TW201508131A - A railway rail fastening clip and railway rail fastening assembly - Google Patents
A railway rail fastening clip and railway rail fastening assembly Download PDFInfo
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- TW201508131A TW201508131A TW103115110A TW103115110A TW201508131A TW 201508131 A TW201508131 A TW 201508131A TW 103115110 A TW103115110 A TW 103115110A TW 103115110 A TW103115110 A TW 103115110A TW 201508131 A TW201508131 A TW 201508131A
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
- E01B9/28—Fastening on wooden or concrete sleepers or on masonry with clamp members
- E01B9/30—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
- E01B9/303—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
- E01B9/32—Fastening on steel sleepers with clamp members
- E01B9/34—Fastening on steel sleepers with clamp members by resilient steel clips
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/44—Fastening the rail on the tie-plate
- E01B9/46—Fastening the rail on the tie-plate by clamps
- E01B9/48—Fastening the rail on the tie-plate by clamps by resilient steel clips
- E01B9/483—Fastening the rail on the tie-plate by clamps by resilient steel clips the clip being a shaped bar
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Connection Of Plates (AREA)
- Clamps And Clips (AREA)
Abstract
Description
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, particularly but not exclusively to a rail fastener that includes a portion of the radius of curvature that can be varied.
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 known, for example as described in GB 1510224A. Figures 1, 2 and 3 of the drawings show an existing rail buckle set as disclosed in GB 1510224A.
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 GB 1510224 A, the Applicant proposes a rail fastener aspect having a first portion 1, a second curved portion 2, a third portion 3, a fourth curved portion 4, and a fifth portion 5. When the fastener is used, the fifth portion 5 is pressed against the track base and extends in a direction substantially parallel to the longitudinal axis of the track. The first portion 1 engages a passage in the fastener anchoring device and the third portion 3 is pressed against 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。 In use, the rail fastener is in a stressed state to press against the rail base and hold the rail in a fixed position. In particular, the fastener is subjected to vertical loads on the first, third and fifth portions and causes stress in the fastener. In addition, the fastener may be subjected to a lateral load in the direction perpendicular to the longitudinal axis of the track, for example when the train crosses the track When the fastener is pressed down. This lateral 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 stresses 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, it is an object of the present invention to provide a rail fastener that can withstand the stresses 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 according to an aspect of the present invention includes an elastic metal rod, the rod body including: a first portion starting from an end of the rod body; a second portion; a third portion; a fourth portion; and a fifth portion ending at the other end of the shaft, wherein the second and fourth portions comprise a reverse bend when the fastener is viewed from above in the mounting structure, The third and fifth portions are presented on opposite sides of the first partial spindle, wherein the fourth portion includes first and second sub-portions, a centerline of the first and second sub-portions The planes defined by the fourth portion each have first and second radii of curvature, the first radii of curvature being greater than the second radii of curvature.
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 in the third portion And between the second sub-portions 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 at or near the geometric apex of the fourth portion. The second sub-portion of the fourth portion may be spaced by a midpoint of the fourth portion. The midpoint may be located at half between the third and the fifth portion. 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 subsection 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 greater 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 sub-portion of the fourth portion may be adjacent to the fifth portion, for example, the third sub-portion is located between the second sub-portion and the fifth portion.
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 greater than half the distance between the third and the fifth portion of the center line. The first radius of curvature may be greater than or equal to 55% of the distance between the lines of the third and fifth portions. The first radius of curvature may be greater than or equal to 60% of the distance between the lines 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 less than half the distance between the lines of the third and fifth portions. The second radius of curvature may be less than or equal to 45% of the distance between the lines of the third and fifth portions. The second radius of curvature may be less than or equal to 40% of the distance between the lines 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 third and the fifth portion of the center line may be measured from the third and the fifth portion adjacent to an 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 can be a shape that is substantially in a plane. The plane of the fourth portion has an angle with respect to the horizontal plane when the rail fastener is in the mounting structure.
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 having a length less than 20 times its thickness. In particular, the shaft may have a length that is 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 radius of curvature can be applied to the center line of the shaft.
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 zone between the first and second sub-portions of the fourth portion can be located at either end away from the fourth portion.
一種鐵軌扣組,可包括前述鐵軌扣件。 A rail buckle set may include the aforementioned rail fastener.
1‧‧‧第一部分 1‧‧‧Part 1
2‧‧‧第二彎曲部分 2‧‧‧second bend
3‧‧‧第三部分 3‧‧‧Part III
4‧‧‧第四彎曲部分 4‧‧‧fourth bend
5‧‧‧第五部分 5‧‧‧Part 5
10‧‧‧扣件 10‧‧‧fasteners
11‧‧‧第一部分 11‧‧‧Part 1
12‧‧‧第二部分 12‧‧‧Part II
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 IV
14a‧‧‧子部分 14a‧‧‧Subsection
14b‧‧‧子部分 14b‧‧‧subsection
14c‧‧‧子部分 14c‧‧‧ subsection
14a'‧‧‧曲率半徑 14a'‧‧‧ radius of curvature
14b'‧‧‧曲率半徑 14b'‧‧‧ radius of curvature
14c'‧‧‧曲率半徑 14c'‧‧‧ radius of curvature
14a"‧‧‧角度 14a"‧‧‧ angle
14b"‧‧‧角度 14b"‧‧‧ angle
14c"‧‧‧角度 14c"‧‧‧ angle
15‧‧‧第五部分 15‧‧‧Part 5
15a‧‧‧扁平面 15a‧‧‧flat surface
20‧‧‧桿體 20‧‧‧ rod body
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‧‧‧ segments
12-13‧‧‧線段 12-13‧‧‧ segments
13-14‧‧‧線段 13-14‧‧‧ segments
14-15‧‧‧線段 14-15‧‧‧ segments
14a-14b‧‧‧過渡區 14a-14b‧‧‧Transition zone
14b-14c‧‧‧過渡區 14b-14c‧‧‧Transition zone
A‧‧‧第一末端 A‧‧‧ 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 zone
MS‧‧‧中應力區 MS‧‧‧Medium stress zone
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))。 BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a side elevational view of a conventional rail fastener in the direction of arrow I in FIG. 2; FIG. 2 is an end view of the same fastener in the direction of arrow II in FIG. Figure 4 is a side elevational view of the rail fastener according to the embodiment of the present invention in the direction of arrow V in Figure 5; Figure 5 is a view showing the fastener according to the embodiment of the present invention in the direction of arrow IV in Figure 4 of Figure 6 is a plan view showing a fastener according to an embodiment of the present invention; Figure 7 is a schematic view showing a plane defined by a fastener in a vertical fourth portion according to an embodiment of the present invention (the first portion 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 according to the embodiment of the present 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A的第一末端起始的第一部分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。 Referring to Figures 4, 5, 6 and 7, a rail fastener 10 in accordance with an embodiment of the present invention includes a shank 20 comprising, from its first end A to a second end B, a first portion of the shank A The first portion 11 of the end of the end; 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 shaft 20. As shown in Figure 6, the partial intersections are approximately marked by line segments 11-12, 12-13, 13-14, 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 lines. Conversely, when the fastener is viewed from above when the structure is mounted (as shown in FIG. 6), the second and fourth portions 12, 14 comprise reverse bends, and the third and fifth portions 13, 15 are presented in the first portion 11. On opposite sides of line 21. In other words, the average radius of curvature of the fourth portion 14 is greater 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 Figure 4, the centerline 24 of the fourth portion 14 is substantially in a plane P having an angle with respect to the horizontal plane H in the mounting structure. (Fig. 7 is a view of the fourth portion 14 when perpendicular to the fourth partial plane P.) Therefore, the third portion 13 may include a neighbor The sub-portion 13a of the second portion 12 is adjacent, and the sub-portion 13b adjacent to the fourth portion 14. The sub-portions 13a, 13b can be bent, for example, in different planes to provide a transition zone from the second portion 12 to the fourth portion 14. For example, the sub-portion 13b can be bent from the plane of the second portion 12 to the plane P where the substantially fourth portion is 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 against a track (not shown) either directly or by an insulator. The fifth portion 15 can include a flat surface 15a for contacting the track. The third portion 13 can be pressed against an anchoring device (not shown) and the first portion 11 can be located in the receiving portion, such as the aperture of the anchoring device. Alternatively, the fasteners 10 can be oriented opposite when the third and fifth portions 13, 15 are each pressed against the track and anchoring device.
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 shaft 20 can be deformed when installed to provide a force against the track. Therefore, the rod 20 can be made of metal, such as an elastic metal. The fastener 10 can be formed by bending the rod body 20 about one or more times. In terms of size, the rod 20 can have a length that is 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 seen in Figure 7, the fourth portion 14 includes first and second sub-portions 14a, 14b, and the first sub-portion 14a of the fourth portion 14 can be located in the third portion 13 and the second sub-portion of the fourth portion 14. Between 14b. Therefore, the first sub-portion 14a of the fourth portion 14 can be adjacent to the third portion 13. The second sub-portion 14b of the fourth portion 14 can be located at or near the geometric apex of the fourth portion 14, such as at the farthest from the third and/or fifth portions 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 will be appreciated that the transition regions 14a-14b between the first and second sub-portions 14a, 14b of the fourth portion 14 are located at either end away from the fourth portion 14. Over The crossings 14a-14b can be located at or near the geometric vertices 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 centerlines 24a, 24b of the first and second sub-portions 14a, 14b each have first and second radii of curvature 14a', 14b' 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 body 20 correspond to segments that pass substantially through the center of the shaft.) First radius of curvature 14a' It is larger than the second radius of curvature 14b'.
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 can further include a third sub-portion 14c, but in other arrangements (not shown), the third sub-portion can be omitted. The third sub-portion 14c of the fourth portion 14 can be located between the fifth portion 15 and the second sub-portion 14b of the fourth portion 14. The third sub-portion 14c of the fourth portion 14 can be adjacent to the fifth portion 15. Alternatively, in the case where the third sub-portion 14c is omitted, the second sub-portion 14b of the fourth portion 14 may be adjacent to the fifth portion 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 will be appreciated that the transition regions 14b-14c between the second and third sub-portions 14b, 14c of the fourth portion 14 are located at either end away 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 subsection 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' may be greater than half the distance D between the centerlines 23, 25 of the third and fifth portions 13, 15, wherein the third and fifth portions 13, 15 meet the fourth portion 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 smaller than the center line of the third and fifth portions 13, 15 Half of the distance D between 23 and 25. 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 Figure 7, the first angle 14a" opposite the first portion 14a can be greater than the second angle 14b" opposite the second portion 14b. Similarly, the third angle 14c" that the third portion 14c opposes may be greater than the second angle 14b" that the second portion 14b opposes. 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 Figure 7, the length of the arc of the first sub-portion 14a formed along the centerline 24a may be greater than the length of the arc of the second sub-portion 14b. Similarly, the length of the arc of the third sub-portion 14c formed along the center line 24c may be greater than the length of the arc of the second sub-portion 14b. The length of the arc of the first sub-portion 14a formed along the center line 24a may be greater than the length of the arc 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 particular example, the first, second, and third sub-portions 14a, 14b, 14c of the fourth portion 14 each have an inner radius of curvature of about 40 mm, 20 mm, and 40 mm, that is, the center of rotation to the inner edge of the shaft 20. The radius of curvature. (In other words, the radius formed by the bending of the rod forming sub-portions 14a, 14b, 14c.) In a particular example, the rod 20 has a diameter of 19 mm. Therefore, the first, second, and third radii of curvature 14a', 14b', 14c' measured from the respective rotation centers to the center lines 24a, 24b, 24c of the respective rod bodies 20 are approximately 49.5 mm, 29.5 mm, respectively. And 49.5mm. The distance D between the center line 23 of the third portion 13 of the fourth portion 14 of the intersection to the center line 25 of the fifth portion 15 of the fourth portion 14 of the intersection 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 particular example, the first sub-portion 14a can be approximately 70 ± 10 The first angle 14a" of the degree is opposite, the second sub-portion 14b can be opposed by the second angle 14b" of about 55 ± 10 degrees, and the third sub-portion 14c can be by about 55 ± 10 degrees The three angles 14c" are opposite. However, it will be appreciated that other angles may be used for the first, second and third subsections.
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) depicts the stress contours of the third and fourth portions 3, 4 of a conventional rail fastener via a given bend. The aforementioned bend includes a vertical component that includes a static bend applied to the fastener after installation, and a dynamic lateral component that can occur when the train passes through a portion of the track in which the fastener is pressed. As shown, in the fourth portion 4 there are low, medium and high stress regions LS, MS, HS. In particular, the high stress region HS is located in the region of the fourth portion 4 facing 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。 Conversely, Figure 8(b) depicts the equivalent stress contours of the third and fourth portions 13, 14 of the rail fastener in accordance with an embodiment of the present invention that is curved as shown in Figure 8(a). As shown, there are low and medium stress regions LS, MS in the fourth region 14, but embodiments of the present invention do not have high stress regions. The fastener of the present invention better disperses the dynamic stresses surrounding the third and fourth portions, and the fastener is subjected to a lower maximum dynamic stress.
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 thus effectively reduces the stress in the fourth portion 14. In turn, a more reliable rail fastener can be provided and/or the diameter of the fastener can be reduced, thereby saving material.
10‧‧‧扣件 10‧‧‧fasteners
14a‧‧‧子部分 14a‧‧‧Subsection
14b‧‧‧子部分 14b‧‧‧subsection
14c‧‧‧子部分 14c‧‧‧ subsection
14a'‧‧‧曲率半徑 14a'‧‧‧ radius of curvature
14b'‧‧‧曲率半徑 14b'‧‧‧ radius of curvature
14c'‧‧‧曲率半徑 14c'‧‧‧ radius of curvature
14a"‧‧‧角度 14a"‧‧‧ angle
14b"‧‧‧角度 14b"‧‧‧ angle
14c"‧‧‧角度 14c"‧‧‧ angle
24a‧‧‧中線 24a‧‧ midline
24b‧‧‧中線 24b‧‧‧ midline
24c‧‧‧中線 24c‧‧ midline
13-14‧‧‧線段 13-14‧‧‧ segments
14-15‧‧‧線段 14-15‧‧‧ segments
14a-14b‧‧‧過渡區 14a-14b‧‧‧Transition zone
14b-14c‧‧‧過渡區 14b-14c‧‧‧Transition zone
D‧‧‧距離 D‧‧‧Distance
Claims (16)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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GB1307658.3A GB2513565B (en) | 2013-04-29 | 2013-04-29 | A Railway Rail Fastening Clip |
??1307658.3 | 2013-04-29 |
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TW201508131A true TW201508131A (en) | 2015-03-01 |
TWI621753B TWI621753B (en) | 2018-04-21 |
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TW103115110A TWI621753B (en) | 2013-04-29 | 2014-04-28 | A railway rail fastening clip and railway rail fastening assembly |
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JP (1) | JP6143400B2 (en) |
GB (1) | GB2513565B (en) |
HK (1) | HK1198187A1 (en) |
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WO (1) | WO2014177835A1 (en) |
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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 |
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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 |
DE1534017A1 (en) * | 1966-03-18 | 1969-05-29 | Baeseler Dr Ing Wolfgang | Screwless spring rail fastening |
AU450012B2 (en) * | 1970-11-25 | 1974-06-12 | A device for holding downthe rail tothe sleeper | |
GB1497908A (en) * | 1975-05-07 | 1978-01-12 | Pandrol Ltd | Railway rail-fastening clip and a method and an apparatus for making a railway rail-fastening clip |
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 |
TWM330310U (en) * | 2007-10-26 | 2008-04-11 | Tiger Steel Co Ltd | Rail fastener with release prevention |
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2013
- 2013-04-29 GB GB1307658.3A patent/GB2513565B/en active Active
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2014
- 2014-03-27 JP JP2016504754A patent/JP6143400B2/en active Active
- 2014-03-27 WO PCT/GB2014/050988 patent/WO2014177835A1/en active Application Filing
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GB201307658D0 (en) | 2013-06-12 |
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JP6143400B2 (en) | 2017-06-07 |
GB2513565A (en) | 2014-11-05 |
JP2016514776A (en) | 2016-05-23 |
TWI621753B (en) | 2018-04-21 |
WO2014177835A1 (en) | 2014-11-06 |
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