CN118773961A - Wheel-rail low-dynamic steel rail and use method - Google Patents
Wheel-rail low-dynamic steel rail and use method Download PDFInfo
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- CN118773961A CN118773961A CN202410780969.9A CN202410780969A CN118773961A CN 118773961 A CN118773961 A CN 118773961A CN 202410780969 A CN202410780969 A CN 202410780969A CN 118773961 A CN118773961 A CN 118773961A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B5/00—Rails; Guard rails; Distance-keeping means for them
- E01B5/02—Rails
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
- E01B29/16—Transporting, laying, removing, or replacing rails; Moving rails placed on sleepers in the track
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Abstract
Description
技术领域Technical Field
本发明涉及轨道交通技术领域,特别是一种轮轨低动力作用钢轨。The invention relates to the technical field of rail transportation, in particular to a wheel-rail low-dynamic action steel rail.
背景技术Background Art
目前轨道交通的钢轨采用工字型结构,钢轮和钢轨之间的冲击较大,车轮表面和钢轨表面容易发生病害。车轮镟修和钢轨打磨需要投入大型设备,投入大量的技术人员,上述维修本身会降低车轮和钢轨的使用寿命。并且钢轨轨头磨耗量大于10mm或使用10年以后需要整体更换,造成的浪费和处理成本较高。At present, the rails of rail transit adopt an I-shaped structure. The impact between the steel wheel and the rail is large, and the wheel surface and the rail surface are prone to disease. Wheel turning and rail grinding require large equipment and a large number of technicians. The above maintenance itself will reduce the service life of wheels and rails. In addition, the rail head wear is greater than 10mm or needs to be replaced as a whole after 10 years of use, resulting in high waste and processing costs.
发明内容Summary of the invention
本发明的目的在于:针对现有技术存在的问题,提供一种轮轨低动力作用钢轨。The purpose of the present invention is to provide a wheel-rail low-dynamic action steel rail in view of the problems existing in the prior art.
为了实现上述目的,本发明采用的技术方案为:In order to achieve the above object, the technical solution adopted by the present invention is:
第一方面,本发明提供了一种轮轨低动力作用钢轨,包括轨头、轨腰和轨座,所述轨腰和所述轨座为一体成型构件,所述轨头和所述轨腰扣合连接,所述轨头和所述轨腰之间设有弹性阻尼层。In a first aspect, the present invention provides a wheel-rail low-dynamic action rail, comprising a rail head, a rail waist and a rail seat, wherein the rail waist and the rail seat are integrally formed components, the rail head and the rail waist are snap-fitted and connected, and an elastic damping layer is provided between the rail head and the rail waist.
采用本发明所述的一种轮轨低动力作用钢轨,通过上部的所述轨头和下部的所述轨座的分体设计,使得所述轨头和所述弹性阻尼层能够更换,所述轨座能够长期使用,大幅降低材料成本;通过设置所述弹性阻尼层可以缓冲车轮通过时的动力作用,使钢轨表面的应力大幅降低,所述轨头能够采用硬度更低的钢材或高分子材料,起到保护车轮和减缓钢轨表面病害发生的作用;通过设置所述弹性阻尼层可以增加轮轨接触斑的面积,增大轮轨蠕滑力,从而提高列车的加速能力、制动能力和爬坡能力,以及运行平稳性;通过设置所述弹性阻尼层可以吸收车轮通过时产生的振动,降低轮轨噪声以及振动通过钢轨向下传递引起的环境振动;该钢轨可以铺设无缝线路、有缝线路,也可以通过异形钢轨与传统钢轨实现无缝或有缝连接;该钢轨力学性能优良,关键部件可以更换,能有效提升轨道系统的综合服役性能。The wheel-rail low-dynamic action rail of the present invention is adopted. Through the split design of the upper rail head and the lower rail seat, the rail head and the elastic damping layer can be replaced, and the rail seat can be used for a long time, which greatly reduces the material cost; the elastic damping layer can be provided to buffer the dynamic action when the wheel passes, so that the stress on the rail surface is greatly reduced, and the rail head can be made of steel or polymer materials with lower hardness, which plays a role in protecting the wheel and slowing down the occurrence of surface diseases of the rail; the elastic damping layer can be provided to increase the area of the wheel-rail contact spot and increase the wheel-rail creep force, thereby improving the acceleration ability, braking ability and climbing ability of the train, as well as the running stability; the elastic damping layer can be provided to absorb the vibration generated when the wheel passes, reduce the wheel-rail noise and the environmental vibration caused by the vibration transmitted downward through the rail; the rail can be laid with a seamless line or a seamed line, and can also be seamlessly or seamedly connected with a traditional rail through a special-shaped rail; the rail has excellent mechanical properties, and key components can be replaced, which can effectively improve the comprehensive service performance of the track system.
作为本发明优选地技术方案,所述轨腰的顶部设有头部,所述头部的宽度大于所述轨腰本体的宽度,所述头部和所述轨腰本体交界处设有台阶。As a preferred technical solution of the present invention, a head is provided on the top of the rail waist, the width of the head is greater than the width of the rail waist body, and a step is provided at the junction of the head and the rail waist body.
作为本发明进一步优选地技术方案,所述轨头的两侧分别设有臂部,所述臂部的底端设有钩部,两个所述臂部之间的区域用于设置所述头部和所述弹性阻尼层,所述钩部与所述台阶相扣合。As a further preferred technical solution of the present invention, arms are respectively provided on both sides of the rail head, a hook is provided at the bottom end of the arm, the area between the two arms is used to set the head and the elastic damping layer, and the hook is engaged with the step.
作为本发明进一步优选地技术方案,所述头部的顶面和两个侧面均包覆所述弹性阻尼层。As a further preferred technical solution of the present invention, the top surface and two side surfaces of the head are covered with the elastic damping layer.
作为本发明优选地技术方案,所述轨头为钢材构件或者高分子材料构件。As a preferred technical solution of the present invention, the rail head is a steel component or a polymer material component.
作为本发明优选地技术方案,所述弹性阻尼层为橡胶结构件或者聚氨酯结构件。As a preferred technical solution of the present invention, the elastic damping layer is a rubber structural member or a polyurethane structural member.
作为本发明优选地技术方案,该轮轨低动力作用钢轨为左右对称结构。As a preferred technical solution of the present invention, the wheel-rail low-dynamic action rail is a left-right symmetrical structure.
第二方面,本发明还提供了一种用如以上任一项所述的轮轨低动力作用钢轨铺设无缝线路的方法,包括以下步骤:In a second aspect, the present invention further provides a method for laying a seamless railway using the wheel-rail low-dynamic action rail as described in any one of the above, comprising the following steps:
采用定尺的所述轨头单元和所述轨座单元,分别焊接形成所述轨头条和所述轨座条;The rail head unit and the rail seat unit of a certain size are respectively welded to form the rail head strip and the rail seat strip;
将所述弹性阻尼层嵌入所述轨头与所述轨腰配合的一侧内;Embedding the elastic damping layer into one side where the rail head and the rail waist cooperate;
将所述轨头与所述轨腰的横截面中线对正,施加压力使所述轨头扣合于所述轨腰,形成长轨条。The rail head is aligned with the cross-sectional midline of the rail waist, and pressure is applied to make the rail head buckle with the rail waist to form a long rail.
第三方面,本发明还提供了一种如以上任一项所述的轮轨低动力作用钢轨无缝线路断轨恢复方法,包括以下步骤:In a third aspect, the present invention further provides a method for restoring a broken rail in a seamless track of a wheel-rail low-dynamic action rail as described in any one of the above items, comprising the following steps:
从断轨处开始,沿钢轨两侧松开钢轨扣件,便于轮轨低动力作用钢轨的所述轨头和所述轨座发生必要的弹性位移;Starting from the broken rail, the rail fasteners are loosened along both sides of the rail to facilitate the necessary elastic displacement of the rail head and the rail seat of the wheel-rail low-dynamic rail;
将所述断轨处两侧的所述轨头和所述轨座上下分离,且在所述断轨处两侧将所述轨座底部撑起,从所述轨头内拉出所述弹性阻尼层;Separate the rail head and the rail seat on both sides of the broken rail up and down, prop up the bottom of the rail seat on both sides of the broken rail, and pull out the elastic damping layer from the rail head;
根据不同的焊接方法调节所述轨座缝和所述轨头缝的尺寸,将所述轨座焊接并对焊缝进行打磨,将所述轨头焊接并对焊缝进行打磨;Adjusting the sizes of the rail seat seam and the rail head seam according to different welding methods, welding the rail seat and grinding the weld, welding the rail head and grinding the weld;
将所述弹性阻尼层嵌入所述轨头与所述轨腰配合的一侧内;Embedding the elastic damping layer into one side where the rail head and the rail waist cooperate;
将所述轨头与所述轨腰的横截面中线对正,施加压力使所述轨头扣合于所述轨腰,恢复无缝线路。The rail head is aligned with the cross-sectional midline of the rail waist, and pressure is applied to make the rail head buckle onto the rail waist to restore the seamless track.
第四方面,本发明还提供了一种用如以上任一项所述的轮轨低动力作用钢轨铺设有缝线路的方法,包括以下步骤:In a fourth aspect, the present invention further provides a method for laying a seam-free line using the wheel-rail low-dynamic action rail as described in any one of the above, comprising the following steps:
采用定尺的所述轨头、所述轨座和所述弹性阻尼层,所述轨腰的端部具有螺栓孔;The rail head, rail seat and elastic damping layer are of fixed length, and the end of the rail waist is provided with bolt holes;
通过硫化连接或者粘接将所述弹性阻尼层安装在所述轨头与所述轨腰配合的一侧内;The elastic damping layer is installed in one side where the rail head and the rail waist cooperate by vulcanization connection or bonding;
将所述轨头与所述轨腰的横截面中线对正,施加压力使所述轨头扣合于所述轨腰,形成短轨条;Align the cross-sectional midlines of the rail head and the rail waist, and apply pressure to make the rail head buckle onto the rail waist to form a short rail;
在铺轨现场通过夹板螺栓连接所述螺栓孔,形成钢轨接头。The bolt holes are connected by clamping bolts at the track laying site to form a rail joint.
第五方面,本发明还提供了一种如以上任一项所述的轮轨低动力作用钢轨无缝线路的轨头更换方法,包括以下步骤:In a fifth aspect, the present invention further provides a rail head replacement method for a wheel-rail low-dynamic action rail seamless line as described in any one of the above items, comprising the following steps:
需要更换的一段所述轨头两端设置割断处,将所述轨头割断,施加拉力将所述轨头和所述轨座分离,移除需要更换的所述轨头,对更换范围内的所述弹性阻尼层切断同时更换;Cutting points are set at both ends of the rail head of a section that needs to be replaced, the rail head is cut off, and a pulling force is applied to separate the rail head and the rail seat, the rail head that needs to be replaced is removed, and the elastic damping layer within the replacement range is cut off and replaced at the same time;
将更新的所述轨头与钢轨保留的所述轨头进行焊接,将更新的所述弹性阻尼层端部与钢轨保留的所述弹性阻尼层端部粘接;Welding the updated rail head to the rail head retained by the rail, and bonding the end of the updated elastic damping layer to the end of the elastic damping layer retained by the rail;
将所述轨头与所述轨腰的横截面中线对正,施加压力使所述轨头扣合于所述轨腰,恢复无缝线路。The rail head is aligned with the cross-sectional midline of the rail waist, and pressure is applied to make the rail head buckle onto the rail waist to restore the seamless track.
第六方面,本发明还提供了一种如以上任一项所述的轮轨低动力作用钢轨有缝线路的轨头更换方法,包括以下步骤:In a sixth aspect, the present invention further provides a rail head replacement method for a wheel-rail low-dynamic action rail seam line as described in any one of the above items, comprising the following steps:
在需要更换的轨段施加拉力将所述轨头和所述轨座分离,并将对应的所述弹性阻尼层清除;Applying a pulling force to the rail section that needs to be replaced to separate the rail head and the rail seat, and removing the corresponding elastic damping layer;
通过硫化连接或者粘接将更新的所述弹性阻尼层安装在更新的所述轨头与所述轨腰配合的一侧内;Installing the updated elastic damping layer in one side of the updated rail head and the rail waist by vulcanization connection or bonding;
将所述轨头与所述轨腰的横截面中线对正,施加压力使所述轨头扣合于所述轨腰,恢复有缝线路。The rail head is aligned with the cross-sectional midline of the rail waist, and pressure is applied to make the rail head buckle with the rail waist to restore the seam line.
第七方面,本发明还提供了一种异形钢轨,包括依次连接的普通钢轨区、外轮廓过渡区、弹性渐变区和轮轨低动力作用钢轨区;In a seventh aspect, the present invention further provides a special-shaped rail, comprising a common rail area, an outer contour transition area, an elastic gradient area and a wheel-rail low dynamic action rail area connected in sequence;
所述轮轨低动力作用钢轨区采用如以上任一项所述的轮轨低动力作用钢轨结构,所述弹性渐变区采用如以上任一项所述的轮轨低动力作用钢轨结构、且采用的所述弹性阻尼层为厚度渐变的弹性阻尼层;The wheel-rail low-dynamic rail area adopts the wheel-rail low-dynamic rail structure as described in any one of the above items, the elastic gradient area adopts the wheel-rail low-dynamic rail structure as described in any one of the above items, and the elastic damping layer adopted is an elastic damping layer with a gradient thickness;
所述厚度渐变的弹性阻尼层的厚度由所述外轮廓过渡区向所述轮轨低动力作用钢轨区逐渐增大至所述轮轨低动力作用钢轨区中所述弹性阻尼层的厚度;The thickness of the elastic damping layer with a gradual thickness gradually increases from the outer contour transition area to the wheel-rail low-dynamic rail area to the thickness of the elastic damping layer in the wheel-rail low-dynamic rail area;
所述外轮廓过渡区的轨头形状由所述普通钢轨区的轨头形状渐变为所述弹性渐变区的轨头形状。The shape of the rail head in the outer contour transition zone changes gradually from the shape of the rail head in the ordinary steel rail zone to the shape of the rail head in the elastic gradient zone.
综上所述,由于采用了上述技术方案,本发明的有益效果是:In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are:
1、本发明所述的一种轮轨低动力作用钢轨,通过上部的所述轨头和下部的所述轨座的分体设计,使得所述轨头和所述弹性阻尼层能够更换,所述轨座能够长期使用,大幅降低材料成本;1. The wheel-rail low-dynamic rail of the present invention has a split design of the upper rail head and the lower rail seat, so that the rail head and the elastic damping layer can be replaced, and the rail seat can be used for a long time, which greatly reduces the material cost;
2、本发明所述的一种轮轨低动力作用钢轨,通过设置所述弹性阻尼层可以缓冲车轮通过时的动力作用,使钢轨表面的应力大幅降低,所述轨头能够采用硬度更低的钢材或高分子材料,起到保护车轮和减缓钢轨表面病害发生的作用;2. The low-dynamic-action wheel-rail rail of the present invention can buffer the dynamic action of the wheel passing by by providing the elastic damping layer, so that the stress on the surface of the rail is greatly reduced. The rail head can be made of steel or polymer material with lower hardness, which plays a role in protecting the wheel and slowing down the occurrence of surface diseases of the rail.
3、本发明所述的一种轮轨低动力作用钢轨,通过设置所述弹性阻尼层可以增加轮轨接触斑的面积,增大轮轨蠕滑力,从而提高列车的加速能力、制动能力和爬坡能力,以及运行平稳性;3. The low-dynamic wheel-rail rail of the present invention can increase the area of the wheel-rail contact spot and the wheel-rail creep force by providing the elastic damping layer, thereby improving the acceleration, braking and gradeability of the train and the running stability;
4、本发明所述的一种轮轨低动力作用钢轨,通过设置所述弹性阻尼层可以吸收车轮通过时产生的振动,降低轮轨噪声以及振动通过钢轨向下传递引起的环境振动;4. The low-dynamic wheel-rail rail of the present invention can absorb the vibration generated when the wheel passes by by providing the elastic damping layer, thereby reducing the wheel-rail noise and the environmental vibration caused by the vibration being transmitted downward through the rail;
5、本发明所述的一种轮轨低动力作用钢轨,可以铺设无缝线路、有缝线路,也可以通过异形钢轨与传统钢轨实现无缝或有缝连接;5. The wheel-rail low-dynamic rail of the present invention can be used to lay seamless lines or seamed lines, and can also be connected seamlessly or seamed with a special-shaped rail and a traditional rail;
6、本发明所述的一种轮轨低动力作用钢轨,其力学性能优良,关键部件可以更换,能有效提升轨道系统的综合服役性能。6. The wheel-rail low-dynamic rail described in the present invention has excellent mechanical properties, and its key components can be replaced, which can effectively improve the comprehensive service performance of the track system.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为对比例中普通60钢轨的截面示意图;FIG1 is a schematic cross-sectional view of a common 60 steel rail in a comparative example;
图2为实施例中轮轨低动力作用钢轨的截面示意图;FIG2 is a schematic cross-sectional view of a wheel-rail low-dynamic rail in an embodiment;
图3为对比例中普通60钢轨的应力示意图;FIG3 is a schematic diagram of stress of a common 60 steel rail in a comparative example;
图4为实施例中轮轨低动力作用钢轨的应力示意图;FIG4 is a schematic diagram of stress of a wheel-rail low-dynamic rail in an embodiment;
图5为对比例中普通60钢轨的轮轨接触斑面积示意图;FIG5 is a schematic diagram of the wheel-rail contact area of a common 60 steel rail in a comparative example;
图6为实施例中轮轨低动力作用钢轨的轮轨接触斑面积示意图;FIG6 is a schematic diagram of the wheel-rail contact patch area of the wheel-rail low-dynamic action rail in the embodiment;
图7为轮轨低动力作用钢轨的无缝线路敷设示意图;FIG7 is a schematic diagram of the seamless track laying of wheel-rail low-dynamic rails;
图8为轮轨低动力作用钢轨的断轨恢复示意图;FIG8 is a schematic diagram of the restoration of a broken rail under low wheel-rail dynamics;
图9为轮轨低动力作用钢轨的有缝线路敷设示意图;FIG9 is a schematic diagram of the laying of a jointed track of a wheel-rail low-dynamic rail;
图10为轮轨低动力作用钢轨的无缝线路轨头更换示意图;FIG10 is a schematic diagram of the replacement of the rail head of a seamless track of a wheel-rail low-dynamic action rail;
图11为轮轨低动力作用钢轨的有缝线路轨头更换示意图;FIG11 is a schematic diagram of rail head replacement for a seam-jointed track of a wheel-rail low-dynamic rail;
图12为异形钢轨的结构示意图。FIG. 12 is a schematic diagram of the structure of a special-shaped rail.
图中标记:1-轨头,11-臂部,12-钩部,2-轨腰,21-头部,22-台阶,3-轨座,4-弹性阻尼层,5-接缝,6-断轨处,61-支撑块,7-夹板,8-割断处,91-普通钢轨区,92-外轮廓过渡区,93-弹性渐变区,94-轮轨低动力作用钢轨区,95-厚度渐变的弹性阻尼层。Markings in the figure: 1-rail head, 11-arm, 12-hook, 2-rail waist, 21-head, 22-step, 3-rail seat, 4-elastic damping layer, 5-joint, 6-rail break, 61-support block, 7-plywood, 8-cutting point, 91-ordinary rail area, 92-outer contour transition area, 93-elastic gradient area, 94-wheel-rail low dynamic action rail area, 95-elastic damping layer with gradual thickness change.
具体实施方式DETAILED DESCRIPTION
下面结合试验例及具体实施方式对本发明作进一步的详细描述。但不应将此理解为本发明上述主题的范围仅限于以下的实施例,凡基于本发明内容所实现的技术均属于本发明的范围。The present invention is further described in detail below in conjunction with test examples and specific implementation methods. However, this should not be understood as the scope of the above subject matter of the present invention being limited to the following embodiments, and all technologies realized based on the content of the present invention belong to the scope of the present invention.
在没有特别说明的情况下,在本发明具体实施例的描述中,出现“上”“下”“左”“右”“中心”“内”“外”等指示的方位或位置关系的表述术语,都是基于附图所示的方位或位置关系的表达,或者是该发明产品/设备/装置惯常使用时,摆放的方位或位置关系。这些方位或位置关系的术语,仅仅是为了便于描述本发明方案或简化具体实施例中的描述,便于技术人员快速理解方案,而不是指示或暗示特定的装置/部件/元件必须具有特定的方位,或以特定的位置关系进行构造和操作,因此不能理解为对本发明的限制。Unless otherwise specified, in the description of the specific embodiments of the present invention, the terms indicating the orientation or position relationship such as "up", "down", "left", "right", "center", "inside", "outside", etc. are all expressions based on the orientation or position relationship shown in the drawings, or are the orientation or position relationship when the invented product/equipment/device is usually used. These terms of orientation or position relationship are only for the convenience of describing the scheme of the present invention or simplifying the description in the specific embodiments, so as to facilitate the technicians to quickly understand the scheme, and do not indicate or imply that a specific device/component/element must have a specific orientation, or be constructed and operated in a specific position relationship, and therefore cannot be understood as a limitation on the present invention.
此外,若出现术语“水平”“竖直”“悬垂”“平行”等术语,并不表示要求相应的装置/部件/元件绝对水平或竖直或悬垂或平行,而是可以稍微倾斜或存在偏差。如“水平”仅仅是指其方向相对“竖直”而言更加水平,并不是表示该结构一定要完全水平,而是可以稍微倾斜。或者,可以简化理解为相应的装置/部件/元件,处于“水平”“竖直”“悬垂”“平行”等方向设置,能够相对于相应的方向设置具有±10%的误差/偏差,更优选±8%以内的误差/偏差,更优选±6%以内的误差/偏差,更优选±5%以内的误差/偏差,更优选±4%以内的误差/偏差。只要相应的装置/部件/元件在误差/偏差范围内,依然能够实现其在本发明方案中的作用即可。In addition, if the terms "horizontal", "vertical", "overhanging", "parallel" and the like appear, it does not mean that the corresponding devices/components/elements are required to be absolutely horizontal or vertical or overhanging or parallel, but may be slightly tilted or have deviations. For example, "horizontal" only means that its direction is more horizontal than "vertical", and does not mean that the structure must be completely horizontal, but may be slightly tilted. Alternatively, it can be simplified to mean that the corresponding devices/components/elements are set in directions such as "horizontal", "vertical", "overhanging", "parallel", etc., and can have an error/deviation of ±10% relative to the corresponding direction setting, more preferably an error/deviation within ±8%, more preferably an error/deviation within ±6%, more preferably an error/deviation within ±5%, and more preferably an error/deviation within ±4%. As long as the corresponding device/component/element is within the error/deviation range, it can still achieve its role in the scheme of the present invention.
此外,术语中出现“第一”“第二”“第三”等表述,仅仅是用于区分相同或相似部件的描述,而不应理解为强调或暗示特定部件的相对重要性。In addition, the expressions “first”, “second”, “third”, etc., which appear in the terms, are merely used to distinguish the description of the same or similar components and should not be understood as emphasizing or implying the relative importance of specific components.
此外,在本发明实施例的描述中,“几个”“多个”“若干个”代表至少2个。可以是2个、3个、4个、5个、6个、7个、8个、9个等任意情况,甚至可以是超过9个的情况。In addition, in the description of the embodiments of the present invention, "several", "plurality" and "a number" represent at least 2. It can be any number such as 2, 3, 4, 5, 6, 7, 8, 9, and even more than 9.
此外,在本发明技术方案的描述中,除非另有明确的规定/限定/限制,出现术语“设置”“安装”“相连”“连接”“设有”“铺设”“布置”的地方应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接,可以是焊接、铆接、栓接、螺纹连接等本领域常用的连接手段。这种连接可以是机械连接,也可以是电连接或通信连接;可以是直接相连,也可以通过中间媒介物进行间接相连,可以是两个元件内部的连通。In addition, in the description of the technical solution of the present invention, unless otherwise clearly specified/defined/restricted, the terms "set", "install", "connect", "connected", "provided with", "laid", and "arranged" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection, and can be welding, riveting, bolting, threading, and other commonly used connection means in the field. This connection can be a mechanical connection, an electrical connection, or a communication connection; it can be a direct connection, or an indirect connection through an intermediate medium, and it can be the internal connection of two elements.
相关技术中,现有轨道交通的钢轨采用工字型结构,钢轮和钢轨之间的冲击较大,车轮表面和钢轨表面容易发生病害。车轮镟修和钢轨打磨需要投入大型设备,投入大量的技术人员,上述维修本身会降低车轮和钢轨的使用寿命。并且钢轨轨头磨耗量大于10mm或使用10年以后需要整体更换,造成的浪费和处理成本较高。为此遂产生本申请的技术方案,下面结合图1至图12进行阐述。In the related art, the existing rails of rail transit adopt an I-shaped structure, the impact between the steel wheel and the rail is large, and the wheel surface and the rail surface are prone to disease. Wheel turning and rail grinding require large equipment and a large number of technicians, and the above maintenance itself will reduce the service life of the wheels and rails. In addition, the rail head wear is greater than 10mm or needs to be replaced as a whole after 10 years of use, resulting in high waste and processing costs. For this reason, the technical solution of the present application was produced, which is explained below in conjunction with Figures 1 to 12.
对比例Comparative Example
如图1所示,现有普通60钢轨,包括轨头1、轨腰2和轨座3,三者是一体成型的工字结构。As shown in FIG. 1 , the existing common 60 steel rail comprises a rail head 1, a rail waist 2 and a rail seat 3, which are an integrally formed I-shaped structure.
如图3所示,在列车作用下,普通60钢轨的轨面最大应力为365.12Mpa,对应的车轮轮面最大应力为366.42Mpa。As shown in Figure 3, under the action of the train, the maximum stress on the track surface of the ordinary 60 steel rail is 365.12 MPa, and the corresponding maximum stress on the wheel surface is 366.42 MPa.
如图5所示,在列车作用下,普通60钢轨的轮轨接触斑面积为S=πab=π×7.9×5.8=143.9mm2。As shown in FIG. 5 , under the action of a train, the wheel-rail contact area of a common 60 steel rail is S=πab=π×7.9×5.8=143.9 mm 2 .
实施例1Example 1
如图2所示,本发明所述的一种轮轨低动力作用钢轨,包括轨头1、轨腰2和轨座3。As shown in FIG. 2 , a wheel-rail low-dynamic action rail according to the present invention comprises a rail head 1 , a rail waist 2 and a rail seat 3 .
如图2所示,所述轨腰2和所述轨座3为一体成型构件,例如采用一体成型的钢结构件;所述轨头1和所述轨腰2扣合连接,所述轨头1和所述轨腰2之间设有弹性阻尼层4,具体地,所述轨头1为钢材构件或者高分子材料构件,所述弹性阻尼层4为橡胶结构件或者聚氨酯结构件。As shown in Figure 2, the rail waist 2 and the rail seat 3 are integrally formed components, for example, an integrally formed steel structure; the rail head 1 and the rail waist 2 are snap-fitted and connected, and an elastic damping layer 4 is provided between the rail head 1 and the rail waist 2. Specifically, the rail head 1 is a steel component or a polymer material component, and the elastic damping layer 4 is a rubber structure or a polyurethane structure.
在一个具体地实施方式中,如图2所示,所述轨腰2的顶部设有头部21,所述头部21的宽度大于所述轨腰2本体的宽度,所述头部21和所述轨腰2本体交界处设有台阶22,所述轨头1的两侧分别设有臂部11,所述臂部11的底端设有钩部12,两个所述臂部11之间的区域用于设置所述头部21和所述弹性阻尼层4,所述钩部12与所述台阶22相扣合,所述头部21的顶面和两个侧面均包覆所述弹性阻尼层4。In a specific embodiment, as shown in Figure 2, a head 21 is provided on the top of the rail waist 2, the width of the head 21 is greater than the width of the rail waist 2 body, a step 22 is provided at the junction of the head 21 and the rail waist 2 body, arms 11 are provided on both sides of the rail head 1, a hook 12 is provided at the bottom end of the arm 11, the area between the two arms 11 is used to set the head 21 and the elastic damping layer 4, the hook 12 is engaged with the step 22, and the top surface and two side surfaces of the head 21 are covered with the elastic damping layer 4.
其中,该轮轨低动力作用钢轨为左右对称结构。Among them, the wheel-rail low-dynamic action rail is a left-right symmetrical structure.
在一个具体地实施方式中,所述轨头1设置所述头部21的腔体的顶面至所述轨头1的顶面的厚度≥25mm。In a specific embodiment, the thickness of the rail head 1 from the top surface of the cavity of the head 21 to the top surface of the rail head 1 is ≥25 mm.
在一个具体地实施方式中,所述台阶22水平设置,且所述台阶22的宽度≥1.0mm。In a specific embodiment, the step 22 is horizontally arranged, and the width of the step 22 is ≥1.0 mm.
在一个具体地实施方式中,所述轨头1采用高韧性的钢材或者高分子材料(如聚酯材料),所述轨头1采用的材料的硬度比车轮材料硬度低,所述轨座3采用高强度、耐腐蚀性强的钢材。In a specific embodiment, the rail head 1 is made of high-toughness steel or polymer material (such as polyester material), the hardness of the material used in the rail head 1 is lower than the hardness of the wheel material, and the rail seat 3 is made of high-strength and corrosion-resistant steel.
在一个具体地实施方式中,所述弹性阻尼层4的厚度≤5mm,所述弹性阻尼层4的寿命≥20年。In a specific implementation manner, the thickness of the elastic damping layer 4 is ≤5 mm, and the life of the elastic damping layer 4 is ≥20 years.
在一个具体地实施方式中,所述轨头1和所述轨座3之间的相对位移小于3mm。In a specific embodiment, the relative displacement between the rail head 1 and the rail seat 3 is less than 3 mm.
在一个具体地实施方式中,当所述轨头1的有效厚度≤15mm时或使用时间达到20年后需要对其进行更换。In a specific embodiment, the rail head 1 needs to be replaced when its effective thickness is ≤15 mm or after being used for 20 years.
在本实施例中,所述轨头1的顶面几何形状和顶面宽度与对比例中的钢轨轨头的顶面几何形状和顶面宽度保持一致。In this embodiment, the top surface geometry and top surface width of the rail head 1 are consistent with the top surface geometry and top surface width of the rail head in the comparative example.
如图4所示,在与对比例中相同列车的作用下,本实施例钢轨的轨面最大应力为286.71Mpa,对应的车轮轮面最大应力为258.11Mpa。As shown in FIG. 4 , under the action of the same train as in the comparative example, the maximum stress on the rail surface of the rail in this embodiment is 286.71 MPa, and the corresponding maximum stress on the wheel surface is 258.11 MPa.
如图6所示,在与对比例中相同列车的作用下,本实施例钢轨的轮轨接触斑面积为S=πab=π×9.4×7.4=218.4mm2。As shown in FIG. 6 , under the action of the same train as that in the comparative example, the wheel-rail contact area of the rail of this embodiment is S=πab=π×9.4×7.4=218.4 mm 2 .
可以看出,在相同列车的作用和相同的所述轨头1的顶面数据下,本实施例所述的一种轮轨低动力作用钢轨相较于对比例中普通60钢轨的轨面最大应力和轮面最大应力均大幅降低,而轮轨接触斑面积则大幅增加。It can be seen that under the action of the same train and the same top surface data of the rail head 1, the maximum stress on the rail surface and the maximum stress on the wheel surface of the low-dynamic-action rail described in this embodiment are greatly reduced compared with the ordinary 60 rail in the comparative example, while the wheel-rail contact spot area is greatly increased.
本实施例所述的一种轮轨低动力作用钢轨,通过上部的所述轨头1和下部的所述轨座3的分体设计,使得所述轨头1和所述弹性阻尼层4能够更换,所述轨座3能够长期使用,大幅降低材料成本。The wheel-rail low-dynamic rail described in this embodiment has a split design of the upper rail head 1 and the lower rail seat 3, so that the rail head 1 and the elastic damping layer 4 can be replaced, and the rail seat 3 can be used for a long time, which greatly reduces material costs.
本实施例所述的一种轮轨低动力作用钢轨,通过设置所述弹性阻尼层4可以缓冲车轮通过时的动力作用,使钢轨表面的应力大幅降低,所述轨头1能够采用硬度更低的钢材或高分子材料,起到保护车轮和减缓钢轨表面病害发生的作用。The wheel-rail low-dynamic rail described in this embodiment can buffer the dynamic effect of the wheel passing through by providing the elastic damping layer 4, so that the stress on the rail surface is greatly reduced. The rail head 1 can be made of steel or polymer material with lower hardness, which plays a role in protecting the wheel and reducing the occurrence of surface diseases of the rail.
本实施例所述的一种轮轨低动力作用钢轨,通过设置所述弹性阻尼层4可以增加轮轨接触斑的面积,增大轮轨蠕滑力,从而提高列车的加速能力、制动能力和爬坡能力,以及运行平稳性。The low-dynamic wheel-rail rail described in this embodiment can increase the area of the wheel-rail contact spot and the wheel-rail creep force by providing the elastic damping layer 4, thereby improving the acceleration, braking and gradeability of the train and the running stability.
本实施例所述的一种轮轨低动力作用钢轨,通过设置所述弹性阻尼层4可以吸收车轮通过时产生的振动,降低轮轨噪声以及振动通过钢轨向下传递引起的环境振动。The low-dynamic wheel-rail rail described in this embodiment can absorb the vibration generated when the wheel passes by by providing the elastic damping layer 4, thereby reducing the wheel-rail noise and the environmental vibration caused by the vibration being transmitted downward through the rail.
本实施例所述的一种轮轨低动力作用钢轨,可以铺设无缝线路、有缝线路,也可以通过异形钢轨与传统钢轨实现无缝或有缝连接。The wheel-rail low-power rail described in this embodiment can be used to lay seamless lines or seamed lines, and can also be seamlessly or seamlessly connected with traditional rails through special-shaped rails.
本实施例所述的一种轮轨低动力作用钢轨,其力学性能优良,关键部件可以更换,能有效提升轨道系统的综合服役性能。The wheel-rail low-dynamic action rail described in this embodiment has excellent mechanical properties, key components can be replaced, and the comprehensive service performance of the track system can be effectively improved.
实施例2Example 2
如图7所示,本发明所述的一种用如实施例1所述的轮轨低动力作用钢轨铺设无缝线路的方法,包括以下步骤:As shown in FIG. 7 , a method for laying a seamless railway using the wheel-rail low-dynamic action rail as described in Example 1 of the present invention comprises the following steps:
A1、生产25m或50m定尺的所述轨头1单元和所述轨座3单元,以及长度200m以上的所述弹性阻尼层4,采用所述轨头1单元和所述轨座3单元,相邻所述轨头1单元之间具有接缝5,相邻所述轨座3单元之间具有所述接缝5。A1. Produce the rail head 1 unit and the rail seat 3 unit of a fixed length of 25m or 50m, and the elastic damping layer 4 of a length of more than 200m, using the rail head 1 unit and the rail seat 3 unit, with a joint 5 between adjacent rail head 1 units and a joint 5 between adjacent rail seat 3 units.
A2、在焊轨基地首先将所述轨头1单元和所述轨座3分别焊接形成所述轨头1条和所述轨座3条。A2. First, the rail head 1 unit and the rail seat 3 are welded separately on the rail welding base to form the rail head 1 and the rail seat 3.
A3、对所述弹性阻尼层4的端头进行粘接,将所述弹性阻尼层4嵌入所述轨头1与所述轨腰2配合的一侧内。A3. Bond the end of the elastic damping layer 4 and embed the elastic damping layer 4 into the side where the rail head 1 and the rail waist 2 cooperate.
A4、将所述轨头1与所述轨腰2的横截面中线对正,通过在所述轨头1上表面和/或所述轨座3下表面之间施加压力,使所述轨头1两侧的所述臂部11沿所述头部21两侧下滑,然后所述钩部12扣合于所述台阶22处,将所述轨头1扣合于所述轨腰2,所述弹性阻尼层4紧贴于所述轨头1腔体和所述头部21之间,形成长轨条,将所述长轨条运送到现场,装配扣件,形成无缝线路。A4. Align the cross-sectional midlines of the rail head 1 and the rail waist 2, apply pressure between the upper surface of the rail head 1 and/or the lower surface of the rail seat 3, so that the arms 11 on both sides of the rail head 1 slide down along both sides of the head 21, and then the hooks 12 are buckled into the steps 22, and the rail head 1 is buckled into the rail waist 2, and the elastic damping layer 4 is tightly attached between the cavity of the rail head 1 and the head 21 to form a long rail, and the long rail is transported to the site, and fasteners are assembled to form a seamless line.
实施例3Example 3
如图8所示,本发明所述的一种如实施例1所述的轮轨低动力作用钢轨无缝线路断轨恢复方法,包括以下步骤:As shown in FIG8 , a method for restoring a broken rail on a wheel-rail low-dynamic action seamless rail line as described in Example 1 of the present invention comprises the following steps:
B1、从断轨处6开始,沿钢轨两侧≥15m范围内松开钢轨扣件,便于轮轨低动力作用钢轨的所述轨头1和所述轨座3发生必要的弹性位移;B1. Starting from the broken rail 6, loosen the rail fasteners within a range of ≥15m on both sides of the rail to facilitate the necessary elastic displacement of the rail head 1 and the rail seat 3 of the wheel-rail low-dynamic rail;
将所述断轨处6两侧的所述轨头1和所述轨座3上下分离,且在所述断轨处6两侧各10m位置在所述轨座3底部支垫支撑块61将所述轨座3底部撑起。The rail head 1 and the rail seat 3 on both sides of the broken rail 6 are separated up and down, and support blocks 61 are placed at the bottom of the rail seat 3 at 10m on both sides of the broken rail 6 to prop up the bottom of the rail seat 3.
B2、从所述轨头1内拉出所述弹性阻尼层4,并向两侧收到距离所述断轨处6≥15m处。B2. Pull out the elastic damping layer 4 from the rail head 1 and draw it to both sides to a distance of ≥15 m from the broken rail 6.
B3、根据不同的焊接方法调节所述轨座3缝和所述轨头1缝的尺寸,将所述轨座3焊接并对焊缝进行打磨,将所述轨头1焊接并对焊缝进行打磨;B3. Adjust the sizes of the seams of the rail seat 3 and the rail head 1 according to different welding methods, weld the rail seat 3 and grind the welds, weld the rail head 1 and grind the welds;
对所述弹性阻尼层4的端头进行粘接,将所述弹性阻尼层4嵌入所述轨头1与所述轨腰2配合的一侧内。The end of the elastic damping layer 4 is bonded, and the elastic damping layer 4 is embedded into the side where the rail head 1 and the rail waist 2 cooperate.
B4、将所述轨头1与所述轨腰2的横截面中线对正,通过在所述轨头1上表面和/或所述轨座3下表面之间施加压力,使所述轨头1两侧的所述臂部11沿所述头部21两侧下滑,然后所述钩部12扣合于所述台阶22处,将所述轨头1扣合于所述轨腰2,所述弹性阻尼层4紧贴于所述轨头1腔体和所述头部21之间,恢复无缝线路。B4. Align the cross-sectional midlines of the rail head 1 and the rail waist 2, and apply pressure between the upper surface of the rail head 1 and/or the lower surface of the rail seat 3 to make the arms 11 on both sides of the rail head 1 slide down along both sides of the head 21. Then, the hook 12 is buckled into the step 22, and the rail head 1 is buckled into the rail waist 2. The elastic damping layer 4 is tightly attached between the cavity of the rail head 1 and the head 21, and the seamless track is restored.
实施例4Example 4
如图9所示,本发明所述的一种用如实施例1所述的轮轨低动力作用钢轨铺设有缝线路的方法,包括以下步骤:As shown in FIG9 , a method for laying a seam-free track using the wheel-rail low-dynamic action rail as described in Example 1 of the present invention comprises the following steps:
C1、采用7.5m、15m或25m定尺的所述轨头1、所述轨座3和所述弹性阻尼层4,所述轨腰2的端部具有螺栓孔。C1. The rail head 1, the rail seat 3 and the elastic damping layer 4 are of a fixed length of 7.5 m, 15 m or 25 m, and the end of the rail waist 2 has bolt holes.
C2、通过硫化连接或者粘接将所述弹性阻尼层4安装在所述轨头1与所述轨腰2配合的一侧内。C2. The elastic damping layer 4 is installed on one side where the rail head 1 and the rail waist 2 cooperate by vulcanization connection or bonding.
C3、将所述轨头1与所述轨腰2的横截面中线对正,通过在所述轨头1上表面和/或所述轨座3下表面之间施加压力,使所述轨头1两侧的所述臂部11沿所述头部21两侧下滑,然后所述钩部12扣合于所述台阶22处,将所述轨头1扣合于所述轨腰2,所述弹性阻尼层4紧贴于所述轨头1腔体和所述头部21之间,形成短轨条。C3. Align the cross-sectional midlines of the rail head 1 and the rail waist 2, and apply pressure between the upper surface of the rail head 1 and/or the lower surface of the rail seat 3 to make the arms 11 on both sides of the rail head 1 slide down along both sides of the head 21, and then the hook 12 is buckled into the step 22 to buckle the rail head 1 into the rail waist 2, and the elastic damping layer 4 is tightly attached between the cavity of the rail head 1 and the head 21 to form a short rail.
C4、在铺轨现场根据不同的要求选择合适的夹板7,通过螺栓连接所述螺栓孔,形成钢轨接头。C4. Select appropriate clamping plates 7 according to different requirements at the track laying site, and connect the bolt holes with bolts to form rail joints.
实施例5Example 5
如图10所示,本发明所述的一种如实施例1所述的轮轨低动力作用钢轨无缝线路的轨头1更换方法,包括以下步骤:As shown in FIG10 , a method for replacing a rail head 1 of a wheel-rail low-dynamic action rail seamless line as described in Example 1 of the present invention comprises the following steps:
D1、需要更换的一段所述轨头1两端设置割断处8。D1. Cutting points 8 are set at both ends of the rail head 1 of the section that needs to be replaced.
D2、将所述轨头1割断,在所述轨头1上表面和/或所述轨座3下表面之间施加拉力将所述轨头1和所述轨座3分离,移除需要更换的所述轨头1,对更换范围内的所述弹性阻尼层4切断同时更换。D2. Cut off the rail head 1, apply tension between the upper surface of the rail head 1 and/or the lower surface of the rail seat 3 to separate the rail head 1 and the rail seat 3, remove the rail head 1 that needs to be replaced, cut off the elastic damping layer 4 within the replacement range and replace it at the same time.
D3、将更新的所述轨头1与钢轨保留的所述轨头1进行焊接,根据不同的焊接方法调节所述轨座3缝和所述轨头1缝的尺寸,将所述轨座3焊接并对焊缝进行打磨,将所述轨头1焊接并对焊缝进行打磨。D3. Weld the updated rail head 1 with the rail head 1 retained by the rail, adjust the sizes of the seams of the rail seat 3 and the rail head 1 according to different welding methods, weld the rail seat 3 and grind the weld, weld the rail head 1 and grind the weld.
D4、将更新的所述弹性阻尼层4端部与钢轨保留的所述弹性阻尼层4端部粘接。D4. Bonding the updated end of the elastic damping layer 4 to the end of the elastic damping layer 4 retained by the rail.
D5、将所述轨头1与所述轨腰2的横截面中线对正,通过在所述轨头1上表面和/或所述轨座3下表面之间施加压力,使所述轨头1两侧的所述臂部11沿所述头部21两侧下滑,然后所述钩部12扣合于所述台阶22处,将所述轨头1扣合于所述轨腰2,所述弹性阻尼层4紧贴于所述轨头1腔体和所述头部21之间,恢复无缝线路。D5. Align the cross-sectional midlines of the rail head 1 and the rail waist 2, and apply pressure between the upper surface of the rail head 1 and/or the lower surface of the rail seat 3 to make the arms 11 on both sides of the rail head 1 slide down along both sides of the head 21. Then, the hook 12 is buckled into the step 22, and the rail head 1 is buckled into the rail waist 2. The elastic damping layer 4 is tightly attached between the cavity of the rail head 1 and the head 21, and the seamless track is restored.
实施例6Example 6
如图11所示,本发明所述的一种如实施例1所述的轮轨低动力作用钢轨有缝线路的轨头1更换方法,包括以下步骤:As shown in FIG11 , a method for replacing a rail head 1 of a wheel-rail low-dynamic action rail seam track as described in Example 1 of the present invention comprises the following steps:
E1、在需要更换的轨段的上表面和/或下表面之间施加拉力将所述轨头1和所述轨座3分离,并将对应的所述弹性阻尼层4清除;E1. Applying a pulling force between the upper surface and/or the lower surface of the rail section to be replaced to separate the rail head 1 and the rail seat 3, and removing the corresponding elastic damping layer 4;
通过硫化连接或者粘接将更新的所述弹性阻尼层4安装在更新的所述轨头1与所述轨腰2配合的一侧内;Installing the updated elastic damping layer 4 in the side where the updated rail head 1 and the rail waist 2 cooperate by vulcanization connection or bonding;
将所述轨头1与所述轨腰2的横截面中线对正,通过在所述轨头1上表面和/或所述轨座3下表面之间施加压力,使所述轨头1两侧的所述臂部11沿所述头部21两侧下滑,然后所述钩部12扣合于所述台阶22处,将所述轨头1扣合于所述轨腰2,所述弹性阻尼层4紧贴于所述轨头1腔体和所述头部21之间,恢复有缝线路。The rail head 1 is aligned with the midline of the cross section of the rail waist 2, and pressure is applied between the upper surface of the rail head 1 and/or the lower surface of the rail seat 3 to make the arms 11 on both sides of the rail head 1 slide down along both sides of the head 21, and then the hook 12 is buckled at the step 22, and the rail head 1 is buckled on the rail waist 2, and the elastic damping layer 4 is tightly attached between the cavity of the rail head 1 and the head 21 to restore the seam line.
实施例7Example 7
如图12所示,本发明所述的一种异形钢轨,其长度为7.5m、15m或25m,所述异形钢轨包括依次连接的普通钢轨区91、外轮廓过渡区92、弹性渐变区93和轮轨低动力作用钢轨区94。As shown in FIG. 12 , the special-shaped rail of the present invention has a length of 7.5 m, 15 m or 25 m, and comprises a common rail area 91, an outer contour transition area 92, an elastic gradient area 93 and a wheel-rail low dynamic action rail area 94 connected in sequence.
所述普通钢轨区91顾名思义,其形状结构与既有普通钢轨形状结构一致,以所述普通钢轨区91的端部作为基准端,所述普通钢轨区91的长度大于0m且小于或者等于1m。As the name implies, the shape and structure of the common rail area 91 is consistent with that of the existing common rails. Taking the end of the common rail area 91 as the reference end, the length of the common rail area 91 is greater than 0m and less than or equal to 1m.
距离基准端1.0m~1.5m范围内为所述外轮廓过渡区92,所述外轮廓过渡区92的轨头1形状结构由所述普通钢轨区91的轨头1形状结构渐变为所述弹性渐变区93的轨头1形状结构。The outer contour transition zone 92 is within a range of 1.0m to 1.5m from the reference end. The shape structure of the rail head 1 in the outer contour transition zone 92 gradually changes from the shape structure of the rail head 1 in the ordinary steel rail zone 91 to the shape structure of the rail head 1 in the elastic gradient zone 93.
从距离基准端1.5m到距离非基准端2m范围内为所述弹性渐变区93,所述弹性渐变区93采用如实施例1所述的轮轨低动力作用钢轨结构、且采用的所述弹性阻尼层4为厚度渐变的弹性阻尼层95。The elastic gradient zone 93 is in the range from 1.5 m from the reference end to 2 m from the non-reference end. The elastic gradient zone 93 adopts the wheel-rail low-dynamic rail structure as described in Example 1, and the elastic damping layer 4 adopted is an elastic damping layer 95 with a gradient thickness.
非基准端0m~2.0m范围内为所述轮轨低动力作用钢轨区94,所述轮轨低动力作用钢轨区94采用如实施例1所述的轮轨低动力作用钢轨结构。The wheel-rail low-dynamic-action rail area 94 is within the range of 0m to 2.0m from the non-reference end. The wheel-rail low-dynamic-action rail area 94 adopts the wheel-rail low-dynamic-action rail structure as described in Example 1.
所述厚度渐变的弹性阻尼层95的厚度由所述外轮廓过渡区92向所述轮轨低动力作用钢轨区94逐渐增大至所述轮轨低动力作用钢轨区94中所述弹性阻尼层4的厚度;根据所述厚度渐变的弹性阻尼层95的厚度选择异形钢轨的长度。The thickness of the elastic damping layer 95 with a gradual thickness variation gradually increases from the outer contour transition zone 92 to the wheel-rail low-dynamic action rail zone 94 to the thickness of the elastic damping layer 4 in the wheel-rail low-dynamic action rail zone 94; the length of the special-shaped rail is selected according to the thickness of the elastic damping layer 95 with a gradual thickness variation.
当异形钢轨区段和传统钢轨区段连接时,异形钢轨的基准端与传统钢轨区段进行连接,异形钢轨的非基准端与实施例1所述的轮轨低动力作用钢轨进行连接。When the special-shaped rail section is connected to the conventional rail section, the reference end of the special-shaped rail is connected to the conventional rail section, and the non-reference end of the special-shaped rail is connected to the wheel-rail low-dynamic rail described in Example 1.
以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
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