CN202247539U - Wide seaming device of plate-type ballastless track - Google Patents

Wide seaming device of plate-type ballastless track Download PDF

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Publication number
CN202247539U
CN202247539U CN2011203039039U CN201120303903U CN202247539U CN 202247539 U CN202247539 U CN 202247539U CN 2011203039039 U CN2011203039039 U CN 2011203039039U CN 201120303903 U CN201120303903 U CN 201120303903U CN 202247539 U CN202247539 U CN 202247539U
Authority
CN
China
Prior art keywords
wide
cover plate
bed board
embedded bolt
plate
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.)
Withdrawn - After Issue
Application number
CN2011203039039U
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Chinese (zh)
Inventor
杨金成
王新民
曹会芹
刘庆华
周永明
雷勇锋
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.)
Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd
Original Assignee
Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd
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 Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd filed Critical Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd
Priority to CN2011203039039U priority Critical patent/CN202247539U/en
Application granted granted Critical
Publication of CN202247539U publication Critical patent/CN202247539U/en
Anticipated expiration legal-status Critical
Withdrawn - After Issue legal-status Critical Current

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Abstract

The utility model provides a wide seaming device of a plate-type ballastless track, aiming to solve the problems that the wide seaming device in the prior art is bad in waterproofness, and is labour consuming, time-consuming and high in cost while adjusting the longitudinally connected stress. The device includes a plurality of track slabs, the two vertical ends are step-shaped and the upper part of each slab is narrower than the lower part, the step-shaped horizontal planes of the track slab are provided with pre-embedded bolt sleeves, and cover plates are covered on the step-shaped horizontal planes at the opposite sides of the two adjacent track slabs, and water swellable sealing rods are arranged between the step-shaped horizontal planes and the lower end surfaces of the cover plates, threaded holes corresponding to the positions of the pre-embedded bolt sleeves are arranged in the cover plates, fixing bolts are penetrated through the threaded holes and the pre-embedded bolt sleeves, and urethane foams are arranged between the every two adjacent track slabs under the cover plates. The device provided, reasonable and reliable in design, facilitates the adjustment of the longitudinally connected stress due to season temperature difference to prevent the hidden troubles of tracks due to the arching of the track slabs; furthermore, the device improves the water proofing performance and performs sealing protection, therefore, the deice has the advantages of time-labor saving, convenient construction and low cost.

Description

The wide jointing apparatus of plate-type slag-free orbit
Technical field
The utility model relates to wide jointing apparatus, is specially the wide jointing apparatus of a kind of plate-type slag-free orbit.
Background technology
In the plate-type slag-free orbit system, be example, form by reinforced concrete footing, CA mortar bed (the III template adopts self-compacting concrete), prefabricated road bed board, gapless rail etc. from bottom to top with CRTS II template formula.For globality and the ride comfort of keeping circuit enduringly, design is carried out the pre-stressed longitudinal couplet with the unit precast plate of railway roadbed.
Because the influence that changed by seasonal temperature; The pre-stressed longitudinal of paragraph of growing up joins railway roadbed and can produce bigger vertical extruding force; Special under the effect of summer high temperature, under the effect that longitudinal dilatation is exerted oneself, bed board occurs and encircle generally; Cause bed board to separate (gap occurring), have a strong impact on the ride comfort of traffic safety and circuit with the CA mortar bed.In this case, must carry out suitable adjustment to the vertical prestressing force that joins, and the gap that occurs is implemented the plugging filling maintenance.
For the ease of the vertically operation of connection, reserved the longitudinal slot of broad between road, the unit bed board, after the operation of the vertical couplet of enforcement, need thoroughly seal with cast-in-situ steel reinforced concrete, technical term is called wide joint treatment.
Wide joint treatment has two and mainly acts on, and the one, to indulging the couplet part and indulging couplet stress protection is provided, prevent to indulge the couplet part and become flexible and damage; The 2nd, wide seam scope is filled, prevent in the wide seam of rainwater intake duct bed board with the road bed board under, cause icing frost heave when running into cryogenic conditions, change and vertically join stress even the road bed board is lifted and influences the circuit ride comfort, cause the potential safety hazard of driving accident.
The wide seam construction that adopts at present when receiving the seasonal temperature variation, generally ftractures, intakes; Change when needing that artificial adjustment is vertical to join stress simultaneously at temperature; Need the concrete of longitudinal slot place filling is all chiseled; After readjusting vertical couplet stretcher; Again seal with steel concrete again, and the circuit that thermal stresses causes is arched upward and then causes that the phenomenon of bed board gap carries out the sealing filling and repairing.Every year at least twice, time-consuming and extremely uneconomical.
Summary of the invention
The utility model is time-consuming and problem that cost is high when solving that existing wide jointing apparatus water resistance difference and adjustment are vertical to join stress, provides a kind of plate-type slag-free orbit wide jointing apparatus.
The utility model is to adopt following technical scheme to realize: the wide jointing apparatus of plate-type slag-free orbit; Comprise vertical two ends be stepped and upper width less than some roads bed board of lower width; Be equipped with the pre-embedded bolt sleeve on the ladder horizontal plane of road bed board; And adjacent road bed board is stamped cover plate on the ladder horizontal plane of a side in opposite directions, and and the cover plate lower surface between be provided with the water-swellable sealing rod, have on the cover plate and the corresponding screwed hole in pre-embedded bolt sleeve position; Be installed with set bolt in screwed hole and the pre-embedded bolt sleeve, be provided with polyurethane foam plastics between the adjacent road bed board of under.During operation; Lay plate-type slag-free orbit road bed board according to design, perfusion CA mortar bed is implemented vertical the couplet under the suitable technique condition; The water-swellable sealing rod water-swellable sealing of under; The slit that anti-sealing bleeds between the adjacent road bed board is located, and polyurethane foam plastics seals longitudinal reinforcement and the vertical stretcher that joins simultaneously, further plays sealing function; When joining stress according to the seasonal variations adjusting is vertical, unclamp set bolt and take off cover plate, remove polyurethane foam plastics; The vertical stretcher that joins is adjusted, after the completion again the cast polyurethane foamed plastics will indulge and join reinforcing bar and stretcher sealing, cover cover plate; Tighten set bolt; Adjustment process is time saving and energy saving, can reuse simultaneously, provides cost savings in a large number.
The screwed hole place of cover plate upper end has counterbore, and the cover plate upper surface flushes with bed board upper surface, road, and this structure makes the bed board surfacing, and is more reasonable.
The utility model reasonable in design is reliable; Maintenance work after simplification construction and the operation; Realized that batch production is prefabricated, overcome the workload that cuts and pour into a mould wide joint concrete repeatedly, fundamentally solved the wide seam fluid concrete scene difficulty with maintenance of vibrating; Made things convenient for the vertical adjustment work that joins stress of the temperature difference in season especially, prevented that the railway roadbed plate arch from rising and cause circuit hidden danger to take place; Adopt horizontal bench and water-swellable sealing rod to cooperate and carry out waterproofing work, improved water resistance; Adopt polyurethane to carry out seal protection, have time saving and energy saving, easy construction and the low advantage of cost, be particularly useful for domestic CRTS II of applying and the wide joint treatment of researching and developing central III template formula ballastless track at present.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Among the figure: 1-road bed board, 2-pre-embedded bolt sleeve, 3-cover plate, 4-water-swellable sealing rod, 5-screwed hole, 6-set bolt, 7-polyurethane foam plastics, 8-counterbore.
The specific embodiment
The wide jointing apparatus of plate-type slag-free orbit; Comprise vertical two ends be stepped and upper width less than some roads bed board 1 of lower width; Be equipped with pre-embedded bolt sleeve 2 on the ladder horizontal plane of road bed board 1; And adjacent road bed board 1 is stamped cover plate 3 on the ladder horizontal plane of a side in opposite directions, and and cover plate 3 lower surfaces between be provided with water-swellable sealing rod 4, have the screwed hole 5 corresponding on the cover plate 3 with pre-embedded bolt sleeve 2 positions; Be installed with set bolt 6 in screwed hole 5 and the pre-embedded bolt sleeve 2, be provided with polyurethane foam plastics 7 between the adjacent road bed board 1 of cover plate 3 belows.Screwed hole 5 places of cover plate 3 upper ends have counterbore 8, and cover plate 3 upper surfaces flush with road bed board 1 upper surface.In the practical implementation process, leave the gap between cover plate 3 vertical both ends of the surface and the road bed board 1 ladder vertical plane, and leave certain interval between cover plate 3 lower ends and the polyurethane foam plastics 7.

Claims (2)

1. wide jointing apparatus of plate-type slag-free orbit; It is characterized in that: comprise vertical two ends be stepped and upper width less than some roads bed boards (1) of lower width; Be equipped with pre-embedded bolt sleeve (2) on the ladder horizontal plane of road bed board (1); And adjacent road bed board (1) is stamped cover plate (3) on the ladder horizontal plane of a side in opposite directions; And and be provided with water-swellable sealing rod (4) between cover plate (3) lower surface; Have the screwed hole (5) corresponding on the cover plate (3), be installed with set bolt (6) in screwed hole (5) and the pre-embedded bolt sleeve (2), be provided with polyurethane foam plastics (7) between the adjacent road bed board (1) of cover plate (3) below with pre-embedded bolt sleeve (2) position.
2. the wide jointing apparatus of plate-type slag-free orbit according to claim 1 is characterized in that: the screwed hole (5) of cover plate (3) upper end locates to have counterbore (8), and cover plate (3) upper surface flushes with road bed board (1) upper surface.
CN2011203039039U 2011-08-20 2011-08-20 Wide seaming device of plate-type ballastless track Withdrawn - After Issue CN202247539U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011203039039U CN202247539U (en) 2011-08-20 2011-08-20 Wide seaming device of plate-type ballastless track

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011203039039U CN202247539U (en) 2011-08-20 2011-08-20 Wide seaming device of plate-type ballastless track

Publications (1)

Publication Number Publication Date
CN202247539U true CN202247539U (en) 2012-05-30

Family

ID=46108801

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011203039039U Withdrawn - After Issue CN202247539U (en) 2011-08-20 2011-08-20 Wide seaming device of plate-type ballastless track

Country Status (1)

Country Link
CN (1) CN202247539U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102352581A (en) * 2011-08-20 2012-02-15 中铁十七局集团第三工程有限公司 Wide joint device for slab ballastless track
RU2513329C1 (en) * 2013-02-04 2014-04-20 Владимир Иосифович Петросян Prefabricated rail cover of tramway and railway tracks, method to fix track rails (versions) and track slab
CN106480787A (en) * 2016-11-10 2017-03-08 中铁局集团天津建设工程有限公司 The seam construction of concrete railway board

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102352581A (en) * 2011-08-20 2012-02-15 中铁十七局集团第三工程有限公司 Wide joint device for slab ballastless track
CN102352581B (en) * 2011-08-20 2013-12-25 中铁十七局集团第三工程有限公司 Wide joint device for slab ballastless track
RU2513329C1 (en) * 2013-02-04 2014-04-20 Владимир Иосифович Петросян Prefabricated rail cover of tramway and railway tracks, method to fix track rails (versions) and track slab
CN106480787A (en) * 2016-11-10 2017-03-08 中铁局集团天津建设工程有限公司 The seam construction of concrete railway board
CN106480787B (en) * 2016-11-10 2018-03-06 中铁一局集团天津建设工程有限公司 The seam construction of concrete railway board

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20120530

Effective date of abandoning: 20131225

RGAV Abandon patent right to avoid regrant