CN216237909U - A single turnout lateral guard rail - Google Patents
A single turnout lateral guard rail Download PDFInfo
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- CN216237909U CN216237909U CN202120745466.XU CN202120745466U CN216237909U CN 216237909 U CN216237909 U CN 216237909U CN 202120745466 U CN202120745466 U CN 202120745466U CN 216237909 U CN216237909 U CN 216237909U
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Abstract
Description
技术领域technical field
本实用新型涉及轨道领域,具体涉及一种单开道岔侧向护轨。The utility model relates to the field of rails, in particular to a lateral guard rail of a single-opening switch.
背景技术Background technique
目前我国城市轨道交通工程中正线应用较多的单开道岔类型主要有50kg/m钢轨9号单开道岔、60kg/m钢轨9号单开道岔和60kg/m 钢轨12号单开道岔三种,而这三种道岔类型中,60kg/m钢轨9号单开道岔应用最为普遍。At present, there are three types of single turnouts that are widely used in the main line of urban rail transit projects in my country: 50kg/m rail No. 9 single switch, 60kg/m rail No. 9 single switch and 60kg/m rail No. 12 single switch. Among these three types of turnouts, the 60kg/m rail No. 9 single turnout is the most widely used.
按尖轨类型,道岔可分为直线尖轨道岔和曲线尖轨道岔两种。直线尖轨道岔的技术特点是尖轨较短,两根尖轨可对称制造,跟端为活接头,扳动灵活,稳定性稍差,需配置一台转辙机,侧向容许通过速度一般为30km/h。曲线尖轨道岔的技术特点是尖轨较长,两根尖轨不可对称制造,跟端采用接头夹板连接,稳定性好,需配置两台或多台转辙机,侧向容许通过速度一般为35km/h。60kg/m钢轨9号直线尖轨及曲线尖轨单开道岔在我国城市轨道交通工程中均有广泛应用,技术均较成熟可靠。According to the type of point rail, the turnout can be divided into two types: straight point rail switch and curved point rail switch. The technical characteristics of the linear point track switch are that the point rail is short, the two point rails can be manufactured symmetrically, and the heel end is a joint, which is flexible in pulling and slightly less stable. A switch machine is required, and the lateral allowable speed is average. is 30km/h. The technical characteristics of the curved point track switch are that the point rail is long, the two point rails are not manufactured symmetrically, and the heel end is connected by a joint splint, which has good stability and needs to be equipped with two or more switch machines. The lateral allowable passing speed is generally 35km/h. The 60kg/m steel rail No. 9 straight-pointed rail and single-opening turnout of the curved-pointed rail are widely used in urban rail transit projects in my country, and the technology is relatively mature and reliable.
既有的60kg/m钢轨9号单开道岔侧向护轨长度较短,护轨缓冲段冲角较大,车辆通过辙叉区时冲击效应较为明显,对车辆运行平稳性以及护轨及相关部件的使用寿命均较为不利。The existing 60kg/m steel rail No. 9 single-opening turnout lateral guard rail has a short length and a large attack angle of the guard rail buffer section. The service life of the components is relatively unfavorable.
现需一种单开道岔侧向护轨解决上述问题。There is a need for a lateral guard rail for a single turnout to solve the above problems.
发明内容SUMMARY OF THE INVENTION
本实用新型为了解决现有技术中既有的60kg/m钢轨9号单开道岔侧向护轨长度较短,护轨缓冲段冲角较大,车辆通过辙叉区时冲击效应较为明显,对车辆运行平稳性以及护轨及相关部件的使用寿命均较为不利的问题,提供了一种单开道岔侧向护轨,通过增长护轨长度、采用弯折型护轨,解决了上述问题。In order to solve the problem that the existing 60kg/m steel rail No. 9 single-opening turnout in the prior art has a short lateral guard rail length, a larger attack angle of the guard rail buffer section, and a relatively obvious impact effect when the vehicle passes through the frog area, the utility model has the advantages of The problems of vehicle running stability and service life of guard rails and related components are relatively unfavorable. A lateral guard rail of a single turnout is provided, which solves the above problems by increasing the length of the guard rail and adopting a bending guard rail.
本实用新型提供了一种单开道岔侧向护轨,包括侧向护轨和曲基本轨,侧向护轨纵向设置于曲基本轨一侧,侧向护轨为弯折型护轨,弯折点距离护轨前端1200mm~1300mm,弯折角度0.15°~0.20°,侧向护轨中心线与曲基本轨相应纵向位置线型相同;曲基本轨包括依次首尾相接的第一圆弧线段、直线轨距过渡段、第二圆弧线段和直线段,侧向护轨设置于第二圆弧线段和直线段对应位置;侧向护轨包括侧向护轨本体和侧向护轨工作边,侧向护轨工作边设置于侧向护轨纵向一侧与曲基本轨工作边对应设置;侧向护轨工作边为基于弯折型护轨刨切边,侧向护轨工作边包括第一开口段、第一缓冲段、平直段、第二缓冲段和第二开口段,第一开口段、第一缓冲段、平直段、第二缓冲段和第二开口段依次连接,第一开口段、第一缓冲段、平直段、第二缓冲段和第二开口段均为直线段。The utility model provides a lateral guard rail for a single-opening switch, which comprises a lateral guard rail and a curved basic rail. The lateral guard rail is longitudinally arranged on one side of the curved basic rail. The inflection point is 1200mm~1300mm away from the front end of the guard rail, the bending angle is 0.15°~0.20°, the center line of the lateral guard rail is the same as the corresponding longitudinal position of the curved basic rail; the curved basic rail includes the first arc line segment connected end to end. , the linear gauge transition section, the second arc line section and the straight section, and the lateral guard rail is arranged at the corresponding position of the second arc line section and the straight section; the lateral guard rail includes the lateral guard rail body and the lateral guard rail working edge The working edge of the lateral guard rail is arranged on the longitudinal side of the lateral guard rail and corresponding to the working edge of the curved basic rail; an open section, a first buffer section, a straight section, a second buffer section and a second open section, the first open section, the first buffer section, the straight section, the second buffer section and the second open section are connected in sequence, the first The first opening section, the first buffer section, the straight section, the second buffer section and the second opening section are all straight sections.
为了更好地提供对于辙叉区的保护,同时减小车轮对于护轨缓冲段的冲击,需要增长护轨的长度、增长护轨缓冲段的长度。将护轨长度由原来的3800mm增长至5000mm以上。In order to provide better protection for the frog area and reduce the impact of the wheels on the guard rail buffer section, it is necessary to increase the length of the guard rail and the length of the guard rail buffer section. Increase the length of the guard rail from the original 3800mm to more than 5000mm.
本实用新型所述的一种单开道岔侧向护轨,作为优选方式,第一圆弧线段为1445mm圆弧线,第一圆弧线段半径为194272.5mm;第二圆弧线段为1435mm圆弧线,第二圆弧线段半径为194282.5mm。For the lateral guard rail of the single-opening switch according to the present utility model, as a preferred method, the first arc line segment is a 1445mm arc line, the radius of the first arc line segment is 194272.5mm; the second arc line segment is a 1435mm arc line line, the radius of the second arc segment is 194282.5mm.
本实用新型所述的一种单开道岔侧向护轨,作为优选方式,直线轨距过渡段长度≥2500mm。For the lateral guard rail of the single-opening turnout described in the utility model, as a preferred method, the length of the transition section of the linear gauge is ≥2500mm.
护轨长度并不能简单的进行增加,护轨长度增加后会带来一系列的问题,需要对应进行解决和优化设计。首先,护轨长度增加后,需要对应调整曲基本轨线型,确保曲线轨距加宽区段在进入护轨区域前就结束,即保证护轨区域均为标准轨距。因为如果护轨区域存在轨距加宽,那相应地,护轨开口段及缓冲段轮缘槽也需要对应加宽,但现场养护维修过程中,护轨开口段及缓冲段轮缘槽一般均按照既有固定值进行控制。这样,将会造成列车车轮撞击护轨端部的风险,影响行车安全。因此,护轨区域不应存在轨距加宽。The length of the guard rail cannot be simply increased. After the length of the guard rail increases, it will bring a series of problems, which need to be solved and optimized accordingly. First of all, after the length of the guard rail is increased, it is necessary to adjust the curved basic rail line type accordingly to ensure that the widened section of the curved gauge ends before entering the guard rail area, that is, to ensure that the guard rail area is all standard gauge. Because if there is a widening of the gauge in the guard rail area, correspondingly, the opening section of the guard rail and the rim groove of the buffer section also need to be correspondingly widened, but during the on-site maintenance and repair, the opening section of the guard rail and the rim groove of the buffer section are generally Control according to the existing fixed value. In this way, the risk of the train wheels hitting the end of the guard rail will be caused, and the driving safety will be affected. Therefore, there should be no gauge widening in the guard rail area.
增长侧向护轨长度后,同时对60kg/m钢轨9号单开道岔曲基本轨线型进行优化,在临近护轨区域,设置不小于2500mm的直线过渡段,将1445mm轨距提前过渡回标准的1435mm轨距,这样,导曲线及辙叉区曲基本轨线型为:轨距1445mm的圆弧线(半径 194272.5mm)+直线轨距过渡段(长度≥2500mm)+轨距1435mm的圆弧线(半径194282.5mm)+直线。After increasing the length of the lateral guard rail, at the same time, optimize the basic track profile of the 60kg/m rail No. 9 single turnout curve. In the area adjacent to the guard rail, set a straight transition section of not less than 2500mm, and transition the 1445mm gauge back to the standard in advance. In this way, the basic track type of the guide curve and frog area curve is: the arc line with a gauge of 1445mm (radius 194272.5mm) + the transition section of the linear gauge (length ≥ 2500mm) + the arc with a gauge of 1435mm Line (radius 194282.5mm) + straight line.
本实用新型所述的一种单开道岔侧向护轨,作为优选方式,第一开口段和第二开口段轮缘槽控制值为80mm;第一缓冲段和第二缓冲段轮缘槽控制值为65mm;平直段轮缘槽控制值为42mm。For the lateral guard rail of a single-opening switch described in the utility model, as a preferred method, the control value of the rim groove of the first opening section and the second opening section is 80 mm; the rim groove control value of the first buffer section and the second buffer section is controlled The value is 65mm; the control value of the rim groove of the straight section is 42mm.
本实用新型所述的一种单开道岔侧向护轨,作为优选方式,第一开口段长度和第二开口段长度为150mm;第一缓冲段长度为 2100mm~2400mm;第二缓冲段长度为1500mm~1800mm;平直段长度为1200mm。For the lateral guard rail of the single-opening switch according to the present invention, as a preferred method, the length of the first opening section and the length of the second opening section are 150 mm; the length of the first buffer section is 2100 mm to 2400 mm; the length of the second buffer section is 1500mm~1800mm; the length of the straight section is 1200mm.
一般情况下,护轨均为直线型,道岔侧向护轨长度增长后,其与曲基本轨的匹配关系将变差,在护轨的前段与曲基本轨的开口量将逐渐变大,主要带来以下问题:统一型号和尺寸的护轨垫板在护轨前段将无法适用,需要单独进行设计,增加工厂制造和现场维护的难度,并增加备件种类和数量。Under normal circumstances, the guard rails are all straight. After the length of the lateral guard rail of the turnout increases, the matching relationship with the curved basic rail will become worse, and the opening amount between the front section of the guard rail and the curved basic rail will gradually increase. The following problems are brought about: the guard rail pads of the same type and size will not be applicable to the front section of the guard rail, and it needs to be designed separately, which increases the difficulty of factory manufacturing and on-site maintenance, and increases the types and quantities of spare parts.
基于此问题,护轨长度增长后,将其设计成弯折型护轨,弯折点距离护轨前端1200mm~1300mm,弯折角度0.15°~0.20°护轨中心线与曲基本轨的线型基本保持一致,确保统一型号的护轨垫板能够正常使用,不再额外增加护轨垫板的种类。另外,护轨弯折后将造成护轨工作边折点增多、增加养护维修难度,因此,在护轨弯折后再进行工作边的刨切,确保工作边仍由五段直线组成:开口段(150mm)+ 缓冲段(2100mm~2400mm)+平直段(1200mm)+缓冲段 (1500mm~1800mm)+开口段(150mm),同时确保开口段、缓冲段、平直段轮缘槽控制值不变(分别仍为80mm、65mm、42mm)。Based on this problem, after the length of the guard rail is increased, it is designed as a bending guard rail, the bending point is 1200mm~1300mm from the front end of the guard rail, and the bending angle is 0.15°~0.20°. It is basically the same to ensure that the guard rail pads of the same type can be used normally, and no additional types of guard rail pads are added. In addition, after the guard rail is bent, it will increase the number of fold points on the working side of the guard rail and increase the difficulty of maintenance and repair. Therefore, after the guard rail is bent, the working side is sliced to ensure that the working side is still composed of five straight lines: the opening section. (150mm) + buffer section (2100mm ~ 2400mm) + straight section (1200mm) + buffer section (1500mm ~ 1800mm) + open section (150mm), and at the same time ensure that the open section, buffer section, and straight section rim groove control values are not change (respectively still 80mm, 65mm, 42mm).
当车辆通过辙叉区时,车轮可能与护轨发生撞击,使车轮改变运行方向,对车辆动力性能产生影响。When the vehicle passes through the frog area, the wheel may collide with the guard rail, which will change the running direction of the wheel and affect the dynamic performance of the vehicle.
设护轨缓冲段冲角为a,车轮在与护轨撞击前速度为v,撞击后速度方向发生改变,速度大小由v减小为vcosa,则撞击时的动能损失为:Suppose the angle of attack of the buffer section of the guard rail is a, the speed of the wheel before the collision with the guard rail is v, and the direction of the velocity changes after the collision, and the speed is reduced from v to vcosa, then the kinetic energy loss during the collision is:
w=v2sin2aw=v 2 sin 2 a
动能损失w越大,则车辆通过辙叉时的动力性能越差,护轨及相关部件的使用寿命越短,养护维修工作量越大。The greater the kinetic energy loss w, the worse the dynamic performance of the vehicle when passing through the frog, the shorter the service life of the guard rail and related components, and the greater the maintenance and repair workload.
动能损失w与护轨缓冲段冲角a存在对应关系,缓冲段冲角越大,则动能损失越大。There is a corresponding relationship between the kinetic energy loss w and the attack angle a of the buffer section of the guard rail. The larger the attack angle of the buffer section, the greater the kinetic energy loss.
本发明能够显著增长侧向护轨长度,增长缓冲段的长度,进而能够有效减小护轨缓冲段的冲角(冲角由≈1.10°减少至≈0.55°),进而有效降低车轮撞击护轨的动能损失(动能损失由≈0.45km2/h2 减小至≈0.11km2/h2),改善车辆通过辙叉时的动力性能,能显著提高护轨及相关部件的使用寿命,减少相应的养护维修工作量。The invention can significantly increase the length of the lateral guard rail and the length of the buffer section, thereby effectively reducing the attack angle of the guard rail buffer section (the attack angle is reduced from ≈ 1.10° to ≈ 0.55°), thereby effectively reducing the impact of the wheel on the guard rail. The kinetic energy loss (the kinetic energy loss is reduced from ≈0.45km2/h2 to ≈0.11km2/h2), improves the dynamic performance of the vehicle when passing through the frog, can significantly improve the service life of the guard rail and related components, and reduce the corresponding maintenance work quantity.
本实用新型有益效果如下:The beneficial effects of the utility model are as follows:
(1)显著增长侧向护轨的长度,能减小护轨缓冲段的冲角(冲角从≈1.10°减少至≈0.55°),改善车辆通过辙叉时的动力性能,能显著提高护轨及相关部件的使用寿命,减少相应的养护维修工作量。(1) Significantly increase the length of the lateral guard rail, which can reduce the attack angle of the guard rail buffer section (the attack angle is reduced from ≈ 1.10° to ≈ 0.55°), improve the dynamic performance of the vehicle when passing through the frog, and can significantly improve the guard rail. The service life of the rail and related components is reduced, and the corresponding maintenance and repair workload is reduced.
(2)显著增长护轨长度的同时,避免了护轨区域存在轨距加宽的情况,降低现场养护维修难度,同时可避免车轮撞击护轨开口段的风险,确保行车安全。(2) While significantly increasing the length of the guard rail, it avoids the widening of the gauge in the guard rail area, reduces the difficulty of on-site maintenance and repair, and at the same time avoids the risk of the wheels hitting the guard rail opening section, ensuring driving safety.
(3)显著增长护轨长度的同时,仍可实现采用统一型号的护轨垫板,并采用既有的养护维修标准,减小制造和养护维修难度。(3) While significantly increasing the length of the guard rail, it is still possible to use a uniform type of guard rail pad, and adopt the existing maintenance and repair standards to reduce the difficulty of manufacturing and maintenance.
附图说明Description of drawings
图1为一种单开道岔侧向护轨示意图;Fig. 1 is a kind of single-opening switch side guard rail schematic diagram;
图2为一种单开道岔侧向护轨曲基本轨示意图;2 is a schematic diagram of a curved basic rail of a lateral guard rail of a single turnout;
图3为一种单开道岔侧向护轨侧向护轨示意图;3 is a schematic diagram of a lateral guard rail of a single-opening switch;
图4为一种单开道岔侧向护轨侧向护轨工作边示意图。Figure 4 is a schematic diagram of the working edge of a lateral guard rail of a single-opening switch.
附图标记:Reference number:
1、侧向护轨;11、侧向护轨本体;12、侧向护轨工作边;121、第一开口段;122、第一缓冲段;123、平直段;124、第二缓冲段;125、第二开口段;2、曲基本轨;21、第一圆弧线段;22、直线轨距过渡段;23、第二圆弧线段;24、直线段。1. Lateral guard rail; 11. Lateral guard rail body; 12. Side guard rail working side; 121, First opening section; 122, First buffer section; 123, Straight section; 124, Second buffer section ; 125, the second opening segment; 2, the curved basic rail; 21, the first arc line segment; 22, the linear gauge transition segment; 23, the second arc line segment; 24, the straight line segment.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚.完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。The technical solutions in the embodiments of the present utility model will be clearly described below in conjunction with the accompanying drawings in the embodiments of the present utility model. It is obvious that the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example.
实施例1Example 1
如图1所示,一种单开道岔侧向护轨,包括侧向护轨1和曲基本轨2,侧向护轨1纵向设置于曲基本轨2一侧,侧向护轨1为弯折型护轨,弯折点距离护轨前端1200mm~1300mm,弯折角度0.15°~0.20°,侧向护轨1中心线与曲基本轨2相应纵向位置线型相同,侧向护轨1长度≥5000mm。As shown in Fig. 1, a side guard rail of a single-opening switch includes a
如图2所示,曲基本轨2包括依次首尾相接的第一圆弧线段21、直线轨距过渡段22、第二圆弧线段23和直线段24,侧向护轨1设置于第二圆弧线段23和直线段24对应位置。第一圆弧线段21为 1445mm圆弧线,第一圆弧线段21半径为194272.5mm;第二圆弧线段23为1435mm圆弧线,第二圆弧线段23半径为194282.5mm。直线轨距过渡段22长度≥2500mm。As shown in FIG. 2 , the curved
如图3所示,侧向护轨1包括侧向护轨本体11和侧向护轨工作边12,侧向护轨工作边12设置于侧向护轨1纵向一侧与曲基本轨2 工作边对应设置As shown in FIG. 3 , the
如图4所示,侧向护轨工作边12为基于弯折型护轨刨切边,侧向护轨工作边12包括第一开口段121、第一缓冲段122、平直段123、第二缓冲段124和第二开口段125,第一开口段121、第一缓冲段122、平直段123、第二缓冲段124和第二开口段125依次连接,第一开口段121、第一缓冲段122、平直段123、第二缓冲段124和第二开口段125均为直线段。第一开口段121和第二开口段125轮缘槽控制值为80mm;第一缓冲段122和第二缓冲段124轮缘槽控制值为65mm;平直段123轮缘槽控制值为42mm。第一开口段121长度和第二开口段125长度为150mm;第一缓冲段122长度为2100mm~2400mm;第二缓冲段124长度为1500mm~1800mm;平直段123长度为 1200mm。As shown in FIG. 4 , the working
以上所述,仅为本实用新型较佳的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,根据本实用新型的技术方案及其实用新型构思加以等同替换或改变,都应涵盖在本实用新型的保护范围之内。The above are only the preferred specific embodiments of the present invention, but the protection scope of the present invention is not limited to this. Equivalent replacement or modification of the new technical solution and its utility model concept shall be included within the protection scope of the present utility model.
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