reaches design adjustment absolute altitude, and use fastening nut 39 is fixed;It can also be first by regulating device a or tune during stepped height adjustment for regulating device a or regulating device b Regulating device b loosens and regulating device lower gasket is replaced in the downward of its height again, to achieve the purpose that height adjustment.
Step 5: adjust height after the completion of, regulating device a is filled in below the overhanging place of top shoe 31 correcting wedge with It supports, after layer 2 to be supported is stablized, excavates side formwork supporting plate in supporting course 2 and filling material is perfused in 2 area Xia Taowa of supporting course Material is filled out work nest finally, being rammed with graded broken stone layering, is repaired with concrete to confining bed.
Obviously, above-described embodiment is only intended to clearly illustrate made by outstanding feature of the invention and illustrates, and is not pair The restriction of embodiment of the present invention;It, still can be on the basis of above explained use for those skilled in the art It makes other variations or changes in different ways, if not carrying out inventive improvements to it, all belongs to the scope of protection of the present invention.

Claims (10)

1. a kind of simple adjustable supporting system of track, it is characterised in that: comprising being located at one group of regulating device below supporting course (2) (3) support column (4) and between regulating device (3) and basis;The regulating device (3) and support column (4) are in track (1) The upward arranged for interval of rail;Be connected between regulating device (3) top and supporting course (2) support plate (7), regulating device (3) lower part with Backing plate (35) are connected between support column (4);The support plate (7) includes elastic plate (71) and rigid plate (72), the elastic plate (71) it is correspondingly connected with supporting course (2), rigid plate (72) is correspondingly connected with regulating device (3).
2. the simple adjustable supporting system of a kind of track according to claim 1, it is characterised in that: the regulating device (3) Comprising top shoe (31), sliding block (32) and between sliding block elongated setting sliding block screw rod (33);The top shoe (31) and sliding block (32) longitudinal section is right-angled trapezium, and the fitting of the two bevel edge is in a rectangular parallelepiped shape, on the top shoe (31) The long side one side opposite with its bevel edge connects support plate (7), and the long side one side opposite with its bevel edge connects on the sliding block Connection pad plate (35).
3. the simple adjustable supporting system of a kind of track according to claim 2, it is characterised in that: the top shoe (31) and It is hollow channel-shaped that sliding block (32) is internal, and vertical spacing plate (311) are arranged at intervals in the groove of top shoe (31);Institute It states limit plate (311) height and adapts to height between top shoe (31) and sliding block (32) groove.
4. the simple adjustable supporting system of a kind of track according to claim 2 or 3, it is characterised in that: the sliding block spiral shell Bar (33) is arranged in sliding block (32) lateral middle, and sliding block screw rod (33) one end is connected to sliding block (32) right-angled trapezium section Longer vertical edge side outer end face, sliding block screw rod (33) body of rod intert in the groove of sliding block (32), sliding block screw rod (33) other end is connected on the limit plate (311) of top shoe (31).
5. the simple adjustable supporting system of a kind of track according to claim 4, it is characterised in that: the top shoe (31) and Lateral surface has been at least connected with a connection sheet (36) at sliding block (32) bevel edge fitting envelope, described connection sheet (36) one end hingedly with Sliding block (32), the other end are fastened on top shoe (31).
6. the simple adjustable supporting system of a kind of track according to claim 1, it is characterised in that: the regulating device (3) For internal screwed sleeve, sleeve bottom connection backing plate (35), sleeve inner connects perpendicular screw rod (38), erects screw rod (38) top End is connected with screw rod footstock (37), and the perpendicular screw rod (38) and sleeve are adjusted using fastening nut (39) and fixed, the screw top Seat (37) connection support plate (7).
7. the simple adjustable supporting system of a kind of track according to claim 1, it is characterised in that: support column (4) packet Containing the horizontal connecting plate (42) between four corner posts (41) and corner post (41), the corner post (41) is square arrangement, square-section size Adapt to the size of backing plate (35);The horizontal connecting plate (42) is in the vertical upper arranged for interval of corner post (41).
8. the simple adjustable supporting system of a kind of track according to claim 7, it is characterised in that: the support column (4) with It is connect by fixed plate (5) with cast-in-place immobilizing foundation (6) between basis;One group of connecting rod (8) is connected between adjacent supports column (4), Connecting rod (8) is spaced in vertical upper distribution.
9. the simple adjustable supporting system of a kind of track according to claim 8, it is characterised in that: the fixed plate (5) Cross sectional dimensions is greater than support column (4) cross sectional dimensions, and the sectional dimension of the immobilizing foundation (6) is greater than cutting for fixed plate (5) Face size.
10. a kind of construction method of the simple adjustable supporting system of track according to claim 9, which is characterized in that specific Steps are as follows:
Step 1: then the confining bed for abolishing track (1) side excavates downwards work nest;
Step 2: excavating the bedding filler under supporting course (2) along track (1) direction, prefabricated support column (4) are installed when excavating Set up supporting course (2) and in regulating device (3) upper and lower end face installation support plate (7) and backing plate (35) with regulating device (3) On support plate (7), wherein support column (4) need to be connected by the fixed plate (5) on cast-in-place concrete immobilizing foundation (6), support Column (4) its height adapts to excavate the depth of work nest;
Step 3: connecting waling stripe (8) between adjacent support column (4), and it is arranged between regulating device (3) and backing plate (35) Floor (34), wherein sliding block screw rod (33) one end is fastened on the limit plate (311) of top shoe (31) and by connection sheet (36) fixed, or perpendicular screw rod (38) is adjusted to designed elevation and is fixed with fastening nut (39);
Step 4: dropping road or deformation adjustment demand, classification adjustment, i.e. downslide in opening regulating device (3) according to supporting course (2) Block screw rod (33) and connection sheet (36), by top shoe (31) and sliding block (32) changing of the relative positions, thus the vertical height of regulating device (3) Reduction reaches design adjustment absolute altitude, sliding block screw rod (33) will be fastened on the limit plate (311) of corresponding top shoe (31) at this time And piece (36) are fixedly connected with, or unscrew fastening nut (39), perpendicular screw rod (38) height is adjusted, design adjustment absolute altitude is reached, And it is fixed with fastening nut (39);Wherein first regulating device can also be loosened to lower during being classified adjustment and replace adjusting again Device lower gasket, to achieve the purpose that height adjustment;
Step 5: setting cushion block is below the overhanging place of top shoe (31) to support, layer (2) to be supported after the completion of adjusting height After stabilization, side formwork supporting plate is excavated in supporting course (2) and packing material is perfused in supporting course (2) area Xia Taowa, finally, with grade It is rammed with rubble layering and fills out work nest, confining bed is repaired with concrete.
CN201910073218.2A 2019-01-25 2019-01-25 A kind of simple adjustable supporting system of track and its construction method Pending CN109594437A (en)

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CN110195381A (en) * 2019-05-30 2019-09-03 中国铁道科学研究院集团有限公司铁道建筑研究所 Non-fragment orbit lifting method
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CN111305466A (en) * 2019-11-14 2020-06-19 佛山科学技术学院 Corrosion-resistant stainless steel concrete beam
CN111620234A (en) * 2020-04-29 2020-09-04 太原重工股份有限公司 Multi-directional track adjusting device
CN112012051A (en) * 2019-05-30 2020-12-01 中国铁道科学研究院集团有限公司 Treatment method for deformation of ballastless track
CN112176793A (en) * 2019-07-02 2021-01-05 北京华铁时代建设发展有限公司 Repairing method for ballastless track settlement
CN113403885A (en) * 2021-06-01 2021-09-17 中铁第四勘察设计院集团有限公司 Method for treating arch-up disease of ballastless track
CN113430947A (en) * 2021-07-26 2021-09-24 中铁四局集团有限公司 Detachable self-slope-finding supporting device and design method of fixing mechanism rod thereof

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CN109113318A (en) * 2018-07-24 2019-01-01 中建三局集团有限公司 A kind of adaptive adjustable base of angle
CN209482069U (en) * 2019-01-25 2019-10-11 中国铁道科学研究院集团有限公司铁道建筑研究所 A kind of simple adjustable supporting system of track

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CN112012051B (en) * 2019-05-30 2021-12-31 中国铁道科学研究院集团有限公司 Treatment method for deformation of ballastless track
CN110195381A (en) * 2019-05-30 2019-09-03 中国铁道科学研究院集团有限公司铁道建筑研究所 Non-fragment orbit lifting method
CN110195382A (en) * 2019-05-30 2019-09-03 中国铁道科学研究院集团有限公司铁道建筑研究所 Road structure and the method that track structure is lifted using the road structure
CN112012051A (en) * 2019-05-30 2020-12-01 中国铁道科学研究院集团有限公司 Treatment method for deformation of ballastless track
CN110258189A (en) * 2019-06-10 2019-09-20 中国铁道科学研究院集团有限公司铁道建筑研究所 A method of regulation ballastless track roadbed elevation disease
CN110159016A (en) * 2019-06-26 2019-08-23 中国铁路设计集团有限公司 A kind of column check pit that prefabricated assembled adjustable rail top mark is high
CN110159016B (en) * 2019-06-26 2023-12-05 中国铁路设计集团有限公司 Column type inspection pit of prefabricated adjustable rail top elevation
CN112176793A (en) * 2019-07-02 2021-01-05 北京华铁时代建设发展有限公司 Repairing method for ballastless track settlement
CN110846956A (en) * 2019-10-14 2020-02-28 中铁第四勘察设计院集团有限公司 Temporary support device for replacement of integral ballast bed
CN111305466A (en) * 2019-11-14 2020-06-19 佛山科学技术学院 Corrosion-resistant stainless steel concrete beam
CN111620234A (en) * 2020-04-29 2020-09-04 太原重工股份有限公司 Multi-directional track adjusting device
CN113403885A (en) * 2021-06-01 2021-09-17 中铁第四勘察设计院集团有限公司 Method for treating arch-up disease of ballastless track
CN113430947A (en) * 2021-07-26 2021-09-24 中铁四局集团有限公司 Detachable self-slope-finding supporting device and design method of fixing mechanism rod thereof

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