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CN115874493B - Backing plate structure for homogenizing rigidity of railway turnout track - Google Patents

Backing plate structure for homogenizing rigidity of railway turnout track Download PDF

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Publication number
CN115874493B
CN115874493B CN202211571099.1A CN202211571099A CN115874493B CN 115874493 B CN115874493 B CN 115874493B CN 202211571099 A CN202211571099 A CN 202211571099A CN 115874493 B CN115874493 B CN 115874493B
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backing plate
rubber pad
iron backing
iron
under
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CN115874493A (en
Inventor
周华龙
周昌盛
苟波
徐井芒
刘德志
周勇
周明亮
陈罄超
李智恒
王仕春
王小韬
周文涛
方东
赵子诚
梁爽
符三江
陈赛
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Sichuan Metro Technology Co ltd
Southwest Jiaotong University
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Sichuan Metro Technology Co ltd
Southwest Jiaotong University
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Abstract

本发明公开了一种铁路道岔轨道刚度均匀化的垫板结构,包括固定设于轨枕上方和位于钢轨下方的铁垫板和板下胶垫,铁垫板位于板下胶垫上方,铁垫板和板下胶垫均通过设于其两端的垫板紧固件固定于轨枕上;铁垫板底面设有向下的铁垫板凸件,通过垫板紧固件将铁垫板凸件和板下胶垫预紧,铁垫板凸件的凸面和板下胶垫的顶面重合固定,形成反弯变形面;反弯变形面的反变形抵消铁垫板的上拱变形应力。本发明提供的垫板结构,预设反弯变形面,其能够有效消除铁垫板的上翘应力,避免铁垫板上拱弯曲变形,使得铁垫板与板下胶垫一直保持整体的水平接触,并共同垂直向下产生变形应力,让板下胶垫充分提供刚度,提高铁路道岔刚度均匀化程度。

The invention discloses a backing plate structure for homogenizing the stiffness of a railway turnout track, comprising an iron backing plate fixed above the sleeper and below the rail and an under-board rubber pad, the iron backing plate is located above the under-board rubber pad, and the iron backing plate and the rubber pad under the board are fixed on the sleeper through the backing plate fasteners at both ends; the bottom surface of the iron backing plate is provided with a downward iron backing plate protrusion, and the iron backing plate protrusion and the iron backing plate are connected by the backing plate fastener. The rubber pad under the plate is pre-tightened, and the convex surface of the convex part of the iron backing plate coincides with the top surface of the rubber pad under the plate to form an anti-bending deformation surface; the anti-deformation of the anti-bending deformation surface offsets the upward arching deformation stress of the iron backing plate. The backing plate structure provided by the present invention has a preset anti-bending deformation surface, which can effectively eliminate the upturning stress of the iron backing plate, avoid arch bending deformation on the iron backing plate, and keep the iron backing plate and the rubber pad under the plate at an overall level Contact, and together generate deformation stress vertically downward, so that the rubber pad under the plate can fully provide stiffness and improve the uniformity of the stiffness of the railway turnout.

Description

一种铁路道岔轨道刚度均匀化的垫板结构A Backing Plate Structure for Uniform Rigidity of Railway Turnout Track

技术领域technical field

本发明涉及轨道交通领域,尤其涉及一种铁路道岔轨道刚度均匀化的垫板结构。The invention relates to the field of rail transportation, in particular to a backing plate structure for uniforming the stiffness of a railway turnout track.

背景技术Background technique

在现有技术中,通过板下胶垫的设置来调整扣件系统的刚度,从而实现道岔区刚度均匀化设计。道岔扣件主要有硫化式道岔扣件和单层铁垫板道岔扣件,硫化式道岔扣件是将道岔铁垫板与板下胶垫硫化为一整体,荷载作用下铁垫板与板下胶垫整体受力变形,能够有效的实现道岔区刚度均匀化的要求,但由于环保及造价的要求,硫化铁垫板目前多应用于高速道岔。对于地铁道岔主要采用单层铁垫板道岔扣件,这种扣件采用铁垫板作为钢轨连接和承载部件,铁垫板下铺设板下胶垫来提供刚度,但在对锚固螺栓施加预紧力后,铁垫板将会上拱,与板下胶垫分离,因此板下胶垫对轨道刚度的调节作用受限,导致地铁道岔区的刚度均匀化效果不佳。In the prior art, the stiffness of the fastener system is adjusted through the setting of the rubber pad under the board, so as to realize the uniform design of the stiffness of the turnout area. Turnout fasteners mainly include vulcanized turnout fasteners and single-layer iron backing plate turnout fasteners. The vulcanized turnout fasteners vulcanize the iron backing plate of the turnout and the rubber pad under the plate as a whole. The overall force deformation of the rubber pad can effectively achieve the requirement of uniform stiffness in the turnout area. However, due to the requirements of environmental protection and cost, iron sulfide pads are currently mostly used in high-speed turnouts. For subway turnouts, single-layer iron backing plate turnout fasteners are mainly used. This kind of fastener uses iron backing plates as rail connection and load-bearing parts. Under the iron backing plate, rubber pads are laid under the plate to provide rigidity, but the anchor bolts are preloaded. After the force is applied, the iron backing plate will arch up and separate from the rubber pad under the plate, so the adjustment effect of the rubber pad under the plate on the track stiffness is limited, resulting in poor stiffness uniformity in the subway turnout area.

具体而言,地铁道岔目前经常采用的扣件中,铁垫板与板下胶垫并没有粘结或组合为一体,当对铁垫板两端的锚固螺栓施加紧固扭矩后,铁垫板将发生向上的翘曲变形,导致铁垫板中间部分与板下胶垫脱离,两者之间产生缝隙。钢轨铺设之后要先克服铁垫板的上拱,才能使铁垫板与板下胶垫接触,这样来看,板下胶垫的受力是很有限的,无法充分发挥对轨道刚度的调节作用,道岔区刚度均匀化设计也基本无效。进一步,由于板下胶垫的受力受限,其利用率有限,导致地铁道岔区刚度均匀化的效果不明显,在运营过程中致使道岔区尖轨、心轨、护轨等处发生磨耗和掉块,轮轨相互作用力增大,增加了列车通过道岔时对道岔结构部件的动力破坏作用,对列车通过岔区的平顺性造成影响。Specifically, in the fasteners commonly used in subway turnouts, the iron backing plate and the rubber pad under the plate are not bonded or combined into one. When the tightening torque is applied to the anchor bolts at both ends of the iron backing plate, the iron backing plate will The upward warping deformation occurs, which causes the middle part of the iron backing plate to separate from the rubber pad under the plate, and a gap is formed between the two. After the rail is laid, the upper arch of the iron backing plate must be overcome first, so that the iron backing plate can contact the rubber pad under the board. From this point of view, the force of the rubber pad under the board is very limited, and it cannot fully play the role of adjusting the stiffness of the track. , the uniform design of the stiffness of the turnout area is basically invalid. Furthermore, due to the limited force of the rubber pad under the slab, its utilization rate is limited, resulting in no obvious effect of uniform stiffness in the turnout area of the subway, resulting in wear and tear on the point rail, center rail, guard rail, etc. in the turnout area during operation. When the block is dropped, the wheel-rail interaction force increases, which increases the dynamic damage to the structural components of the turnout when the train passes through the turnout, and affects the smoothness of the train passing through the turnout area.

发明内容Contents of the invention

为了克服以上一个或多个技术问题,本发明目的是提供一种铁路道岔轨道刚度均匀化的垫板结构,能够有效消除铁垫板的上翘应力,避免铁垫板弯曲变形,让板下胶垫充分提供刚度作用,提高铁路道岔刚度均匀化程度。In order to overcome one or more of the above technical problems, the object of the present invention is to provide a backing plate structure with uniform stiffness of the railway turnout track, which can effectively eliminate the upturning stress of the iron backing plate, avoid bending and deformation of the iron backing plate, and allow the glue under the plate to The pad fully provides the stiffness effect and improves the uniformity of the stiffness of the railway turnout.

本发明提供了如下的技术方案:The present invention provides following technical scheme:

一种铁路道岔轨道刚度均匀化的垫板结构,包括固定设于轨枕上方和位于钢轨下方的铁垫板(1)和板下胶垫(2),所述铁垫板(1)位于板下胶垫(2)上方,所述铁垫板(1)和所述板下胶垫(2)均通过设于其两端的垫板紧固件(7)固定于轨枕上,所述铁垫板(1)的中部顶面承载钢轨;所述铁垫板(1)底面设有向下的铁垫板凸件(3),通过所述垫板紧固件(7)将所述铁垫板凸件(3)和所述板下胶垫(2)预紧,所述铁垫板凸件(3)的凸面和所述板下胶垫(2)的顶面重合固定,形成反弯变形面(6);所述反弯变形面(6)的反变形抵消所述铁垫板(1)的上拱变形应力。A backing plate structure for equalizing the stiffness of a railway turnout track, comprising an iron backing plate (1) and an under-board rubber pad (2) fixedly arranged above the sleeper and under the rail, the iron backing plate (1) is located under the board Above the rubber pad (2), the iron backing plate (1) and the under-board rubber pad (2) are fixed on the sleeper by backing plate fasteners (7) located at both ends thereof, and the iron backing plate The middle top surface of (1) carries the rail; the bottom surface of the iron backing plate (1) is provided with a downward iron backing plate protrusion (3), and the iron backing plate is fastened by the backing plate fastener (7) The convex part (3) and the under-board rubber pad (2) are pre-tightened, and the convex surface of the iron backing plate convex part (3) coincides with the top surface of the under-board rubber pad (2) to form a reverse bending deformation surface (6); the anti-deformation of the anti-bending deformation surface (6) offsets the upward arching deformation stress of the iron backing plate (1).

上述实施方式中,在铁垫板预先施加了一个相反的变形量,其与施加预紧力之后的铁垫板的上拱位移相抵消。在钢轨和车辆荷载作用下,预设的反弯变形面抵消所述铁垫板的上拱变形应力,铁垫板向下将力均匀传递给板下胶垫,反弯变形面的设置将阻止铁垫板与板下胶垫分离,板下胶垫提供足够的刚度来改善铁路道岔的刚度不均匀。In the above embodiment, an opposite deformation is pre-applied to the iron backing plate, which offsets the upward arching displacement of the iron backing plate after the pre-tightening force is applied. Under the action of rail and vehicle load, the preset reverse bending deformation surface offsets the upward arch deformation stress of the iron backing plate, and the iron backing plate transmits the force evenly to the rubber pad under the plate downwards, and the setting of the reverse bending deformation surface will prevent The iron backing plate is separated from the rubber pad under the board, and the rubber pad under the board provides enough rigidity to improve the uneven stiffness of the railway turnout.

根据一些实施方式,所述铁垫板凸件(3)沿钢轨长度方向通长布置,所述铁垫板凸件(3)的凸面与纵截面的交线为下弧形,所述下弧形的曲度与施加预紧力后所述铁垫板(1)的上拱矢度相同。According to some embodiments, the iron backing plate protrusion (3) is arranged along the length direction of the rail, the intersection line between the convex surface of the iron backing plate protrusion (3) and the longitudinal section is a lower arc, and the lower arc The curvature of the shape is the same as the upper arch vector of the iron backing plate (1) after the pre-tightening force is applied.

根据一些实施方式,所述铁垫板凸件(3)设于两端的所述垫板紧固件(7)之间,对应的所述板下胶垫(2)中部顶面设有向下的胶垫凹件(4);在两端所述垫板紧固件(7)之间,所述铁垫板凸件(3)的凸面和所述胶垫凹件(2)的凹面适配,所述反弯变形面(6)由所述铁垫板凸件(3)的凸面和所述胶垫凹件(4)的凹面重合形成。According to some embodiments, the iron backing plate protrusions (3) are arranged between the backing plate fasteners (7) at both ends, and the corresponding top surface of the middle part of the under-board rubber pad (2) is provided with a downward The rubber pad concave piece (4); between the backing plate fasteners (7) at both ends, the convex surface of the iron backing plate convex piece (3) and the concave surface of the rubber pad concave piece (2) are suitable Matching, the reverse bending deformation surface (6) is formed by the coincidence of the convex surface of the iron backing plate convex piece (3) and the concave surface of the rubber pad concave piece (4).

根据一些实施方式,所述反弯变形面(6)与纵截面的交线呈两侧对称的锯齿状。According to some embodiments, the intersection line between the reverse bending deformation surface (6) and the longitudinal section is in a zigzag shape with bilateral symmetry.

根据一些实施方式,所述锯齿为台阶状。According to some embodiments, the sawtooth is stepped.

上述实施方式中,锯齿包含多种类型的锯齿,其中锯齿边呈水平或垂直的锯齿,即为台阶状。In the above embodiments, the sawtooth includes various types of sawtooth, wherein the sawtooth edges are horizontal or vertical, that is, stepped.

根据一些实施方式,所述反弯变形面(6)与纵截面的交线为抛物线形,所述抛物线的方程式为y=x3+2x2+3x。According to some embodiments, the intersection line of the reverse bending deformation surface (6) and the longitudinal section is a parabola, and the equation of the parabola is y=x 3 +2x 2 +3x.

根据一些实施方式,所述板下胶垫(2)中部顶面设有向下的胶垫凹件(4),所述铁垫板凸件(3)的凸面和所述胶垫凹件(4)的凹面重合,形成反弯变形面(6);所述反弯变形面(6)的横截面纵横对称。According to some embodiments, the top surface of the middle part of the under-board rubber pad (2) is provided with a downward rubber pad concave piece (4), and the convex surface of the iron backing plate convex piece (3) and the rubber pad concave piece ( The concave surfaces of 4) overlap to form a reverse bending deformation surface (6); the cross section of the reverse bending deformation surface (6) is vertically and horizontally symmetrical.

根据一些实施方式,所述铁垫板凸件(3)为锥形凸件,所述胶垫凹件(4)为对应的锥形凹件,所述锥形凸件与所述锥形凹件适配后形成所述反弯变形面(6)。According to some embodiments, the iron backing plate convex piece (3) is a conical convex piece, the rubber pad concave piece (4) is a corresponding conical concave piece, and the conical convex piece and the conical concave piece The anti-bending deformation surface (6) is formed after fitting of the parts.

根据一些实施方式,所述铁垫板凸件(3)为椭球面凸件,所述胶垫凹件(4)为对应的椭球面凹件,所述椭球面凸件与所述椭球面凹件适配后形成所述反弯变形面(6)。According to some embodiments, the iron backing plate convex piece (3) is an ellipsoidal surface convex piece, and the rubber pad concave piece (4) is a corresponding ellipsoidal surface concave piece, and the ellipsoidal surface convex piece and the ellipsoidal surface concave piece The anti-bending deformation surface (6) is formed after fitting of the parts.

根据一些实施方式,所述胶垫凹件(4)的最低处与所述板下胶垫(2)的底面的距离大于等于所述板下胶垫(2)高度的1/2。According to some embodiments, the distance between the lowest point of the rubber pad recess (4) and the bottom surface of the under-board rubber pad (2) is greater than or equal to 1/2 of the height of the under-board rubber pad (2).

相比于现有技术,本发明具备以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:

1、本发明提供的垫板结构,铁垫板向下凸出,和板下胶垫的贴合面为反弯变形面,预设的反弯变形面消除铁垫板的上拱翘曲变形,在荷载作用下使铁垫板与板下胶垫整体保持水平接触并共同垂直向下产生变形应力,让板下胶垫充分提供刚度作用,提高铁路道岔刚度均匀化。1. In the backing plate structure provided by the present invention, the iron backing plate protrudes downwards, and the bonding surface with the rubber pad under the plate is a reverse bending deformation surface, and the preset reverse bending deformation surface eliminates the warping deformation of the iron backing plate , under the action of load, the iron backing plate and the rubber pad under the board are kept in horizontal contact as a whole, and together they generate deformation stress vertically downward, so that the rubber pad under the board can fully provide stiffness and improve the uniformity of the stiffness of the railway turnout.

2、本发明提供的垫板结构,保持铁路道岔不同区域的刚度一致性,提高车辆过岔区的平顺性,减小钢轨磨耗程度,降低道岔区域养护成本,提高乘车舒适性。2. The backing plate structure provided by the present invention maintains the rigidity consistency of different regions of the railway turnout, improves the smoothness of the vehicle passing through the turnout area, reduces the degree of rail wear, reduces the maintenance cost of the turnout area, and improves the ride comfort.

附图说明Description of drawings

图1为本发明提供的实施例1铁垫板和板下胶垫紧固前示意图。Figure 1 is a schematic diagram of the iron backing plate and the rubber pad under the plate in Example 1 provided by the present invention before fastening.

图2为本发明提供的实施例1铁垫板和板下胶垫紧固后示意图。Fig. 2 is a schematic diagram of the fastening of the iron backing plate and the rubber pad under the plate in Example 1 provided by the present invention.

图3为本发明提供的实施例2示意图。Fig. 3 is a schematic diagram of embodiment 2 provided by the present invention.

图4为本发明提供的实施例3示意图。Fig. 4 is a schematic diagram of embodiment 3 provided by the present invention.

图5为本发明提供的实施例4示意图。Fig. 5 is a schematic diagram of Embodiment 4 provided by the present invention.

图6为本发明提供的实施例5示意图。Fig. 6 is a schematic diagram of Embodiment 5 provided by the present invention.

图7为本发明提供的实施例6示意图。Fig. 7 is a schematic diagram of Embodiment 6 provided by the present invention.

附图中标号为:The labels in the accompanying drawings are:

1、铁垫板;2、板下胶垫;3、铁垫板凸件;4、胶垫凹件;5、铁垫板顶面;6、反弯变形面;7、垫板紧固件;8、轨枕。1. Iron backing plate; 2. Rubber pad under the board; 3. Convex part of iron backing plate; 4. Concave part of rubber pad; 5. Top surface of iron backing plate; ; 8, sleeper.

具体实施方式Detailed ways

以下结合实施例和附图对本发明进行详细描述,但需要理解的是,所述实施例和附图仅用于对本发明进行示例性的描述,而并不能对本发明的保护范围构成任何限制。所有包含在本发明的发明宗旨范围内的合理的变换和组合均落入本发明的保护范围。The present invention will be described in detail below in conjunction with the embodiments and drawings, but it should be understood that the embodiments and drawings are only used for exemplary description of the present invention, and do not constitute any limitation on the protection scope of the present invention. All reasonable transformations and combinations within the scope of the gist of the present invention fall within the protection scope of the present invention.

下面结合附图对本发明进行进一步说明。The present invention will be further described below in conjunction with the accompanying drawings.

铁垫片1上方中间放置钢轨,其下方设有板下胶垫2,铁垫片1和板下胶垫2通过两端的垫板紧固件7固定于轨枕8上;其中铁垫板1底面设有向下的铁垫板凸件3,通过垫板紧固件7将铁垫板凸件3和板下胶垫2预紧,铁垫板凸件3的凸面和板下胶垫2的顶面重合固定,形成反弯变形面6。以下反弯变形面6与纵截面相交的交线均称为反弯线。对铁垫板1预设反弯变形,是为了抵消铁垫板1向上的翘曲变形,垫板紧固件7选自钢制的螺栓,在锚固螺栓施加紧固扭矩前预设反弯变形。The steel rail is placed in the middle above the iron gasket 1, and the under-board rubber pad 2 is arranged below it. The iron gasket 1 and the under-board rubber pad 2 are fixed on the sleeper 8 through the backing plate fasteners 7 at both ends; the bottom surface of the iron backing plate 1 There is a downward iron backing plate convex piece 3, and the iron backing plate convex piece 3 and the rubber pad 2 under the board are pre-tightened by the backing plate fastener 7, and the convex surface of the iron backing plate convex piece 3 and the rubber pad 2 under the board are pre-tightened. The top surfaces are overlapped and fixed to form a reverse bending deformation surface 6 . The following intersection lines between the reverse bending deformation surface 6 and the longitudinal section are called reverse bending lines. The anti-bending deformation of the iron backing plate 1 is preset to offset the upward warping deformation of the iron backing plate 1. The backing plate fastener 7 is selected from steel bolts, and the anti-bending deformation is preset before the anchor bolts are tightened. .

实施例1Example 1

在铁垫板1中间预设如图1所示的,其反弯线为下弧线,该弧线的曲度,即反变形矢度与施加预紧力后铁垫板1的上拱位移相同,一般控制在铁垫板1厚度的0.2~0.3倍即可,下面的板下胶垫2结构为平板状,反弯变形面6按钢轨长度方向通长分布。这样在施加预紧力之后,铁垫板1的上拱位移会和预设的反弯变形相抵消,从而避免在使用过程中铁垫板1与板下胶垫2分离,避免出现板下胶垫2不能持续为轨道提供刚度的情况。本实施例中板下胶垫2的结构保持平直不变,铁垫板顶面5与纵截面的交线为与反弯线对应的下弧形。该垫板结构的使用步骤如下:In the middle of the iron backing plate 1, as shown in Figure 1, the reverse bending line is the lower arc, and the curvature of the arc, that is, the anti-deformation vector and the upper arch displacement of the iron backing plate 1 after the pre-tightening force is applied The same, generally controlled at 0.2 to 0.3 times the thickness of the iron backing plate 1, the structure of the under-board rubber pad 2 is flat, and the anti-bending deformation surface 6 is distributed along the length of the rail. In this way, after the pre-tightening force is applied, the upward arch displacement of the iron backing plate 1 will offset the preset reverse bending deformation, thereby preventing the iron backing plate 1 from being separated from the under-board rubber pad 2 during use, and avoiding the under-board rubber pad 2. The situation where the stiffness cannot be continuously provided to the track. In this embodiment, the structure of the rubber pad 2 under the board remains flat and unchanged, and the intersection line between the top surface 5 of the iron backing board and the longitudinal section is a lower arc corresponding to the reverse bending line. The use steps of the pad structure are as follows:

步骤1:在铁垫板1中间预设如图1所示的反变形。Step 1: Preset the anti-deformation shown in Figure 1 in the middle of the iron backing plate 1.

步骤2:将预设反变形的铁垫板1放在板下胶垫2上面,此时铁垫板1两端会翘起,和板下胶垫2之间有空隙,再通过钢制螺栓预紧,将铁垫板1与板下胶垫2固定一起。Step 2: Put the preset anti-deformation iron backing plate 1 on the under-board rubber pad 2. At this time, the two ends of the iron backing plate 1 will be lifted, and there will be a gap between the under-board rubber pad 2, and then pass the steel bolts Pre-tighten, fix the iron backing plate 1 and the rubber pad 2 under the plate together.

步骤3:如图2所示,施加预紧力后,铁垫板1产生的上供变形与之前预设的反弯变形抵消,使铁垫板1与板下胶垫2保持紧密且均匀接触,从而实现刚度均匀化。Step 3: As shown in Figure 2, after the pre-tightening force is applied, the upper supply deformation generated by the iron backing plate 1 is offset by the previously preset reverse bending deformation, so that the iron backing plate 1 and the lower rubber pad 2 maintain close and even contact , so as to achieve uniformity of stiffness.

实施例2Example 2

如图3所示,铁垫板凸件3的凸面与胶垫凹件4的凹面重合,反弯线为左右对称的台阶状,台阶的阶数为一,反弯变形面6按钢轨长度方向通长分布,铁垫板1中间支撑钢轨的部分增大其厚度,铁垫板1两端锚固螺栓部分减小铁垫板1的厚度,使铁垫板凸件3厚度达到铁垫板两端厚度的1.2~1.4倍即可,且保证铁垫板凸件3的凸面即反弯变形面不与轨枕8直接接触。这样在对螺栓施加预紧力后铁垫板1将不会发生向上翘曲变形,在钢轨和车辆荷载作用下铁垫板1会保持水平向下将力传给板下胶垫2,板下胶垫2才能提供足够的刚度来改善地铁道岔的刚度不均匀。As shown in Figure 3, the convex surface of the convex part 3 of the iron backing plate coincides with the concave surface of the concave part 4 of the rubber pad. The overall length is distributed, the thickness of the part supporting the rail in the middle of the iron backing plate 1 increases its thickness, and the anchor bolts at both ends of the iron backing plate 1 reduce the thickness of the iron backing plate 1, so that the thickness of the convex part 3 of the iron backing plate reaches the two ends of the iron backing plate 1.2 to 1.4 times the thickness, and ensure that the convex surface of the iron backing plate convex part 3, that is, the reverse bending deformation surface, does not directly contact the sleeper 8. In this way, after the pre-tightening force is applied to the bolts, the iron backing plate 1 will not warp upward. Under the action of the rail and the vehicle load, the iron backing plate 1 will remain horizontal and transmit the force downward to the rubber pad 2 under the plate. The rubber pad 2 can provide enough rigidity to improve the uneven rigidity of the subway turnout.

实施例3Example 3

如图4所示,铁垫板凸件3的凸面与胶垫凹件4的凹面重合,反弯线为左右对称的多层台阶状,反弯变形面6按钢轨长度方向通长分布,铁垫板1和板下胶垫2的两端通过螺栓连接,这样既增加了铁垫板1中间支撑部分的厚度,而且还增大了铁垫板1与板下胶垫2的接触面积,能够有效抵抗螺栓施加预紧力后铁垫板1向上的翘曲变形。通常情况下,台阶设1~5级台阶,每级台阶1~2mm,呈左右对称分布,且铁垫板凸件3的下凸厚度不得大于板下胶垫2整体的厚度,保证铁垫板1不能直接与轨枕8接触。As shown in Figure 4, the convex surface of the iron backing plate convex part 3 coincides with the concave surface of the rubber pad concave part 4, the reverse bending line is a symmetrical multi-layered step shape, and the reverse bending deformation surface 6 is distributed along the length direction of the rail. The two ends of the backing plate 1 and the under-board rubber pad 2 are connected by bolts, which not only increases the thickness of the middle support part of the iron backing plate 1, but also increases the contact area between the iron backing plate 1 and the under-board rubber pad 2, which can It effectively resists the upward warping deformation of the iron backing plate 1 after the pretightening force is applied to the bolts. Normally, there are 1 to 5 steps for the steps, each step is 1 to 2mm, and they are distributed symmetrically. The thickness of the convex part 3 of the iron backing plate shall not be greater than the thickness of the rubber pad 2 under the board to ensure that the iron backing plate 1 cannot be in direct contact with the sleeper 8.

实施例4Example 4

如图5所示,铁垫板凸件3的凸面与胶垫凹件4的凹面重合,反弯线为左右对称的抛物线,反弯变形面6按钢轨长度方向通长分布,两端通过螺栓连接。该反弯线的几何线性根据抛物线方程y=x3+2x2+3x中截取,要求铁垫板最低点不能与轨枕接触。As shown in Figure 5, the convex surface of the convex part 3 of the iron backing plate coincides with the concave surface of the concave part 4 of the rubber pad. connect. The geometric linearity of the reverse bending line is intercepted according to the parabolic equation y=x 3 +2x 2 +3x, and it is required that the lowest point of the iron backing plate cannot be in contact with the sleeper.

实施例1~4包括四种不同的结构,均为铁垫板凸件3的凸面与板下胶垫2的顶面贴合形成反弯变形面6,反弯变形面6沿钢轨长度方向通长布置。Embodiments 1 to 4 include four different structures, all of which are the convex surface of the iron backing plate convex part 3 and the top surface of the rubber pad 2 under the plate to form a reverse bending deformation surface 6, and the reverse bending deformation surface 6 passes along the length direction of the rail. Long arrangement.

还可以将铁垫板凸件3和对应的胶垫凹件4设计为关于横截面纵横对称的,如锥体凸件或椭球凸件和对应的椎体凹件或椭球凹件。It is also possible to design the convex piece 3 of the iron backing plate and the corresponding concave piece 4 of the rubber pad to be vertically and horizontally symmetrical with respect to the cross section, such as a convex convex piece of a cone or a convex piece of an ellipsoid and a corresponding concave piece of a pyramidal body or a concave piece of an ellipsoid.

实施例5Example 5

如图6所示一实施例的三视图,该三视图包括a图的垂直于钢轨长度方向的纵截面视图,b图的顺钢轨长度方向纵截面视图,c图的上视图。Figure 6 shows the three views of an embodiment, the three views include a longitudinal sectional view perpendicular to the rail length direction, b figure longitudinal sectional view along the rail length direction, c figure's top view.

铁垫板凸件3设计为凸出的纵横对称四棱锥凸件,板下胶垫2顶面刨切出相吻合的四棱锥凹件,即为胶垫凹件4,两者通过螺栓连接,可以消除铁垫板1向上的翘曲变形。四棱锥的总高度为铁垫板1两端厚度的0.2~0.4倍,且锥体的顶角不得超出板下胶垫2的范围。The convex part 3 of the iron backing plate is designed as a protruding vertically and horizontally symmetrical quadrangular pyramid convex part, and the top surface of the rubber pad 2 under the plate is planed to cut out a matching quadrangular pyramid concave part, which is the rubber pad concave part 4, and the two are connected by bolts. The upward warping deformation of the iron backing plate 1 can be eliminated. The total height of the quadrangular pyramid is 0.2 to 0.4 times the thickness of both ends of the iron backing plate 1, and the apex angle of the pyramid must not exceed the scope of the rubber pad 2 under the plate.

实施例6Example 6

如图7所示一实施例的三视图,该三视图包括a图的垂直于钢轨长度方向的纵截面视图,b图的顺钢轨长度方向纵截面视图,c图的上视图。Figure 7 shows three views of an embodiment, the three views include a longitudinal section view perpendicular to the rail length direction, b diagram along the rail length longitudinal section view, c diagram top view.

铁垫板凸件3的凸面与胶垫凹件4的凹面重合,形成的反弯变形面6为椭球面,板下胶垫4刨切出与铁垫板凸件3相吻合的凹槽,即为胶垫凹件4;该椭球面的几何形状可根据方程中截取,并且要求铁垫板1最低点不能与轨枕直接接触。The convex surface of the convex part 3 of the iron backing plate coincides with the concave surface of the concave part 4 of the rubber pad, and the formed reverse bending deformation surface 6 is an ellipsoidal surface, and the rubber pad 4 under the board cuts out a groove matching the convex part 3 of the iron backing plate. It is the concave part 4 of the rubber pad; the geometry of the ellipsoid can be calculated according to the equation It is intercepted, and the lowest point of the iron backing plate 1 is required not to be in direct contact with the sleeper.

以上实施例仅是本发明的优选实施方式,本发明的保护范围并不仅局限于上述实施例。凡属于本发明思路下的技术方案均属于本发明的保护范围。应该指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下的改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above examples are only preferred implementations of the present invention, and the scope of protection of the present invention is not limited to the above examples. All technical solutions under the idea of the present invention belong to the protection scope of the present invention. It should be pointed out that for those skilled in the art, improvements and modifications without departing from the principle of the present invention should also be regarded as the protection scope of the present invention.

Claims (10)

1.一种铁路道岔轨道刚度均匀化的垫板结构,包括固定设于轨枕上方和位于钢轨下方的铁垫板(1)和板下胶垫(2),所述铁垫板(1)位于板下胶垫(2)上方,所述铁垫板(1)和所述板下胶垫(2)均通过设于其两端的垫板紧固件(7)固定于轨枕上,所述铁垫板(1)的中部顶面承载钢轨,其特征在于:1. a backing plate structure for the homogenization of railway turnout track rigidity, comprising fixedly being located at the iron backing plate (1) and the rubber pad (2) under the rail below the sleeper top, the iron backing plate (1) is located at Above the under-board rubber pad (2), the iron backing plate (1) and the under-board rubber pad (2) are fixed on the sleeper by the backing plate fasteners (7) at both ends thereof, and the iron backing plate (1) and the under-board rubber pad (2) are fixed on the sleeper The middle part top surface of backing plate (1) carries steel rail, it is characterized in that: 所述铁垫板(1)底面设有向下的铁垫板凸件(3),通过所述垫板紧固件(7)将所述铁垫板凸件(3)和所述板下胶垫(2)预紧,所述铁垫板凸件(3)的凸面和所述板下胶垫(2)的顶面重合固定,形成反弯变形面(6);所述反弯变形面(6)的反变形抵消所述铁垫板(1)的上拱变形应力。The bottom surface of the iron backing plate (1) is provided with a downward iron backing plate convex piece (3), and the iron backing plate convex piece (3) and the bottom of the plate are connected by the backing plate fastener (7). The rubber pad (2) is pre-tightened, and the convex surface of the convex part of the iron backing plate (3) is overlapped and fixed with the top surface of the rubber pad (2) under the plate to form a reverse bending deformation surface (6); the reverse bending deformation The anti-deformation of the surface (6) offsets the upward arch deformation stress of the iron backing plate (1). 2.根据权利要求1所述的铁路道岔轨道刚度均匀化的垫板结构,其特征在于:所述铁垫板凸件(3)沿钢轨长度方向通长布置,所述铁垫板凸件(3)的凸面与纵截面的交线为下弧形,所述下弧形的曲度与施加预紧力后所述铁垫板(1)的上拱矢度相同。2. the backing plate structure of railway turnout track rigidity homogenization according to claim 1, is characterized in that: described iron backing plate protrusion (3) is arranged along the length direction of rail length, and described iron backing plate protrusion ( 3) The intersection line between the convex surface and the longitudinal section is a lower arc, and the curvature of the lower arc is the same as the upper arch sagittal of the iron backing plate (1) after the pre-tightening force is applied. 3.根据权利要求2所述的铁路道岔轨道刚度均匀化的垫板结构,其特征在于:所述铁垫板凸件(3)设于两端的所述垫板紧固件(7)之间,对应的所述板下胶垫(2)中部顶面设有向下的胶垫凹件(4);在两端所述垫板紧固件(7)之间,所述铁垫板凸件(3)的凸面和所述胶垫凹件(4)的凹面适配,所述反弯变形面(6)由所述铁垫板凸件(3)的凸面和所述胶垫凹件(4)的凹面重合形成。3. The backing plate structure for homogenizing the stiffness of the railway turnout track according to claim 2, characterized in that: the iron backing plate protrusions (3) are arranged between the backing plate fasteners (7) at both ends , the top surface of the middle part of the rubber pad (2) under the corresponding board is provided with a downward rubber pad concave piece (4); between the backing plate fasteners (7) at both ends, the iron backing plate convex The convex surface of the piece (3) is adapted to the concave surface of the rubber pad concave piece (4), and the reverse bending deformation surface (6) is formed by the convex surface of the iron backing plate convex piece (3) and the rubber pad concave piece The concave surfaces of (4) overlap to form. 4.根据权利要求3所述的铁路道岔轨道刚度均匀化的垫板结构,其特征在于:所述反弯变形面(6)与纵截面的交线呈两侧对称的锯齿状。4. The backing plate structure for homogenizing the track stiffness of a railway turnout according to claim 3, characterized in that: the intersection line between the reverse bending deformation surface (6) and the longitudinal section is in a zigzag shape with bilateral symmetry. 5.根据权利要求4所述的铁路道岔轨道刚度均匀化的垫板结构,其特征在于:所述锯齿为台阶状。5 . The backing plate structure for equalizing the rail stiffness of a railway turnout according to claim 4 , wherein the sawtooth is stepped. 5 . 6.根据权利要求3所述的铁路道岔轨道刚度均匀化的垫板结构,其特征在于:所述反弯变形面(6)与纵截面的交线为抛物线形,所述抛物线的方程式为y=x3+2x2+3x。6. The backing plate structure for homogenizing the stiffness of the railway turnout track according to claim 3, characterized in that: the intersection line of the reverse bending deformation surface (6) and the longitudinal section is a parabola, and the equation of the parabola is y =x 3 +2x 2 +3x. 7.根据权利要求1所述的铁路道岔轨道刚度均匀化的垫板结构,其特征在于:所述板下胶垫(2)中部顶面设有向下的胶垫凹件(4),所述铁垫板凸件(3)的凸面和所述胶垫凹件(4)的凹面重合,形成反弯变形面(6);所述反弯变形面(6)的横截面纵横对称。7. The backing plate structure for homogenizing the stiffness of the railway turnout track according to claim 1, characterized in that: the top surface of the middle part of the under-board rubber pad (2) is provided with a downward rubber pad concave part (4), so The convex surface of the iron backing plate convex part (3) and the concave surface of the rubber pad concave part (4) overlap to form a reverse bending deformation surface (6); the cross section of the reverse bending deformation surface (6) is vertically and horizontally symmetrical. 8.根据权利要求7所述的铁路道岔轨道刚度均匀化的垫板结构,其特征在于:所述铁垫板凸件(3)为锥形凸件,所述胶垫凹件(4)为对应的锥形凹件,所述锥形凸件与所述锥形凹件适配后形成所述反弯变形面(6)。8. The backing plate structure for the homogenization of railway turnout track stiffness according to claim 7, characterized in that: the iron backing plate convex part (3) is a tapered convex part, and the rubber pad concave part (4) is Corresponding to the conical concave part, the conical convex part is matched with the conical concave part to form the reverse bending deformation surface (6). 9.根据权利要求7所述的铁路道岔轨道刚度均匀化的垫板结构,其特征在于:所述铁垫板凸件(3)为椭球面凸件,所述胶垫凹件(4)为对应的椭球面凹件,所述椭球面凸件与所述椭球面凹件适配后形成所述反弯变形面(6)。9. The backing plate structure for the homogenization of railway turnout track stiffness according to claim 7, characterized in that: the iron backing plate convex part (3) is an ellipsoid convex part, and the rubber pad concave part (4) is Corresponding to the ellipsoidal concave part, the ellipsoidal convex part and the ellipsoidal concave part are adapted to form the reverse bending deformation surface (6). 10.根据权利要求3~9任一所述的铁路道岔轨道刚度均匀化的垫板结构,其特征在于:所述胶垫凹件(4)的最低处与所述板下胶垫(2)的底面的距离大于等于所述板下胶垫(2)高度的1/2。10. The backing plate structure for homogenizing the stiffness of the railway turnout track according to any one of claims 3 to 9, characterized in that: the lowest point of the rubber pad concave part (4) is in contact with the under-board rubber pad (2) The distance between the bottom surface of the board is greater than or equal to 1/2 of the height of the rubber pad (2) under the board.
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