TWI621753B - A railway rail fastening clip and railway rail fastening assembly - Google Patents

A railway rail fastening clip and railway rail fastening assembly Download PDF

Info

Publication number
TWI621753B
TWI621753B TW103115110A TW103115110A TWI621753B TW I621753 B TWI621753 B TW I621753B TW 103115110 A TW103115110 A TW 103115110A TW 103115110 A TW103115110 A TW 103115110A TW I621753 B TWI621753 B TW I621753B
Authority
TW
Taiwan
Prior art keywords
sub
rail fastener
curvature
radius
item
Prior art date
Application number
TW103115110A
Other languages
Chinese (zh)
Other versions
TW201508131A (en
Inventor
史蒂芬 約翰 卡可斯
大衛 克里斯多夫 海倫
Original Assignee
潘得路公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 潘得路公司 filed Critical 潘得路公司
Publication of TW201508131A publication Critical patent/TW201508131A/en
Application granted granted Critical
Publication of TWI621753B publication Critical patent/TWI621753B/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/28Fastening on wooden or concrete sleepers or on masonry with clamp members
    • E01B9/30Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
    • E01B9/303Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/32Fastening on steel sleepers with clamp members
    • E01B9/34Fastening on steel sleepers with clamp members by resilient steel clips
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/38Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44Fastening the rail on the tie-plate
    • E01B9/46Fastening the rail on the tie-plate by clamps
    • E01B9/48Fastening the rail on the tie-plate by clamps by resilient steel clips
    • E01B9/483Fastening the rail on the tie-plate by clamps by resilient steel clips the clip being a shaped bar

Abstract

本發明提供一種鐵軌扣件及鐵軌扣組。鐵軌扣件包括彈性金屬桿體,所述桿體自一末端至另一末端包括:第一部分,起始於所述桿體一末端;第二部分;第三部分;第四部分;以及第五部分,結束於所述桿體另一末端,其中當扣件於安裝結構中從上方觀察時,所述第二及所述第四部分包括反向彎曲,所述第三及所述第五部分呈現於所述第一部分軸線的相對兩側上,其中所述第四部分包括第一及第二子部分,所述第一及第二子部分的中線於實質上由所述第四部分所定義的平面中各別具有第一及第二曲率半徑,所述第一曲率半徑較所述第二曲率半徑為大。 The invention provides a rail fastener and a rail fastener group. The rail fastener includes an elastic metal rod body, and the rod body includes, from one end to the other end, a first portion starting from one end of the rod body; a second portion; a third portion; a fourth portion; and a fifth Part, ending at the other end of the rod body, wherein when the fastener is viewed from above in the mounting structure, the second and fourth parts include reverse bending, the third and the fifth part Present on opposite sides of the axis of the first portion, wherein the fourth portion includes first and second sub-portions, and the centerlines of the first and second sub-portions are substantially defined by the fourth portion The defined planes each have a first and a second curvature radius, and the first curvature radius is larger than the second curvature radius.

Description

鐵軌扣件及鐵軌扣組 Rail fastener and rail buckle group

本發明有關於一種鐵軌扣件,特別但不完全是關於一種包括可改變曲率半徑部分的鐵軌扣件。 The present invention relates to a rail fastener, and particularly, but not exclusively, to a rail fastener including a portion with a variable radius of curvature.

目前已知多種形式的彈性軌道扣件,例如GB1510224A中所描述。所附圖式的圖1、2及3示出GB1510224A中所揭露的現有鐵軌扣組。 Various forms of elastic track fasteners are currently known, such as those described in GB1510224A. Figures 1, 2 and 3 of the drawings show the existing rail buckle set disclosed in GB1510224A.

於GB1510224A中,申請人提出了一種具有第一部分1、第二彎曲部分2、第三部分3、第四彎曲部分4,以及第五部分5的鐵軌扣件態樣。當使用所述扣件時,第五部分5壓於軌道底座上,並沿一實質上平行於軌道縱軸的方向延伸。第一部分1接合扣件錨碇(anchoring)裝置中的一通道,且第三部分3壓於所述錨碇裝置的另一側上。 In GB1510224A, the applicant proposed a rail fastener with a first part 1, a second curved part 2, a third part 3, a fourth curved part 4, and a fifth part 5. When the fastener is used, the fifth portion 5 is pressed against the rail base and extends in a direction substantially parallel to the longitudinal axis of the rail. The first part 1 engages a channel in the anchoring device, and the third part 3 is pressed on the other side of the anchoring device.

於使用時,鐵軌扣件處於應力狀態,以壓於軌道底座上並使軌道保持在固定位置上。特別是,扣件受作用於第一、第三及第五部分上的垂直負載,並造成扣件中的應力。此外,扣件可 能受垂直於軌道縱軸方向中的側向負載,例如當火車越過軌道中扣件壓下部分時。此側向負載可能導致扣件中更進一步的應力。 When in use, the rail fastener is under stress to press on the rail base and keep the rail in a fixed position. In particular, the fasteners are subject to vertical loads on the first, third, and fifth parts and cause stress in the fasteners. In addition, the fasteners can Can be subjected to side loads in a direction perpendicular to the longitudinal axis of the track, such as when a train passes over a depressed part of the track. This side load may cause further stress in the fastener.

理想的是,所述扣件可藉一可靠的方式承受垂直及側向負載所引起的應力。 Ideally, the fastener can withstand the stress caused by vertical and lateral loads in a reliable manner.

於此方面,本發明目的在於提供一種鐵軌扣件,其可藉一更可靠的方式承受垂直及側向負載所引起的應力。 In this regard, the present invention aims to provide a rail fastener that can withstand the stress caused by vertical and lateral loads in a more reliable manner.

依據本發明的一觀點而提供的鐵軌扣件,包括彈性金屬桿體,所述桿體自一末端至另一末端包括:第一部分,起始於所述桿體一末端;第二部分;第三部分;第四部分;以及第五部分,結束於所述桿體另一末端,其中當扣件於安裝結構中從上方觀察時,所述第二及所述第四部分包括反向彎曲,所述第三及所述第五部分呈現於所述第一部分主軸的相對兩側上,其中所述第四部分包括第一及第二子部分,所述第一及第二子部分的中線於實質上由所述第四部分所定義的平面中各別具有第一及第二曲率半徑,所述第一曲率半徑較所述第二曲率半徑為大。 A rail fastener provided according to an aspect of the present invention includes an elastic metal rod body, and the rod body includes, from one end to the other end: a first portion, starting from one end of the rod body; a second portion; Three parts; a fourth part; and a fifth part ending at the other end of the rod body, wherein when the fastener is viewed from above in the mounting structure, the second and fourth parts include reverse bending, The third and fifth sections are presented on opposite sides of the main axis of the first section, wherein the fourth section includes first and second subsections, and the midlines of the first and second subsections Each of the planes substantially defined by the fourth portion has a first and a second curvature radius, and the first curvature radius is larger than the second curvature radius.

所述第四部分的所述第一子部分可位於所述第三部分以及所述第四部分的所述第二子部分之間。 The first sub-portion of the fourth portion may be located between the third portion and the second sub-portion of the fourth portion.

所述第四部分的所述第二子部分位於或接近所述第四部分的幾何頂點。可藉所述第四部分的中點間隔出所述第四部分的所述第二子部分。所述中點可能位於所述第三和所述第五部分之間的一半處。所述第四部分的所述第二子部分可較所述第三部分靠近所述第五部分。 The second sub-portion of the fourth portion is located at or near a geometric vertex of the fourth portion. The second sub-portion of the fourth portion may be separated by a midpoint of the fourth portion. The midpoint may be halfway between the third and fifth parts. The second sub-portion of the fourth portion may be closer to the fifth portion than the third portion.

所述第四部分可更包括第三子部分。所述第三子部分可具有第三曲率半徑。所述第四部分的所述第三子部分可位於所述第五部分以及所述第四部分的所述第二子部分之間。所述第三曲率半徑可較所述第二曲率半徑為大。 The fourth portion may further include a third sub-portion. The third sub-portion may have a third radius of curvature. The third sub-portion of the fourth portion may be located between the fifth portion and the second sub-portion of the fourth portion. The third radius of curvature may be larger than the second radius of curvature.

所述第四部分的所述第一子部分可鄰近於所述第三部分。所述第四部分的所述第二子部分可鄰近於所述第五部分。可替代地,所述第四部分的所述第三子部分可鄰近於所述第五部分,例如,所述第三子部分位於所述第二子部分以及所述第五部分之間。 The first sub-portion of the fourth portion may be adjacent to the third portion. The second sub-portion of the fourth portion may be adjacent to the fifth portion. Alternatively, the third subsection of the fourth section may be adjacent to the fifth section, for example, the third subsection is located between the second subsection and the fifth section.

所述第一曲率半徑可較所述第三及所述第五部分中線之間距離的一半為大。所述第一曲率半徑可大於或等於所述第三及所述第五部分中線之間距離的55%。所述第一曲率半徑可大於或等於所述第三及所述第五部分中線之間距離的60%。 The first radius of curvature may be larger than a half of the distance between the third and fifth portions of the center line. The first radius of curvature may be greater than or equal to 55% of the distance between the centerlines of the third and fifth portions. The first radius of curvature may be greater than or equal to 60% of the distance between the centerlines of the third and fifth portions.

所述第二曲率半徑可小於所述第三及所述第五部分中線 之間距離的一半。所述第二曲率半徑可小於或等於所述第三及所述第五部分中線之間距離的45%。所述第二曲率半徑可小於或等於所述第三及所述第五部分中線之間距離的40%。 The second radius of curvature may be smaller than the third and fifth part centerlines Half the distance between. The second radius of curvature may be less than or equal to 45% of the distance between the third and fifth portion midlines. The second radius of curvature may be less than or equal to 40% of a distance between the centerlines of the third and fifth portions.

所述第三及所述第五部分中線之間距離可自所述第三及所述第五部分鄰近於所述第四部分的一末端而測量。 The distance between the centerlines of the third and fifth portions can be measured from the third and fifth portions adjacent to one end of the fourth portion.

所述第四部分可為實質上位於一平面中的形狀。當所述鐵軌扣件於安裝結構時,所述第四部分的平面相對於水平平面具有一角度。 The fourth portion may be a shape substantially lying in a plane. When the rail fastener is in a mounting structure, a plane of the fourth portion has an angle with respect to a horizontal plane.

一種桿體,可具有小於其厚度20倍的長度。特別是,所述桿體可具有小於其厚度18倍的長度。 A rod body may have a length less than 20 times its thickness. In particular, the rod body may have a length less than 18 times its thickness.

前述所述的曲率半徑可應用於所述桿體的中線。 The aforementioned curvature radius can be applied to the center line of the rod body.

所述第四部分的所述子部分可具有不同旋轉中心。 The sub-portions of the fourth portion may have different centers of rotation.

所述第四部分的所述第一及所述第二子部分之間的過渡區可位於遠離所述第四部分任一末端處。 A transition region between the first and second sub-portions of the fourth portion may be located far from any end of the fourth portion.

一種鐵軌扣組,可包括前述鐵軌扣件。 A rail fastener set may include the aforementioned rail fasteners.

1‧‧‧第一部分 1‧‧‧ Part I

2‧‧‧第二彎曲部分 2‧‧‧ the second curved part

3‧‧‧第三部分 3‧‧‧ Part III

4‧‧‧第四彎曲部分 4‧‧‧ Fourth curved part

5‧‧‧第五部分 5‧‧‧ Part V

10‧‧‧扣件 10‧‧‧Fastener

11‧‧‧第一部分 11‧‧‧ Part I

12‧‧‧第二部分 12‧‧‧ Part Two

13‧‧‧第三部分 13‧‧‧ Part III

13a‧‧‧子部分 13a‧‧‧Subsection

13b‧‧‧子部分 13b‧‧‧Subsection

14‧‧‧第四部分 14‧‧‧ Part Four

14a‧‧‧子部分 14a‧‧‧Subsection

14b‧‧‧子部分 14b‧‧‧Subsection

14c‧‧‧子部分 14c‧‧‧Subsection

14a'‧‧‧曲率半徑 14a'‧‧‧curvature radius

14b'‧‧‧曲率半徑 14b'‧‧‧curvature radius

14c'‧‧‧曲率半徑 14c'‧‧‧curvature radius

14a"‧‧‧角度 14a "‧‧‧ angle

14b"‧‧‧角度 14b "‧‧‧angle

14c"‧‧‧角度 14c "‧‧‧ angle

15‧‧‧第五部分 15‧‧‧ Part V

15a‧‧‧扁平面 15a‧‧‧ flat noodle

20‧‧‧桿體 20‧‧‧ Rod

21‧‧‧中線 21‧‧‧ Midline

22‧‧‧中線 22‧‧‧ Midline

23‧‧‧中線 23‧‧‧ Midline

24‧‧‧中線 24‧‧‧ Midline

24a‧‧‧中線 24a‧‧‧Midline

24b‧‧‧中線 24b‧‧‧Midline

24c‧‧‧中線 24c‧‧‧Midline

25‧‧‧中線 25‧‧‧ Midline

11-12‧‧‧線段 11-12‧‧‧line segment

12-13‧‧‧線段 12-13‧‧‧line segment

13-14‧‧‧線段 13-14‧‧‧line segments

14-15‧‧‧線段 14-15‧‧‧line segment

14a-14b‧‧‧過渡區 14a-14b ‧‧‧ transition zone

14b-14c‧‧‧過渡區 14b-14c ‧‧‧ transition zone

A‧‧‧第一末端 A‧‧‧ the first end

B‧‧‧第二末端 B‧‧‧ second end

P‧‧‧平面 P‧‧‧plane

H‧‧‧平面 H‧‧‧plane

D‧‧‧距離 D‧‧‧distance

LS‧‧‧低應力區 LS‧‧‧Low Stress Area

MS‧‧‧中應力區 MS‧‧‧ Medium Stress Area

HS‧‧‧高應力區 HS‧‧‧High Stress Area

以下將參考附圖,其中:圖1示出習知鐵軌扣件依圖2中箭頭I方向的側視圖;圖2示出同一扣件依圖1中箭頭II方向的端視圖;圖3示出同一扣件的平面視圖;圖4示出依據本發明實施方式的鐵軌扣件依圖5中箭頭V方 向的側視圖;圖5示出依據本發明實施方式的扣件依圖4中箭頭IV方向的端視圖;圖6示出依據本發明實施方式的扣件的平面視圖;圖7示出依據本發明實施方式的扣件於垂直第四部分所定義平面的示意圖(為求清楚而省略第一部分);以及圖8示出習知扣件的應力等值線(圖8(a))以及依據本發明實施方式的扣件的應力等值線(圖8(b))。 Hereinafter, reference will be made to the accompanying drawings, in which: FIG. 1 shows a side view of a conventional rail fastener in the direction of arrow I in FIG. 2; FIG. 2 shows an end view of the same fastener in the direction of arrow II in FIG. 1; Plan view of the same fastener; FIG. 4 shows a rail fastener according to an embodiment of the present invention according to the arrow V in FIG. 5 FIG. 5 shows an end view of a fastener according to an embodiment of the present invention in the direction of arrow IV in FIG. 4; FIG. 6 shows a plan view of a fastener according to an embodiment of the present invention; The schematic diagram of the fastener according to the embodiment of the invention in the vertical plane defined by the fourth part (the first part is omitted for clarity); and FIG. 8 shows the stress contour of the conventional fastener (FIG. 8 (a)) and The stress contour of the fastener of the embodiment of the invention (Fig. 8 (b)).

參考圖4、5、6及7,依據本發明實施方式的鐵軌扣件10包括桿體20,所述桿體20自其第一末端A至第二末端B包括:於桿體的第一末端A起始的第一部分11;第二部分12;第三部分13;第四部分14;以及結束於桿體20的第二末端B的第五部分15。如圖6所示,所述部分交會處藉由線段11-12、12-13、13-14、14-15大約標記。 4, 5, 6, and 7, the rail fastener 10 according to the embodiment of the present invention includes a rod body 20, and the rod body 20 includes, from a first end A to a second end B thereof, at a first end of the rod body The first portion 11 starting from A; the second portion 12; the third portion 13; the fourth portion 14; and the fifth portion 15 ending at the second end B of the rod body 20. As shown in FIG. 6, the part of the intersection is approximately marked by line segments 11-12, 12-13, 13-14, and 14-15.

第一及第五部分11、15實質上為直線。相反地,當扣件於安裝結構時從上方觀察(如圖6所示),第二及第四部分12、14包括反向彎曲,第三及第五部分13、15呈現於第一部分11中線21的相對兩側上。換句話說,第四部分14的平均曲率半徑相較於第二部分12的平均曲率半徑為大。 The first and fifth portions 11, 15 are substantially straight. Conversely, when viewed from above when the fastener is in the mounting structure (as shown in FIG. 6), the second and fourth parts 12, 14 include reverse bending, and the third and fifth parts 13, 15 are presented in the first part 11 The lines 21 are on opposite sides. In other words, the average radius of curvature of the fourth portion 14 is larger than the average radius of curvature of the second portion 12.

如圖4所示,第四部分14的中線24實質上位於安裝結 構中相對於水平平面H具有角度的平面P中。(圖7為垂直於第四部分平面P時第四部分14的視圖。)因此,第三部分13可包括鄰近第二部分12的子部分13a,以及鄰近第四部分14的子部分13b。子部分13a、13b可例如於不同平面中彎曲,以便提供第二部分12至第四部分14一過渡區。例如,子部分13b可自第二部分12的平面彎曲至實質上第四部分位於的平面P。 As shown in FIG. 4, the center line 24 of the fourth section 14 is substantially located at the installation junction. In the plane P having an angle with respect to the horizontal plane H. (FIG. 7 is a view of the fourth portion 14 when perpendicular to the fourth portion plane P.) Therefore, the third portion 13 may include a sub-portion 13 a adjacent to the second portion 12 and a sub-portion 13 b adjacent to the fourth portion 14. The sub-portions 13a, 13b can be bent, for example, in different planes in order to provide a transition region from the second portion 12 to the fourth portion 14. For example, the sub-portion 13b may be bent from the plane of the second portion 12 to the plane P where the fourth portion is substantially located.

使用時,第五部分15設置成可直接或藉由一絕緣體而壓於軌道(未繪示)上。第五部分15可包括用於接觸軌道的扁平面15a。第三部分13可壓於錨碇(anchoring)裝置(未繪示)上,且第一部分11可位於接收部分中,如錨碇裝置的孔。可替代地,第三及第五部分13、15各別壓於軌道及錨碇裝置上時,扣件10可相反定向。 In use, the fifth portion 15 is configured to be pressed onto a track (not shown) directly or through an insulator. The fifth portion 15 may include a flat surface 15a for contacting the track. The third portion 13 may be pressed on an anchoring device (not shown), and the first portion 11 may be located in a receiving portion, such as a hole of the anchoring device. Alternatively, when the third and fifth parts 13 and 15 are respectively pressed on the track and the anchor device, the fastener 10 may be oppositely oriented.

當安裝時桿體20可變形以便提供壓於軌道上的力。因此,桿體20可由金屬製成,例如彈性金屬。可藉由彎曲桿體20約一次或更多次成型而形成扣件10。在尺寸方面,桿體20可具有相對其厚度約17.9倍的長度。 The rod body 20 can be deformed when installed so as to provide a force against the rail. Therefore, the rod body 20 may be made of a metal, such as an elastic metal. The fastener 10 may be formed by bending the rod body 20 about one or more times. In terms of size, the rod body 20 may have a length of about 17.9 times its thickness.

如圖7最佳所示,第四部分14包括第一以及第二子部分14a、14b,第四部分14的第一子部分14a可位於第三部分13以及第四部分14的第二子部分14b之間。因此,第四部分14的第一子部分14a可鄰近於第三部分13。第四部分14的第二子部分14b可位於或接近第四部分14的幾何頂點,例如最遠離第三及/ 或第五部分13、15處。 As best shown in FIG. 7, the fourth section 14 includes first and second sub-sections 14 a and 14 b. The first sub-section 14 a of the fourth section 14 may be located in the third section 13 and the second sub-section of the fourth section 14. 14b. Therefore, the first sub-portion 14 a of the fourth portion 14 may be adjacent to the third portion 13. The second sub-portion 14b of the fourth portion 14 may be located at or near the geometric apex of the fourth portion 14, such as furthest from the third and / Or the fifth part 13,15.

可理解的是,於第四部分14的第一及第二子部分14a、14b之間的過渡區14a-14b位於遠離第四部分14任一末端處。過渡區14a-14b可位於或接近第四部分14的幾何頂點。 It can be understood that the transition region 14 a-14 b between the first and second sub-portions 14 a, 14 b of the fourth portion 14 is located far from any end of the fourth portion 14. The transition regions 14 a-14 b may be located at or near the geometric apex of the fourth portion 14.

如圖7所示,第一及第二子部分14a、14b的中線24a、24b於實質上由第四部分14所定義的平面中各別具有第一及第二曲率半徑14a'、14b'。(應注意,桿體20的部分11、12、13、14、15各別的中線21、22、23、24、25對應於實質上通過桿體中心的線段。)第一曲率半徑14a'相較於第二曲率半徑14b'為大。 As shown in FIG. 7, the center lines 24a, 24b of the first and second sub-portions 14a, 14b have first and second curvature radii 14a ', 14b', respectively, in a plane substantially defined by the fourth portion 14. . (It should be noted that the respective centerlines 21, 22, 23, 24, 25 of the portions 11, 12, 13, 14, 15 of the rod body 20 correspond to line segments that substantially pass through the center of the rod body.) The first radius of curvature 14a ' Compared with the second curvature radius 14b ', it is large.

如圖所示,第四部分14可進一步包括第三子部分14c,但於其他設置中(未繪示),第三子部分可被省略。第四部分14的第三子部分14c可位於第五部分15以及第四部分14的第二子部分14b之間。第四部分14的第三子部分14c可鄰近於第五部分15。可替代地,在第三子部分14c被省略的情況下,第四部分14的第二子部分14b可鄰近於第五部分15。 As shown, the fourth portion 14 may further include a third sub-portion 14c, but in other settings (not shown), the third sub-portion may be omitted. The third sub-section 14 c of the fourth section 14 may be located between the fifth section 15 and the second sub-section 14 b of the fourth section 14. The third sub-portion 14 c of the fourth portion 14 may be adjacent to the fifth portion 15. Alternatively, in the case where the third sub-section 14 c is omitted, the second sub-section 14 b of the fourth section 14 may be adjacent to the fifth section 15.

可理解的是,第四部分14的第二及第三子部分14b、14c之間的過渡區14b-14c位於遠離第四部分14的任一末端處。 It can be understood that the transition region 14 b-14 c between the second and third sub-portions 14 b, 14 c of the fourth portion 14 is located at any end far from the fourth portion 14.

第三子部分的中線24c可具有第三曲率半徑14c'。第三曲率半徑14c'可相較於第二曲率半徑14b'為大。第一及第三曲率半徑14a'、14c'可實質上相等。 The centerline 24c of the third sub-portion may have a third radius of curvature 14c '. The third radius of curvature 14c 'may be larger than the second radius of curvature 14b'. The first and third radii of curvature 14a ', 14c' may be substantially equal.

第一曲率半徑14a'可相較於第三及第五部分13、15的中 線23、25之間距離D的一半為大,其中第三及第五部分13、15交會第四部分14。第一曲率半徑14a'可大於或等於第三及第五部分13、15的中線23、25之間距離D的55%。 The first radius of curvature 14a 'can be compared to the middle of the third and fifth parts 13, 15 The half of the distance D between the lines 23 and 25 is large, in which the third and fifth sections 13, 15 meet the fourth section 14. The first radius of curvature 14a 'may be greater than or equal to 55% of the distance D between the centerlines 23, 25 of the third and fifth portions 13,15.

第二曲率半徑14b'可小於第三及第五部分13、15的中線23、25之間距離D的一半。第二曲率半徑14b'可小於或等於第三及第五部分13、15的中線25、25之間距離D的45%。 The second radius of curvature 14b 'may be less than half the distance D between the centerlines 23, 25 of the third and fifth portions 13,15. The second radius of curvature 14b 'may be less than or equal to 45% of the distance D between the centerlines 25, 25 of the third and fifth portions 13,15.

參考圖7,第一部分14a對向的第一角度14a"可大於第二部分14b對向的第二角度14b"。類似地,第三部分14c對向的第三角度14c"可大於第二部分14b對向的第二角度14b"。第一部分14a對向的第一角度14a"可大於第三部分14c對向的第三角度14c"。 Referring to FIG. 7, a first angle 14 a "opposite to the first portion 14 a may be greater than a second angle 14 b" opposite to the second portion 14 b. Similarly, the third angle 14c "opposite the third portion 14c may be greater than the second angle 14b" opposite the second portion 14b. The first angle 14a "opposite the first portion 14a may be greater than the third angle 14c" opposite the third portion 14c.

再次參考圖7,沿中線24a形成第一子部分14a的圓弧長度可大於形成第二子部分14b的圓弧長度。類似地,沿中線24c形成第三子部分14c的圓弧長度可大於形成第二子部分14b的圓弧長度。沿中線24a形成第一子部分14a的圓弧長度可大於形成第三子部分14c的圓弧長度。 Referring again to FIG. 7, the length of the arc that forms the first sub-portion 14a along the center line 24a may be greater than the length of the arc that forms the second sub-portion 14b. Similarly, the arc length forming the third sub-portion 14c along the center line 24c may be greater than the arc length forming the second sub-portion 14b. The arc length forming the first sub-portion 14a along the center line 24a may be greater than the arc length forming the third sub-portion 14c.

在一特定範例中,第四部分14的第一、第二以及第三子部分14a、14b、14c各別具有約40mm、20mm以及40mm的內曲率半徑,意即旋轉中心至桿體20內緣的曲率半徑。(換句話說,此些為桿體彎曲形成子部分14a、14b、14c而成型的半徑。)在一特定範例中,桿體20具有19mm的直徑。因此,從各自旋轉中心 至各自桿體20的中線24a、24b、24c量測的第一、第二及第三曲率半徑14a'、14b'、14c',各別約為49.5mm、29.5mm以及49.5mm。交會第四部分14的第三部分13的中線23至交會第四部分14的第五部分15的中線25之間的距離D約為80mm。 In a specific example, the first, second, and third sub-portions 14a, 14b, and 14c of the fourth portion 14 each have an inner radius of curvature of about 40mm, 20mm, and 40mm, which means that the center of rotation reaches the inner edge of the rod body 20 Radius of curvature. (In other words, these are the radii formed by bending the rod body to form the sub-portions 14a, 14b, 14c.) In a specific example, the rod body 20 has a diameter of 19 mm. Therefore, from the respective rotation centers The first, second, and third curvature radii 14a ', 14b', and 14c 'measured to the center lines 24a, 24b, and 24c of the respective rod bodies 20 are each approximately 49.5mm, 29.5mm, and 49.5mm. The distance D between the center line 23 of the third section 13 of the fourth section 14 and the center line 25 of the fifth section 15 of the fourth section 14 is about 80 mm.

於一特定範例中所示,第一子部分14a可藉由大約70±10度的第一角度14a"而對向,第二子部分14b可藉由大約55±10度的第二角度14b"而對向,且第三子部分14c可藉由大約55±10度的第三角度14c"而對向。但,可理解的是,可選用其他角度於第一、第二及第三子部分。 As shown in a specific example, the first sub-portion 14a may be opposed by a first angle 14a "of about 70 ± 10 degrees, and the second sub-portion 14b may be opposed by a second angle 14b" of about 55 ± 10 degrees Opposite, and the third sub-portion 14c may be opposed by a third angle 14c "of about 55 ± 10 degrees. However, it is understandable that other angles may be used for the first, second and third sub-portions .

圖8(a)繪示出經由給定彎曲的習知鐵軌扣件的第三及第四部分3、4的應力等值線。前述彎曲包括垂直分量,其包括應用於扣件安裝後的靜態彎曲,以及動態橫向分量,其可於火車通過軌道中扣件壓於其上的部分時所發生。如圖所示,於第四部分4中具有低、中及高應力區LS、MS、HS。特別地,高應力區HS位於第四部分4朝向第三部分3的區域中。 Figure 8 (a) shows the stress contours of the third and fourth parts 3, 4 of a conventional rail fastener via a given bend. The aforementioned bending includes a vertical component, which includes a static bending applied after the fastener is installed, and a dynamic lateral component, which may occur when a train passes through a portion of the track against which the fastener is pressed. As shown in the figure, there are low, medium and high stress regions LS, MS, HS in the fourth part 4. In particular, the high-stress region HS is located in a region of the fourth portion 4 toward the third portion 3.

相反地,圖8(b)繪示出經由與圖8(a)所示相同彎曲的依據本發明實施方式的鐵軌扣件的第三及第四部分13、14的等效應力等值線。如圖所示,於第四區域14中具有低及中應力區LS、MS,但本發明的實施方式並沒有高應力區。本發明的扣件可更佳地分散圍繞於第三及第四部分的動態應力,且扣件所受的最大動態應力較低。 In contrast, FIG. 8 (b) illustrates the equivalent stress contours of the third and fourth portions 13, 14 of the rail fastener according to the embodiment of the present invention, which are bent as shown in FIG. As shown in the figure, there are low and medium stress regions LS, MS in the fourth region 14, but the embodiment of the present invention does not have a high stress region. The fastener of the present invention can better disperse the dynamic stresses surrounding the third and fourth parts, and the maximum dynamic stress to which the fastener is subjected is lower.

本發明因此有效地降低第四部分14中的應力。進而可提供一個更可靠的鐵軌扣件及/或減少所述扣件的直徑,因此可節省材料。 The invention therefore effectively reduces the stress in the fourth part 14. This can provide a more reliable rail fastener and / or reduce the diameter of the fastener, thus saving material.

Claims (14)

一種鐵軌扣件,包括彈性金屬桿體,所述桿體自一末端至另一末端包括:第一部分,起始於所述桿體一末端;第二部分;第三部分;第四部分;以及第五部分,結束於所述桿體另一末端,其中當扣件於安裝結構中從上方觀察時,所述第二及所述第四部分包括反向彎曲,所述第三及所述第五部分呈現於所述第一部分主軸的相對兩側上,其中所述第四部分包括第一及第二子部分,所述第一及第二子部分的中線於實質上由所述第四部分所定義的平面中各別具有第一及第二曲率半徑,所述第一曲率半徑較所述第二曲率半徑為大,其中所述第四部分的所述第一子部分位於所述第三部分以及所述第四部分的所述第二子部分之間。 A rail fastener includes an elastic metal rod body, and the rod body includes, from one end to the other end, a first portion starting from one end of the rod body; a second portion; a third portion; a fourth portion; and The fifth part ends at the other end of the rod body, wherein when the fastener is viewed from above in the mounting structure, the second and the fourth part include reverse bending, the third and the first part Five parts are presented on opposite sides of the main axis of the first part, wherein the fourth part includes first and second sub-parts, and the middle lines of the first and second sub-parts are substantially defined by the fourth part. Each of the planes defined by a portion has a first and a second curvature radius, and the first curvature radius is larger than the second curvature radius, wherein the first sub-portion of the fourth portion is located in the first portion. Three parts and the second sub-part of the fourth part. 如申請專利範圍第1項所述的鐵軌扣件,其中所述第四部分的所述第二子部分位於或接近所述第四部分的幾何頂點。 The rail fastener according to item 1 of the patent application scope, wherein the second sub-portion of the fourth portion is located at or near a geometric vertex of the fourth portion. 如申請專利範圍第1項所述的鐵軌扣件,其中以所述第四部分的中點間隔出所述第四部分的所述第二子部分。 The rail fastener according to item 1 of the patent application scope, wherein the second sub-portion of the fourth portion is spaced apart by a midpoint of the fourth portion. 如申請專利範圍第1項所述的鐵軌扣件,其中所述第四部 分的所述第二子部分相較於靠近所述第三部分而較靠近於所述第五部分。 The rail fastener according to item 1 of the patent application scope, wherein said fourth part The second sub-portion is closer to the fifth portion than to the third portion. 如申請專利範圍第1項所述的鐵軌扣件,其中所述第四部分更包括第三子部分,所述第三子部分的中線具有第三曲率半徑。 The rail fastener according to item 1 of the patent application scope, wherein the fourth portion further includes a third sub-portion, and a center line of the third sub-portion has a third radius of curvature. 如申請專利範圍第5項所述的鐵軌扣件,其中所述第四部分的所述第三子部分位於所述第五部分以及所述第四部分的所述第二子部分之間。 The rail fastener according to item 5 of the patent application scope, wherein the third sub-portion of the fourth portion is located between the fifth portion and the second sub-portion of the fourth portion. 如申請專利範圍第5項所述的鐵軌扣件,其中所述第三曲率半徑較所述第二曲率半徑為大。 According to the rail fastener of claim 5, the third curvature radius is larger than the second curvature radius. 如申請專利範圍第1項所述的鐵軌扣件,其中所述第一曲率半徑較所述第三及所述第五部分中線之間距離的一半為大。 The rail fastener according to item 1 of the scope of patent application, wherein the first radius of curvature is greater than half of a distance between the third and fifth portions of the center line. 如申請專利範圍第8項所述的鐵軌扣件,其中所述第一曲率半徑大於或等於所述第三及所述第五部分中線之間距離的55%。 The rail fastener according to item 8 of the scope of patent application, wherein the first radius of curvature is greater than or equal to 55% of the distance between the centerlines of the third and fifth sections. 如申請專利範圍第1項所述的鐵軌扣件,其中所述第二曲率半徑小於所述第三及所述第五部分中線之間距離的一半。 The rail fastener according to item 1 of the scope of patent application, wherein the second radius of curvature is less than half the distance between the third and fifth center lines. 如申請專利範圍第10項所述的鐵軌扣件,其中所述第二曲率半徑小於或等於所述第三及所述第五部分中線之間距離的45%。 The rail fastener according to item 10 of the scope of patent application, wherein the second radius of curvature is less than or equal to 45% of the distance between the third and fifth center lines. 如申請專利範圍第1項所述的鐵軌扣件,其中所述第四部分為實質上位於一平面中的形狀。 The rail fastener according to item 1 of the patent application scope, wherein the fourth part is in a shape substantially lying in a plane. 如申請專利範圍第12項所述的鐵軌扣件,其中當所述鐵軌扣件於安裝結構時,所述第四部分的平面相對於水平平面具有一角度。 The rail fastener according to item 12 of the scope of patent application, wherein when the rail fastener is in a mounting structure, a plane of the fourth portion has an angle with respect to a horizontal plane. 一種鐵軌扣組,包括前述任一申請專利範圍所述的鐵軌扣件。 A rail fastener set includes the rail fasteners described in any one of the foregoing patent applications.
TW103115110A 2013-04-29 2014-04-28 A railway rail fastening clip and railway rail fastening assembly TWI621753B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB1307658.3A GB2513565B (en) 2013-04-29 2013-04-29 A Railway Rail Fastening Clip
??1307658.3 2013-04-29

Publications (2)

Publication Number Publication Date
TW201508131A TW201508131A (en) 2015-03-01
TWI621753B true TWI621753B (en) 2018-04-21

Family

ID=48626965

Family Applications (1)

Application Number Title Priority Date Filing Date
TW103115110A TWI621753B (en) 2013-04-29 2014-04-28 A railway rail fastening clip and railway rail fastening assembly

Country Status (5)

Country Link
JP (1) JP6143400B2 (en)
GB (1) GB2513565B (en)
HK (1) HK1198187A1 (en)
TW (1) TWI621753B (en)
WO (1) WO2014177835A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015116345B3 (en) 2015-09-28 2017-03-30 Vossloh-Werke Gmbh System and attachment point for screwless fastening of a rail for a rail vehicle
US10519608B2 (en) 2016-08-12 2019-12-31 Pandrol Limited Method and apparatus for installing a rail on a tie in a railroad system
KR101721049B1 (en) * 2016-09-09 2017-03-29 (주)엘더스티앤엘 High elasticity rail fastening apparatus for ballast track for high speed travelling of rail vehicle
CN109554963A (en) * 2018-11-21 2019-04-02 西南交通大学 Spring and rail assemblies

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB861473A (en) * 1956-08-03 1961-02-22 Lockspike Ltd Improvements in fastening members for anchoring railway rails and in rail-fastening arrangements employing such members
GB1154497A (en) * 1966-03-18 1969-06-11 Schmitthelm Fa Ernst Improvements in or relating to Railway Rail Supporting and Securing Means
JPS51139007A (en) * 1975-05-07 1976-12-01 Pandrol Ltd Railroad rail clamping clip and method and device for making it
TWM330310U (en) * 2007-10-26 2008-04-11 Tiger Steel Co Ltd Rail fastener with release prevention

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU450012B2 (en) * 1970-11-25 1974-06-12 A device for holding downthe rail tothe sleeper
US4304359A (en) * 1980-01-28 1981-12-08 Portec, Inc. Rail fastener
JPH06322705A (en) * 1993-05-17 1994-11-22 Keiichi Fujie Fastener for track rail
GB2295178B (en) * 1994-11-16 1998-04-29 Pandrol Ltd Railway rail fastening assemblies including resilient railway rail fastening clips and associated insulators

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB861473A (en) * 1956-08-03 1961-02-22 Lockspike Ltd Improvements in fastening members for anchoring railway rails and in rail-fastening arrangements employing such members
GB1154497A (en) * 1966-03-18 1969-06-11 Schmitthelm Fa Ernst Improvements in or relating to Railway Rail Supporting and Securing Means
JPS51139007A (en) * 1975-05-07 1976-12-01 Pandrol Ltd Railroad rail clamping clip and method and device for making it
TWM330310U (en) * 2007-10-26 2008-04-11 Tiger Steel Co Ltd Rail fastener with release prevention

Also Published As

Publication number Publication date
HK1198187A1 (en) 2015-03-13
GB2513565A (en) 2014-11-05
GB2513565B (en) 2020-01-15
JP6143400B2 (en) 2017-06-07
JP2016514776A (en) 2016-05-23
TW201508131A (en) 2015-03-01
GB201307658D0 (en) 2013-06-12
WO2014177835A1 (en) 2014-11-06

Similar Documents

Publication Publication Date Title
TWI621753B (en) A railway rail fastening clip and railway rail fastening assembly
ES2819974T3 (en) Method of producing a die cast product, die cast product and press device
TWI612244B (en) Sealing material
US9017798B2 (en) Press-formed product
US10590642B2 (en) Fastening rail and concrete element having a fastening rail
KR20130086174A (en) Metal seal
JP2009534601A (en) Static pressure profile rail guide
CN107956771A (en) Clip with floating support part
US10065687B2 (en) Composite material structure
ITTO20080545A1 (en) STRUCTURAL ELEMENT WITH CALCULATED STIFFNESS, WITH ABSORPTION CHARACTERISTICS AND INTERSTIZED COVERAGE
CN102892960A (en) Profile element
WO2015118571A1 (en) Railroad-vehicle body
EP3224123A1 (en) Aerodynamic device for reducing the drag of terrestrial vehicles
TWI526632B (en) A track member and a motion guiding device using the rail member
US8480341B2 (en) Nut retainer cage
CN102858569B (en) For keeping the maintenance lath with location sealing device
JP6639118B2 (en) Hook bolt and hook bolt unit
CN206017351U (en) Polygon clip
AU2014336365B2 (en) Angled guide plate for a rail profile
CN201706176U (en) Sectional bar for rolling rectangular torsional springs with large sections
TWI682104B (en) Mobile guiding device
JP2017160644A (en) Manufacturing method of joint member, joint member, and expansion device
RU184407U9 (en) Flexible transition guard
RU218403U1 (en) Intermediate rail fastening terminal
US9651113B2 (en) Silent chain