CN203938939U - A kind of track traffic flush type track - Google Patents

A kind of track traffic flush type track Download PDF

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CN203938939U
CN203938939U CN201420251401.XU CN201420251401U CN203938939U CN 203938939 U CN203938939 U CN 203938939U CN 201420251401 U CN201420251401 U CN 201420251401U CN 203938939 U CN203938939 U CN 203938939U
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rail
track
flush type
obturator
fastener
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白健
王安斌
张喆玉
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Luoyang Sunrui Rubber and Plastic Technology Co Ltd
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Luoyang Sunrui Rubber and Plastic Technology Co Ltd
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Abstract

本实用新型属于轨道交通技术领域,提出一种轨道交通用埋入式轨道。提出的一种轨道交通用埋入式轨道包括有轨道基础(9)、道路基础(8)、钢轨(1)和钢轨扣件;设置有钢轨扣件的钢轨(1)的轨底设置有轨下弹性垫板(11);相邻所述轨下弹性垫板(11)之间设置有缓冲垫层(5);在所述钢轨(1)的轨底与轨下弹性垫板(11)、所述钢轨(1)的轨底与缓冲垫层(5)之间设置有轨底弹性套(4),所述轨底弹性套(4)沿钢轨铺设方向连续铺设并包覆在所述钢轨(1)的轨底上。本实用新型提高了轨道密封、绝缘效果,降低了施工难度,提高了操作效率。

The utility model belongs to the technical field of rail traffic and provides a buried track for rail traffic. A proposed buried track for rail transit includes track foundation (9), road foundation (8), rail (1) and rail fasteners; the rail bottom of the rail (1) provided with rail fasteners is provided with rail The lower elastic backing plate (11); a cushion layer (5) is arranged between the adjacent elastic backing plates (11) under the rail; the rail bottom of the rail (1) and the under-rail elastic backing plate (11) . A rail bottom elastic sleeve (4) is arranged between the rail bottom of the rail (1) and the cushion layer (5), and the rail bottom elastic sleeve (4) is continuously laid along the rail laying direction and covered on the on the rail bottom of the rail (1). The utility model improves the track sealing and insulating effects, reduces the construction difficulty and improves the operation efficiency.

Description

一种轨道交通用埋入式轨道A buried track for rail transit

技术领域 technical field

本实用新型属于轨道交通技术领域,具体涉及一种轨道交通用埋入式轨道。 The utility model belongs to the technical field of rail transit, in particular to a buried track for rail transit.

背景技术 Background technique

随着城市交通的发展,特别是轨道交通的多元化发展,轨道交通已经融入城市的各个方面,甚至在城市路面上也出现了行驶的轨道车辆(如有轨电车)。这种轨道系统与公路交通车辆共享路权,轨道覆盖层的刚度很大,且轨面与路面齐平,一旦发生开裂,会影响到自身及其他车辆的通行,因此要求轨道系统具有较好的弹性;另外,由于轨道车辆通行在城市中,为了给人们提供便利,必然需要经过居民区、医院、政府机关等区域,需要严格控制列车行驶时轮轨撞击产生的振动噪声向周边的传播,对轨道进行减振降噪处理。目前已知的技术是在钢轨外侧设置弹性填充物,使钢轨和刚性路面之间形成弹性过渡,并具有减振降噪功能,例如专利US1771079A中公开的一种包裹钢轨的结构,又例如专利EP0854234A1中公开的一种包裹钢轨的结构,又例如公开号为CN101052766A的专利中公开了类似的包裹钢轨的结构。 With the development of urban traffic, especially the diversified development of rail traffic, rail traffic has been integrated into all aspects of the city, and even rail vehicles (such as trams) appear on urban roads. This kind of track system shares the right of way with road traffic vehicles. The track covering layer is very rigid, and the track surface is flush with the road surface. Once cracking occurs, it will affect the passage of itself and other vehicles. Therefore, the track system is required to have better Elasticity; In addition, since rail vehicles pass through the city, in order to provide convenience for people, they must pass through residential areas, hospitals, government agencies and other areas, and it is necessary to strictly control the transmission of vibration and noise generated by wheel-rail impact to the surrounding area when the train is running. The track is subjected to vibration and noise reduction treatment. The currently known technology is to install elastic fillers on the outside of the rails to form an elastic transition between the rails and the rigid road surface, and has the function of vibration and noise reduction, such as a structure for wrapping rails disclosed in patent US1771079A, and patent EP0854234A1 A structure for wrapping rails disclosed in , and for example, the patent with publication number CN101052766A discloses a similar structure for wrapping rails.

目前轨道车辆主要采用清洁能源,参考地铁系统,采用直流牵引供电,节能、环保、造价低。但直流电系统也带来了杂散电流腐蚀的问题,每延长100km的轨道,每年因腐蚀的损失就在上百万左右。在埋入式轨道的建设中,由于轨道嵌入道路基础中,迷流腐蚀的问题更加严重。为了防止轨道受到周围环境的侵蚀降低使用寿命,并抑制轨道杂散电流对周围基础和建筑内金属元件的侵蚀破换,轨道的密封绝缘是需要解决的问题;考虑到城市轨道交通对环境的要求,对埋入式轨道的减振降噪处理也是需要解决的问题。 At present, rail vehicles mainly use clean energy. Referring to the subway system, DC traction is used for power supply, which is energy-saving, environmentally friendly, and low in cost. However, the direct current system also brings about the problem of stray current corrosion. For every 100km track extension, the annual loss due to corrosion is about millions. In the construction of buried track, the problem of stray corrosion is more serious because the track is embedded in the road foundation. In order to prevent the track from being eroded by the surrounding environment and reduce the service life, and to prevent the stray current from the track from eroding and breaking the surrounding foundation and metal components in the building, the sealing and insulation of the track is a problem that needs to be solved; considering the environmental requirements of urban rail transit , The vibration and noise reduction treatment of the buried track is also a problem that needs to be solved.

钢轨扣件在轨底支撑并扣压钢轨,钢轨底部与扣件垫板之间设有轨下弹性垫。钢轨扣件具有扣压力稳定、轨距保持能力好、维护检修方便的特点,能够有效保证行车安全,被广泛使用。钢轨扣件通常可分为铁垫板型扣件和预埋型扣件;其中铁垫板型扣件通常由扣件垫板、轨下弹性垫板、板下垫层、弹条、绝缘轨距块组成;预埋型扣件通常有预埋铁座、轨距块、弹条组成,预埋铁座预先埋入轨道基础中,如图7、图8所示。 The rail fastener supports and buckles the rail at the bottom of the rail, and an elastic pad under the rail is arranged between the bottom of the rail and the backing plate of the fastener. Rail fasteners have the characteristics of stable fastening pressure, good gauge maintenance ability, and convenient maintenance and repair. They can effectively ensure driving safety and are widely used. Rail fasteners can usually be divided into iron backing type fasteners and pre-embedded fasteners; among them, iron backing type fasteners are usually composed of fastener backing plate, under-rail elastic backing plate, under-board underlayment, elastic strip, insulating rail Composed of distance blocks; pre-embedded fasteners usually consist of pre-embedded iron seats, gauge blocks, and spring bars, and the pre-embedded iron seats are pre-embedded in the track foundation, as shown in Figure 7 and Figure 8.

上述三个专利所提到的钢轨外面的包裹装置,其在钢轨扣件节点处面临与扣件的对接以及该对接处的密封,尤其是钢轨底部的包裹装置与轨下弹性垫板之间的对接密封难以做到,其原因是:(1)列车行驶时,钢轨发生动态变形和振动,接缝处受力开裂;(2)施工安装时,轨底与轨下基础之间空间很小,很难进行密封操作,施工难度大,工程进度慢。 The wrapping device on the outside of the rail mentioned in the above three patents faces the butt joint with the fastener at the node of the rail fastener and the sealing of the joint, especially the gap between the wrapping device at the bottom of the rail and the elastic backing plate under the rail. Butt joint sealing is difficult to achieve, the reasons are: (1) When the train is running, the rails undergo dynamic deformation and vibration, and the joints are cracked under force; (2) During construction and installation, the space between the rail bottom and the sub-rail foundation is very small, It is difficult to carry out the sealing operation, the construction is difficult, and the progress of the project is slow.

实用新型内容 Utility model content

本实用新型的目的是提出一种轨道交通用埋入式轨道,使其能解决现有技术应用时存在的问题,提高轨道密封、绝缘效果,降低施工难度,提高操作效率。 The purpose of the utility model is to propose a buried track for rail transit, so that it can solve the problems existing in the application of the prior art, improve the sealing and insulation effects of the track, reduce the difficulty of construction, and improve the operation efficiency.

为实现上述目的,本实用新型采用如下技术方案: In order to achieve the above object, the utility model adopts the following technical solutions:

一种轨道交通用埋入式轨道,所述的埋入式轨道包括有轨道基础、道路基础、钢轨和钢轨扣件;所述的道路基础设置在轨道基础上;所述的道路基础内铺设有钢轨;所述钢轨的两侧与道路基础之间分别设置有填充体I和填充体Ⅱ;所述钢轨扣件为沿钢轨铺设方向间隔设置的多个;在设置有钢轨扣件的钢轨的轨底设置有轨下弹性垫板;相邻两个所述轨下弹性垫板之间设置有缓冲垫层,即所述的缓冲垫层间隔设置,且所述的缓冲垫层位于相邻两个所述轨下弹性垫板之间;在所述钢轨的轨底与轨下弹性垫板、所述钢轨的轨底与缓冲垫层之间设置有轨底弹性套,所述轨底弹性套沿钢轨铺设方向连续铺设并包覆在所述钢轨的轨底上。 An embedded track for rail transit, the embedded track includes a track foundation, a road foundation, rails and rail fasteners; the road foundation is arranged on the track foundation; the road foundation is laid with Rail; Filling body I and Filling body II are respectively arranged between the two sides of the rail and the road foundation; the rail fasteners are arranged at intervals along the laying direction of the rail; The bottom is provided with an elastic pad under the rail; a cushion layer is arranged between two adjacent elastic pads under the rail, that is, the cushion layer is arranged at intervals, and the cushion layer is located between two adjacent Between the under-rail elastic backing plates; between the rail bottom of the rail and the under-rail elastic backing plate, between the rail bottom of the rail and the cushion layer, a rail bottom elastic sleeve is arranged, and the rail bottom elastic sleeve is along the The steel rail is continuously laid in the laying direction and covered on the rail bottom of the steel rail.

所述钢轨的顶面与道路基础上部的路面铺装或绿化带基础面在同一平面上。 The top surface of the steel rail is on the same plane as the pavement on the upper part of the road foundation or the base surface of the green belt.

所述钢轨的顶面高于道路基础上部的路面铺装或绿化带基础面。 The top surface of the steel rail is higher than the road pavement or green belt base surface on the upper part of the road foundation.

所述填充体I和填充体Ⅱ的上表面低于与钢轨的顶面,在所述填充体I和填充体Ⅱ的上表面与钢轨的顶面之间所具有的空隙内设置弹性连接体,且所述的弹性连接体镶嵌在钢轨与铺装路面及道路基础之间,起到密封、防水、绝缘的作用。 The upper surface of the filling body I and the filling body II is lower than the top surface of the rail, and an elastic connecting body is arranged in the gap between the upper surface of the filling body I and the filling body II and the top surface of the rail, Moreover, the elastic connecting body is embedded between the steel rail, paved road surface and road foundation, and plays the roles of sealing, waterproofing and insulation.

所述的弹性连接体由非金属材料制成,制备弹性连接体的所述非金属材料为橡胶或聚氨酯或塑料或沥青或橡塑共混体。 The elastic connecting body is made of non-metallic material, and the non-metallic material for preparing the elastic connecting body is rubber or polyurethane or plastic or asphalt or rubber-plastic blend.

所述填充体I和填充体Ⅱ的上表面与钢轨的顶面在同一平面上。 The upper surfaces of the filling body I and the filling body II are on the same plane as the top surface of the rail.

所述的轨底弹性套由非金属材料制成,该材料为橡胶或塑料或聚氨酯或橡塑共混体。 The rail bottom elastic sleeve is made of non-metallic material, which is rubber or plastic or polyurethane or rubber-plastic blend.

所述的缓冲垫层由非金属材料制成,所述的缓冲垫层与所述的轨底弹性套通过粘接方式或通过扣接的方式连接为一体。 The cushion pad layer is made of non-metallic material, and the cushion pad layer and the rail bottom elastic sleeve are connected as a whole by bonding or buckling.

所述的填充体I和填充体Ⅱ均由非金属材料制成,所述的非金属材料为橡胶或塑料或橡塑共混体。 Both the filling body I and the filling body II are made of non-metallic material, and the non-metallic material is rubber or plastic or a rubber-plastic blend.

所述的钢轨扣件包括有扣件垫板、弹条和绝缘轨距块;所述的钢轨放置在扣件垫板上,并在钢轨轨底与扣件垫板之间设置轨下弹性垫板;所述的绝缘轨距块设置在钢轨两侧的轨脚处;所述弹条的一端与扣件垫板上的弹条安装座连接,另一端通过绝缘轨距块扣压在钢轨上;所述扣件垫板的下部还设置有板下垫层。 The rail fastener includes a fastener backing plate, an elastic strip and an insulating gauge block; the rail is placed on the fastener backing plate, and an elastic pad under the rail is set between the bottom of the rail and the fastener backing plate The insulating gauge block is arranged at the rail feet on both sides of the rail; one end of the elastic bar is connected to the elastic bar mounting seat on the backing plate of the fastener, and the other end is pressed on the rail through the insulating gauge block; The lower part of the fastener backing plate is also provided with an underlayment layer.

所述的钢轨扣件具有扣件保护罩。 The rail fastener has a fastener protective cover.

本实用新型提出的一种轨道交通用埋入式轨道,采用上述技术方案,具有如下优越性: The utility model proposes a buried track for rail transit, which adopts the above-mentioned technical scheme and has the following advantages:

(1)轨底弹性套沿钢轨连续铺设,不需要与其它部件或其它材料进行对接,与埋入式轨道中的轨下弹性垫板、扣件垫板、缓冲垫层,与填充体I、填充体II及弹性连接体组合起来,很好的实现了对钢轨的包裹密封和绝缘,有效的防止了周围水、酸碱对钢轨的侵蚀,抑制轨道杂散电流对周围地下建筑和金属结构的电化腐蚀;轨底弹性套连续铺设,可在工厂内将其预先安装在钢轨上,降低了施工现场操作量,提高了施工效率。 (1) The rail bottom elastic sleeve is laid continuously along the rail without docking with other components or other materials. It is connected with the under-rail elastic backing plate, fastener backing plate, and cushion layer in the embedded track, and with the filling body I, The combination of the filling body II and the elastic connecting body realizes the wrapping, sealing and insulation of the rail, effectively prevents the surrounding water, acid and alkali from corroding the rail, and inhibits the stray current of the rail from affecting the surrounding underground buildings and metal structures. Galvanic corrosion; the elastic sleeve at the bottom of the rail is laid continuously, and it can be pre-installed on the rail in the factory, which reduces the amount of operation on the construction site and improves the construction efficiency.

(2)道路基础具有较大的刚性,为了避免道路基础与轨底弹性套直接接触;在轨底弹性套底部设置由非金属材料制成的缓冲垫层,按照一定工艺将缓冲垫层制作的十分柔软,具有极低的刚度,缓冲垫层与道路基础直接接触,几乎不会增加额外刚度,能够充分发挥扣件的弹性作用。 (2) The road foundation has relatively high rigidity. In order to avoid direct contact between the road foundation and the rail bottom elastic sleeve; a cushion layer made of non-metallic materials is installed at the bottom of the rail bottom elastic sleeve, and the cushion layer is made according to a certain process. It is very soft and has extremely low stiffness. The cushion layer is in direct contact with the road foundation, hardly adding extra stiffness, and can give full play to the elastic effect of the fastener.

附图说明 Description of drawings

图1是本实用新型实施例1中钢轨扣件节点处的整体结构示意图。 Fig. 1 is a schematic diagram of the overall structure of the node of the rail fastener in Embodiment 1 of the present invention.

图2是本实用新型实施例1中非钢轨扣件节点处的整体结构示意图。 Fig. 2 is a schematic diagram of the overall structure of the nodes of the non-rail fasteners in Embodiment 1 of the utility model.

图3是本实用新型实施例2中钢轨扣件节点处的整体结构示意图。 Fig. 3 is a schematic diagram of the overall structure at the node of the rail fastener in Embodiment 2 of the present utility model.

图4是本实用新型实施例2中非钢轨扣件节点处的整体结构示意图。 Fig. 4 is a schematic diagram of the overall structure of the nodes of the non-rail fasteners in Embodiment 2 of the utility model.

图5是本实用新型实施例3中钢轨扣件节点处的整体结构示意图。 Fig. 5 is a schematic diagram of the overall structure at the node of the rail fastener in Embodiment 3 of the present invention.

图6是本实用新型实施例3中非钢轨扣件节点处的整体结构示意图。 Fig. 6 is a schematic diagram of the overall structure of the nodes of the non-rail fasteners in Embodiment 3 of the present invention.

图7是铁垫板型扣件示意图。 Fig. 7 is a schematic diagram of an iron pad type fastener.

图8是预埋铁座示意图。 Fig. 8 is a schematic diagram of the pre-embedded iron seat.

图9是本实用新型实施例4中预埋型扣件节点处整体结构示意图。 Fig. 9 is a schematic diagram of the overall structure at the nodes of the pre-embedded fastener in Embodiment 4 of the present utility model.

图中:1、钢轨,2、填充体I,3、填充体II,4、轨底弹性套,5、缓冲垫层,6、弹性连接体,7、路面铺装,8、道路基础,9、轨道基础,10、绝缘轨距块,11、轨下弹性垫板,12、扣件垫板,13、弹条,14、板下垫层 ,15、扣件保护罩,16、绿化带基础面。 In the figure: 1. Rail, 2. Filler I, 3. Filler II, 4. Rail bottom elastic sleeve, 5. Cushion layer, 6. Elastic connector, 7. Pavement, 8. Road foundation, 9 , track foundation, 10, insulating gauge block, 11, elastic backing plate under the rail, 12, fastener backing plate, 13, elastic strip, 14, underlayment under the board, 15, fastener protective cover, 16, green belt foundation noodle.

具体实施方式 Detailed ways

结合附图和具体实施例对本实用新型做进一步说明。 The utility model will be further described in conjunction with the accompanying drawings and specific embodiments.

实施例1: Example 1:

如图1、图2所示,一种轨道交通用埋入式轨道,所述的埋入式轨道包括有轨道基础9、道路基础8、钢轨1和钢轨扣件;所述的道路基础8设置在轨道基础9上;所述的道路基础8内铺设有钢轨1;所述钢轨1的两侧与道路基础8之间分别设置有填充体I2和填充体Ⅱ3;所述道路基础8的上部铺设路面铺装7;所述钢轨扣件为沿钢轨1铺设方向间隔设置的多个;设置有钢轨扣件的钢轨1的轨底设置有轨下弹性垫板11;相邻两个所述轨下弹性垫板11之间设置有缓冲垫层5,即所述的缓冲垫层5间隔设置,且所述的缓冲垫层5位于相邻两个所述轨下弹性垫板11之间;所述钢轨1的轨底包覆有沿钢轨铺设方向连续铺设的轨底弹性套4,且所述的轨底弹性套4位于所述钢轨1的轨底与轨下弹性垫板11、所述钢轨1的轨底与缓冲垫层5之间;包覆在钢轨轨底的所述轨底弹性套4与设置在钢轨两侧的所述填充体I2、填充体II3紧密接触,构成钢轨的无间隙包裹结构,实现了钢轨的密封和绝缘;所述缓冲垫层5宽度方向的两端将轨底弹性套宽度方向的两端包裹;该实施例中,所述钢轨1的顶面与道路基础上部的路面铺装7在同一平面上;所述填充体I2和填充体Ⅱ3的上表面低于与钢轨的顶面,在所述填充体I2和填充体Ⅱ3的上表面与钢轨1的顶面之间所具有的空隙内设置弹性连接体6,且所述的弹性连接体6镶嵌在钢轨1与铺装路面7及道路基础8之间,起到密封、防水、绝缘的作用;所述的弹性连接体6由非金属材料制成,制备弹性连接体的所述非金属材料为橡胶或聚氨酯或塑料或沥青或橡塑共混体;所述的弹性连接体6可以是现浇型,固化后具有弹性,起到密封、防水、绝缘的作用,并形成钢轨1与刚性道路的弹性过渡。 As shown in Fig. 1 and Fig. 2, a kind of embedded track for rail transit, described embedded track includes track foundation 9, road foundation 8, rail 1 and rail fastener; described road foundation 8 sets On the track foundation 9; a steel rail 1 is laid in the road foundation 8; a filling body I2 and a filling body II3 are respectively arranged between the two sides of the steel rail 1 and the road foundation 8; the upper part of the road foundation 8 is laid Road pavement 7; the rail fasteners are arranged at intervals along the laying direction of the rail 1; the rail bottom of the rail 1 provided with the rail fasteners is provided with an under-rail elastic backing plate 11; two adjacent rail under-rails A buffer pad layer 5 is arranged between the elastic pads 11, that is, the buffer pad layers 5 are arranged at intervals, and the described buffer pad layer 5 is located between two adjacent elastic pads 11 under the rail; The rail bottom of the rail 1 is covered with a rail bottom elastic sleeve 4 laid continuously along the rail laying direction, and the rail bottom elastic sleeve 4 is located on the rail bottom of the rail 1 and the elastic backing plate 11 under the rail, the rail 1 between the rail bottom and the buffer cushion layer 5; the rail bottom elastic sleeve 4 covering the rail bottom is in close contact with the filler I2 and filler II3 arranged on both sides of the rail, forming a seamless wrapping of the rail structure to realize the sealing and insulation of the rail; the two ends in the width direction of the cushion layer 5 wrap the two ends in the width direction of the rail bottom elastic sleeve; in this embodiment, the top surface of the rail 1 and the upper part of the road foundation The road pavement 7 is on the same plane; the upper surface of the filling body I2 and the filling body II3 is lower than the top surface of the rail, between the upper surface of the filling body I2 and the filling body II3 and the top surface of the rail 1 The elastic connecting body 6 is arranged in the gap, and the elastic connecting body 6 is embedded between the rail 1, the paved road surface 7 and the road foundation 8, and plays the role of sealing, waterproofing and insulation; the elastic connecting body The body 6 is made of a non-metallic material, and the non-metallic material for preparing the elastic connector is rubber or polyurethane or plastic or asphalt or a rubber-plastic blend; the elastic connector 6 can be cast-in-place, and has a Elasticity plays the role of sealing, waterproofing and insulation, and forms an elastic transition between the steel rail 1 and the rigid road.

钢轨扣件9的结构很多且为现有技术中已经成熟的技术结构,在此不做过多说明;该实施例中,所述的钢轨扣件为铁垫板型扣件,包括有扣件垫板12、弹条13和绝缘轨距块10;所述的钢轨1放置在扣件垫板12上,所述轨下弹性垫板11的设置在钢轨1轨底与扣件垫板12之间;所述弹条13的一端与扣件垫板12上的弹条安装座连接,另一端通过绝缘轨距块10扣压在钢轨1上;所述扣件垫板12的下部还设置有板下垫层14;通过锚固螺栓将钢轨扣件固定在轨道基础9上;钢轨两侧设有扣件保护帽15,扣件保护帽15将扣件垫板、弹条、绝缘规矩挡块、锚固螺栓罩住,防止泥沙、碎石及杂物进入。 There are many structures of the rail fastener 9 and they are mature technical structures in the prior art, so no further explanation is given here; in this embodiment, the rail fastener is an iron backing plate type fastener, including Backing plate 12, spring bars 13 and insulating gauge block 10; the rail 1 is placed on the fastener backing plate 12, and the elastic backing plate 11 under the rail is arranged between the rail bottom of the rail 1 and the fastener backing plate 12 One end of the elastic bar 13 is connected to the elastic bar mounting seat on the fastener backing plate 12, and the other end is buckled and pressed on the rail 1 through the insulating gauge block 10; the lower part of the fastener backing plate 12 is also provided with a plate The lower cushion layer 14; the rail fasteners are fixed on the track foundation 9 by anchor bolts; the fastener protection caps 15 are arranged on both sides of the rail, and the fastener protection caps 15 anchor the fastener backing plate, elastic strip, insulating rule block, anchor The bolts are covered to prevent the entry of sand, gravel and sundries.

实施例2: Example 2:

如图3、图4所示,该实施例的主体结构同实施例1,该实施例中,所述填充体I2、填充体II3的上表面与钢轨1的顶面及路面铺装7在同一平面内。 As shown in Figures 3 and 4, the main structure of this embodiment is the same as that of Embodiment 1. In this embodiment, the upper surfaces of the filler I2 and the filler II3 are on the same surface as the top surface of the rail 1 and the pavement 7. in plane.

实施例3: Example 3:

如图5、图6所示,该实施例的主体结构同实施例1,该实施例中,所述道路基础的上部为绿化带基础面16,且钢轨1的顶面高于道路基础上部的绿化带基础面16;所述填充体I2的上表面高于绿化带基础面,所述填充体II3的上表面与绿化带基础面16在同一平面上;或,填充体I2的上表面、填充体II3的上表面均高于绿化带基础面;或,填充体I2的上表面、填充体II3的上表面均与绿化带基础面在同一平面上;该实施例适用于轨道通过地段为绿化带、人行道等不需要汽车通行的区域。 As shown in Figures 5 and 6, the main structure of this embodiment is the same as that of Embodiment 1. In this embodiment, the top of the road foundation is the green belt base surface 16, and the top surface of the rail 1 is higher than the top of the road foundation. Green belt base surface 16; the upper surface of the filling body I2 is higher than the green belt base surface, and the upper surface of the filling body II3 is on the same plane as the green belt base surface 16; or, the upper surface of the filling body I2, filling The upper surface of the body II3 is higher than the base surface of the green belt; or, the upper surface of the filling body I2 and the upper surface of the filling body II3 are on the same plane as the base surface of the green belt; this embodiment is applicable to the green belt in the section where the track passes , sidewalks and other areas that do not require car traffic.

上述实施例中,所述的轨底弹性套4由非金属材料制成,该材料是橡胶或塑料或聚氨酯或橡塑共混体。 In the above embodiments, the rail bottom elastic sleeve 4 is made of non-metallic material, such as rubber or plastic or polyurethane or a rubber-plastic blend.

所述的缓冲垫层5由非金属材料制成,该材料是橡胶或塑料或聚氨酯或橡塑共混体,所述的缓冲垫层与所述的轨底弹性套通过粘接方式或通过扣接的方式连接为一体。 The cushion layer 5 is made of non-metallic material, which is rubber or plastic or polyurethane or rubber-plastic blend, and the cushion layer and the elastic sleeve of the rail bottom are bonded or buckled. connected as a whole.

所述的填充体I2和填充体Ⅱ3均由非金属材料制成,所述的非金属材料为橡胶或聚氨酯或塑料或橡塑共混体。 Both the filling body I2 and the filling body II3 are made of non-metallic material, and the non-metallic material is rubber or polyurethane or plastic or rubber-plastic blend.

实施例4 Example 4

如图8、图9所示,该实施例的主体结构同实施例1,该实施例中采用预埋型扣件固定钢轨,预埋型扣件的结构为现有技术中已有的成熟技术,在此不做过多说明。 As shown in Figure 8 and Figure 9, the main structure of this embodiment is the same as that of Embodiment 1. In this embodiment, embedded fasteners are used to fix the rail, and the structure of embedded fasteners is a mature technology in the prior art. , without further explanation here.

Claims (7)

1. a track traffic flush type track, described flush type track includes track foundation (9), road basis (8), rail (1) and rail fastening; Described road basis (8) is arranged on track foundation (9); In described road basis (8), be equipped with rail (1); Between the both sides of described rail (1) and road basis (8), be respectively arranged with obturator I(2) and obturator II (3); Described rail fastening is spaced a plurality of along rail (1) laying direction; At the flange of rail that is provided with the rail of rail fastening (1), resilient sleeper-bearing under rail (11) is set; Under adjacent two described rails, between resilient sleeper-bearing (11), be provided with cushion (5), described cushion (5) interval arranges, and described cushion (5) is positioned under adjacent two described rails between resilient sleeper-bearing (11); It is characterized in that: under the flange of rail of described rail (1) and rail, between the flange of rail of resilient sleeper-bearing (11), described rail (1) and cushion (5), be provided with flange of rail resilient sleeve (4), described flange of rail resilient sleeve (4) is along steel rail laying direction continuous laying and be coated on the flange of rail of described rail (1).
2. a kind of track traffic flush type track according to claim 1, is characterized in that: the paving (7) on the end face of described rail (1) and top, road basis or greenbelt base surface (16) are at grade.
3. a kind of track traffic flush type track according to claim 1, is characterized in that: the end face of described rail (1) is higher than paving (7) or the greenbelt base surface (16) on top, road basis.
4. a kind of track traffic flush type track according to claim 1, it is characterized in that: described obturator I(2) and the upper surface of obturator II (3) lower than the end face with rail (1), at described obturator I(2) and the upper surface of obturator II (3) and the end face of rail (1) between nonrigid connector (6) is set in the space that has, and described nonrigid connector (6) is embedded between rail (1) and the road surface of mating formation (7) and road basis (8).
5. a kind of track traffic flush type track according to claim 1, is characterized in that: described obturator I(2) and the end face of the upper surface of obturator II (3) and rail (1) at grade.
6. a kind of track traffic flush type track according to claim 1, is characterized in that: described rail fastening includes fastener base plate (12), spring (13) and Insulation rail distance keeper (10); It is upper that described rail (1) is placed on fastener base plate (12), and resilient sleeper-bearing under rail (11) is being set at the bottom of Rail and between fastener base plate (12); One end of described spring (13) is connected with the spring mount pad on fastener base plate (12), and the other end is withheld on rail (1) by Insulation rail distance keeper (10); The bottom of described fastener base plate (12) is also provided with plate underlayer (14).
7. a kind of track traffic flush type track according to claim 1, is characterized in that: described rail fastening is provided with fastener protective cover (15).
CN201420251401.XU 2014-05-16 2014-05-16 A kind of track traffic flush type track Expired - Lifetime CN203938939U (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532690A (en) * 2014-12-18 2015-04-22 成都市新筑路桥机械股份有限公司 Method for prefabricating and constructing separated rail structure
CN105648850A (en) * 2016-01-21 2016-06-08 连云港凯帝重工科技有限公司 Method for insulating steel rails from concrete
CN108049260A (en) * 2017-12-15 2018-05-18 上海工程技术大学 A kind of fill-type adjusts backing plate
CN109811596A (en) * 2019-03-05 2019-05-28 中铁工程设计咨询集团有限公司 A kind of steel rail wear-reducing device
CN111287034A (en) * 2020-03-03 2020-06-16 中国船舶重工集团公司第七一一研究所 Protective device for tramcar rail
CN113699839A (en) * 2021-09-06 2021-11-26 上海市城市建设设计研究总院(集团)有限公司 Urban tramcar rail side semi-flexible transition structure and construction method thereof
CN113914149A (en) * 2021-11-05 2022-01-11 铁科(北京)轨道装备技术有限公司 Switch rail bottom protective sleeve and preparation method and application thereof
CN116425484A (en) * 2023-04-13 2023-07-14 韶关学院 Cement asphalt concrete, production procedure and embedded light rail track

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532690A (en) * 2014-12-18 2015-04-22 成都市新筑路桥机械股份有限公司 Method for prefabricating and constructing separated rail structure
CN104532690B (en) * 2014-12-18 2016-06-29 成都市新筑路桥机械股份有限公司 Separate type track structure is prefabricated and construction method
CN105648850A (en) * 2016-01-21 2016-06-08 连云港凯帝重工科技有限公司 Method for insulating steel rails from concrete
CN108049260A (en) * 2017-12-15 2018-05-18 上海工程技术大学 A kind of fill-type adjusts backing plate
CN108049260B (en) * 2017-12-15 2024-04-26 上海工程技术大学 Filling type adjusting base plate
CN109811596A (en) * 2019-03-05 2019-05-28 中铁工程设计咨询集团有限公司 A kind of steel rail wear-reducing device
CN111287034A (en) * 2020-03-03 2020-06-16 中国船舶重工集团公司第七一一研究所 Protective device for tramcar rail
CN113699839A (en) * 2021-09-06 2021-11-26 上海市城市建设设计研究总院(集团)有限公司 Urban tramcar rail side semi-flexible transition structure and construction method thereof
CN113914149A (en) * 2021-11-05 2022-01-11 铁科(北京)轨道装备技术有限公司 Switch rail bottom protective sleeve and preparation method and application thereof
CN116425484A (en) * 2023-04-13 2023-07-14 韶关学院 Cement asphalt concrete, production procedure and embedded light rail track

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