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CN218580370U - Ballastless track embedded sleeper - Google Patents

Ballastless track embedded sleeper Download PDF

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Publication number
CN218580370U
CN218580370U CN202222641786.8U CN202222641786U CN218580370U CN 218580370 U CN218580370 U CN 218580370U CN 202222641786 U CN202222641786 U CN 202222641786U CN 218580370 U CN218580370 U CN 218580370U
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CN
China
Prior art keywords
sleeper
light
ballastless track
embedded
length direction
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.)
Active
Application number
CN202222641786.8U
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Chinese (zh)
Inventor
王继军
尤瑞林
刘伟斌
高睿
王彦辰
王云林
宁娜
王梦
高志国
张镇
伍卫凡
张海磐
杜香刚
范佳
刘海涛
赵磊
施成
易强
袁家钰
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 International Co ltd
China Academy of Railway Sciences Corp Ltd CARS
Railway Engineering Research Institute of CARS
China Railway Design Corp
Original Assignee
China Railway International Co ltd
China Academy of Railway Sciences Corp Ltd CARS
Railway Engineering Research Institute of CARS
China Railway Design Corp
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 International Co ltd, China Academy of Railway Sciences Corp Ltd CARS, Railway Engineering Research Institute of CARS, China Railway Design Corp filed Critical China Railway International Co ltd
Priority to CN202222641786.8U priority Critical patent/CN218580370U/en
Priority to PCT/CN2022/128117 priority patent/WO2024077669A1/en
Application granted granted Critical
Publication of CN218580370U publication Critical patent/CN218580370U/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
    • E01B3/34Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement with pre-tensioned armouring or reinforcement

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

The utility model relates to a ballastless track buries formula sleeper belongs to track engineering technical field, include: the light pillow comprises a light pillow body and a plurality of connecting pieces, wherein the light pillow body is of a cuboid structure; the connecting pieces are fixed at two opposite sides of the light pillow body in the length direction at intervals. The utility model discloses a fixed a plurality of connecting pieces in light rail body length direction's both sides interval can strengthen the adhesive property of new and old concrete faying face between sleeper body and the cast-in-place railway roadbed, improves the joint strength of light sleeper body and cast-in-place railway roadbed.

Description

一种无砟轨道埋入式轨枕A ballastless track embedded sleeper

技术领域technical field

本实用新型涉轨道工程技术领域,特别涉及一种无砟轨道埋入式轨枕。The utility model relates to the technical field of track engineering, in particular to a ballastless track embedded sleeper.

背景技术Background technique

无砟轨道结构具有平顺性高,结构耐久性强,维修工作量少,维护费用低,轨道结构稳定性、连续性和使用寿命长等优点。The ballastless track structure has the advantages of high smoothness, strong structural durability, less maintenance workload, low maintenance cost, stability, continuity and long service life of the track structure.

目前大多数国家普遍铺设双块式无砟轨道和长枕埋入式无砟轨道两种结构,但在轨枕埋置现浇道床时,新老混凝土粘结面易出现粘接面离缝、轻枕松动、开裂等伤损情况。At present, two structures of double-block ballastless track and bolster embedded ballastless track are generally laid in most countries. However, when the sleeper is embedded with a cast-in-place track bed, the bonding surface of the new and old concrete is prone to joint separation and light weight. Pillow loosening, cracking and other damage.

因此,如何设计一种新型埋入式轻枕,增强轨枕本体与现浇道床之间新老混凝土结合面粘结性能,提高轻枕本体与现浇道床的连接强度是本领域技术人员亟需解决的问题。Therefore, how to design a new type of embedded light sleeper, enhance the bonding performance of the new and old concrete joint surface between the sleeper body and the cast-in-place track bed, and improve the connection strength between the light sleeper body and the cast-in-place track bed is an urgent need for those skilled in the art to solve The problem.

实用新型内容Utility model content

本实用新型提供一种无砟轨道埋入式轨枕,解决现有现有无砟轨道铺设后,轻枕与道床之间粘结面离缝较大、连接强度较低的技术问题。The utility model provides a ballastless track embedded sleeper, which solves the technical problems that after the existing ballastless track is laid, the bonding surface between the light sleeper and the ballast bed is relatively large and the connection strength is low.

本实用新型解决上述技术问题的技术方案如下,一种无砟轨道埋入式轨枕,包括:轻枕本体及多个连接件,The technical solution of the utility model to solve the above-mentioned technical problems is as follows, a ballastless track embedded sleeper, comprising: a light sleeper body and a plurality of connecting parts,

所述轻枕本体为长方体结构;多个所述连接件间隔固定在所述所述轻枕本体长度方向相对的两侧。The light pillow body is a cuboid structure; a plurality of the connecting pieces are fixed at intervals on opposite sides of the light pillow body in the length direction.

本实用新型的有益效果是:通过在轻轨本体长度方向的两侧间隔固定多个连接件,可以增强轨枕本体与现浇道床之间新老混凝土结合面粘结性能,提高轻枕本体与现浇道床的连接强度。The beneficial effects of the utility model are: by fixing a plurality of connecting pieces at intervals on both sides of the light rail body in the length direction, the bonding performance of the new and old concrete joint surfaces between the sleeper body and the cast-in-place track bed can be enhanced, and the connection between the light rail body and the cast-in-place bed can be improved. The connection strength of the track bed.

在上述技术方案的基础上,本实用新型还可以做如下改进。On the basis of the above technical solutions, the utility model can also be improved as follows.

进一步,所述连接件为连接钢筋,多个所述连接钢筋均沿所述轻枕本体的宽度方向预间隔埋在所述轻枕本体的内部,多个所述连接钢筋均伸出所述轻枕本体长度方向相对的两侧。Further, the connecting piece is a connecting steel bar, and a plurality of the connecting steel bars are buried in the interior of the light pillow body at intervals along the width direction of the light pillow body, and a plurality of the connecting steel bars extend out of the light pillow body. The opposite sides of the pillow body in the lengthwise direction.

进一步,多个所述连接钢筋的直径为6-50mm、伸出长度为50-250mm。Further, the diameter of the plurality of connecting steel bars is 6-50mm, and the protruding length is 50-250mm.

进一步,所述连接件为锚固体,所述锚固体的横截面为三角形、矩形或梯形,多个所述锚固体均一体成型在所述轻枕本体长度方向的相对的两侧。Further, the connecting piece is an anchor body, the cross section of the anchor body is triangular, rectangular or trapezoidal, and a plurality of the anchor bodies are integrally formed on opposite sides of the light pillow body in the length direction.

进一步,多个所述锚固体伸出所述轻枕本体的长度为50-250mm。Further, the length of the multiple anchors protruding from the light pillow body is 50-250mm.

进一步,还包括多个预应力钢筋,多个所述预应力钢筋均沿所述轻枕本体的长度方向预埋在所述轻枕本体的内部,多个所述预应力钢筋均伸出所述轻枕本体长度方向的两端。Further, it also includes a plurality of prestressed steel bars, a plurality of prestressed steel bars are pre-embedded inside the light sleeper body along the length direction of the light sleeper body, and a plurality of prestressed steel bars extend out of the light sleeper body. The two ends of the light pillow body in the length direction.

进一步,多根所述预应力钢筋伸出所述轻枕本体的长度为50-250mm。Further, the length of the plurality of prestressed steel bars protruding from the light pillow body is 50-250mm.

采用上述进一步的有益效果是:通过将多根预应力钢筋固定在轻枕本体的内部并伸出轻枕本体长度方向的两端,一方面可以提高轻枕本体的结构强度,另一方面可以增强轨枕本体与现浇道床之间新老混凝土结合面粘结性能,提高轻枕本体与现浇道床的连接强度。The further beneficial effect of adopting the above is: by fixing multiple prestressed steel bars inside the light pillow body and extending the two ends of the light pillow body in the length direction, on the one hand, the structural strength of the light pillow body can be improved, and on the other hand, the structural strength of the light pillow body can be enhanced. The bonding performance of the new and old concrete joint surface between the sleeper body and the cast-in-place track bed improves the connection strength between the sleeper body and the cast-in-place track bed.

附图说明Description of drawings

图1为本实用新型一种无砟轨道埋入式轨枕中类型1侧视图;Fig. 1 is a side view of type 1 in a ballastless track embedded sleeper of the present invention;

图2为本实用新型一种无砟轨道埋入式轨枕中类型2侧视图;Fig. 2 is a side view of Type 2 in a ballastless track embedded sleeper of the present invention;

图3为本实用新型一种无砟轨道埋入式轨枕中类型1的俯视图;Fig. 3 is a top view of type 1 in a ballastless track embedded sleeper of the utility model;

图4为本实用新型一种无砟轨道埋入式轨枕中类型2的俯视图;Fig. 4 is a top view of Type 2 in a ballastless track embedded sleeper of the present utility model;

图5为本实用新型一种无砟轨道埋入式轨枕中类型3的俯视图;Fig. 5 is a top view of type 3 in a ballastless track embedded sleeper of the present invention;

图6为本实用新型一种无砟轨道埋入式轨枕中类型4的俯视图。Fig. 6 is a top view of type 4 of a ballastless track embedded sleeper of the present invention.

附图中,各标号所代表的部件列表如下:In the accompanying drawings, the list of parts represented by each label is as follows:

1、轻枕本体,2、连接件,3、预应力钢筋。1. Light pillow body, 2. Connectors, 3. Prestressed steel bars.

具体实施方式Detailed ways

以下结合附图对本实用新型的原理和特征进行描述,所举实例只用于解释本实用新型,并非用于限定本实用新型的范围。The principles and features of the present utility model are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the utility model, and are not used to limit the scope of the utility model.

如图3-5所示,一种无砟轨道埋入式轨枕,包括:轻枕本体1及多个连接件2,As shown in Figure 3-5, a ballastless track embedded sleeper includes: a light sleeper body 1 and a plurality of connecting parts 2,

轻枕本体1为长方体结构;多个连接件2间隔固定在轻枕本体1长度方向相对的两侧。The light pillow body 1 is a cuboid structure; a plurality of connectors 2 are fixed at intervals on opposite sides of the light pillow body 1 in the lengthwise direction.

在一些具体实施例中,连接件2可以为连接钢筋,多个连接钢筋均沿轻枕本体1的宽度方向预间隔埋在轻枕本体1的内部,多个连接钢筋均伸出轻枕本体1长度方向相对的两侧。In some specific embodiments, the connecting piece 2 can be a connecting steel bar, and a plurality of connecting steel bars are pre-spaced and buried inside the light pillow body 1 along the width direction of the light pillow body 1, and a plurality of connecting steel bars extend out of the light pillow body 1 opposite sides in the lengthwise direction.

在一些具体实施例中,多个连接钢筋的直径可以为6-50mm、伸出长度可以为50-250mm。In some specific embodiments, the diameter of the plurality of connecting steel bars may be 6-50 mm, and the protruding length may be 50-250 mm.

在一些具体实施例中,连接件2可以为锚固体,锚固体的横截面为三角形、矩形或梯形,多个锚固体均一体成型在轻枕本体1长度方向的相对的两侧。In some specific embodiments, the connecting piece 2 can be an anchor, the cross section of which is triangular, rectangular or trapezoidal, and a plurality of anchors are integrally formed on opposite sides of the light pillow body 1 in the length direction.

在一些具体实施例中,多个锚固体伸出轻枕本体1的长度可以为50-250mm。In some specific embodiments, the length of the plurality of anchors protruding from the light pillow body 1 may be 50-250 mm.

在一些具体实施例中,还可以包括多个预应力钢筋3,多个预应力钢筋3均沿轻枕本体1的长度方向预埋在轻枕本体1的内部,多个预应力钢筋3均伸出轻枕本体1长度方向的两端。In some specific embodiments, a plurality of prestressed steel bars 3 may also be included, and a plurality of prestressed steel bars 3 are pre-embedded in the interior of the light pillow body 1 along the length direction of the light pillow body 1, and a plurality of prestressed steel bars 3 are all extended. Get out the two ends of light pillow body 1 length direction.

在一些具体实施例中,多根预应力钢筋3伸出轻枕本体1的长度可以为50-250mm。In some specific embodiments, the length of the plurality of prestressed steel bars 3 protruding from the light pillow body 1 may be 50-250 mm.

以上仅为本实用新型的较佳实施例,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above are only preferred embodiments of the utility model, and are not intended to limit the utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the utility model shall be included in the utility model. within the scope of protection.

Claims (7)

1. A ballastless track embedded sleeper is characterized by comprising: a light pillow body (1) and a plurality of connecting pieces (2),
the light pillow body (1) is of a cuboid structure; the connecting pieces (2) are fixed on two opposite sides of the light pillow body (1) in the length direction at intervals.
2. The ballastless track embedded sleeper as claimed in claim 1, wherein the connecting members (2) are connecting steel bars, the connecting steel bars are embedded in the light sleeper body (1) at intervals along the width direction of the light sleeper body (1), and the connecting steel bars extend out of two opposite sides of the light sleeper body (1) in the length direction.
3. The ballastless track sleeper as claimed in claim 2, wherein the connecting reinforcing bars have a diameter of 6 to 50mm and a protruding length of 50 to 250mm.
4. The ballastless track sleeper as claimed in claim 1, wherein the connecting member (2) is an anchor body having a cross section of a triangle, a rectangle or a trapezoid, and a plurality of the anchor bodies are integrally formed on opposite sides of the light sleeper body (1) in a length direction.
5. The ballastless track sleeper embedded according to claim 4, wherein the length of the plurality of anchor bodies extending out of the sleeper body (1) is 50-250mm.
6. The ballastless track embedded sleeper as claimed in claim 1, further comprising a plurality of prestressed reinforcements (3), wherein the plurality of prestressed reinforcements (3) are embedded in the light sleeper body (1) along the length direction of the light sleeper body (1), and the plurality of prestressed reinforcements (3) extend out of two ends of the light sleeper body (1) in the length direction.
7. The ballastless track sleeper embedded according to claim 6, wherein the length of the plurality of prestressed reinforcements (3) extending out of the sleeper body (1) is 50-250mm.
CN202222641786.8U 2022-10-09 2022-10-09 Ballastless track embedded sleeper Active CN218580370U (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN202222641786.8U CN218580370U (en) 2022-10-09 2022-10-09 Ballastless track embedded sleeper
PCT/CN2022/128117 WO2024077669A1 (en) 2022-10-09 2022-10-28 Embedded sleeper for ballastless track

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222641786.8U CN218580370U (en) 2022-10-09 2022-10-09 Ballastless track embedded sleeper

Publications (1)

Publication Number Publication Date
CN218580370U true CN218580370U (en) 2023-03-07

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CN202222641786.8U Active CN218580370U (en) 2022-10-09 2022-10-09 Ballastless track embedded sleeper

Country Status (2)

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WO (1) WO2024077669A1 (en)

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR521294A (en) * 1914-03-16 1921-07-09 Ralph John Wells Improvements made to the construction of reinforced concrete railway sleepers
AT405197B (en) * 1990-01-30 1999-06-25 Porr Allg Bauges Track and track substructure for rail-bound vehicles
CN202323570U (en) * 2011-12-06 2012-07-11 乐昌市安捷铁路轨枕有限公司 Barbell-shaped sleeper
CN203034311U (en) * 2012-12-28 2013-07-03 中国铁道科学研究院铁道建筑研究所 Sleeper for ballastless track
CN204959483U (en) * 2015-09-17 2016-01-13 铁道第三勘察设计院集团有限公司 Tram ballastless track is short sleeper of concrete for system
CN109183524A (en) * 2018-08-30 2019-01-11 广州地铁设计研究院股份有限公司 A kind of ballastless track long sleeper suitable for urban track traffic
CN109457549A (en) * 2018-12-17 2019-03-12 中铁第四勘察设计院集团有限公司 Frame-type connection reinforcing structure between the concrete filled steel tube and sleeper block of non-fragment orbit
CN212560938U (en) * 2020-06-05 2021-02-19 中铁二院工程集团有限责任公司 A sleeper for ballastless track protects wheel rail installation
CN216006448U (en) * 2021-06-03 2022-03-11 中国铁道科学研究院集团有限公司铁道建筑研究所 Concrete sleeper of ballastless track with high bonding performance
CN216378947U (en) * 2021-11-01 2022-04-26 中铁第四勘察设计院集团有限公司 Long sleeper suitable for subway

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