JP2511764Y2 - Leaf spring for PC fastening device - Google Patents

Leaf spring for PC fastening device

Info

Publication number
JP2511764Y2
JP2511764Y2 JP1989153067U JP15306789U JP2511764Y2 JP 2511764 Y2 JP2511764 Y2 JP 2511764Y2 JP 1989153067 U JP1989153067 U JP 1989153067U JP 15306789 U JP15306789 U JP 15306789U JP 2511764 Y2 JP2511764 Y2 JP 2511764Y2
Authority
JP
Japan
Prior art keywords
spring
leaf spring
rail
fastening device
fastening
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Lifetime
Application number
JP1989153067U
Other languages
Japanese (ja)
Other versions
JPH0389701U (en
Inventor
誠 石田
弘 熊崎
修 若月
健 平井
茂實 林
常夫 鵜飼
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Railway Technical Research Institute
Original Assignee
Railway Technical Research Institute
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 Railway Technical Research Institute filed Critical Railway Technical Research Institute
Priority to JP1989153067U priority Critical patent/JP2511764Y2/en
Publication of JPH0389701U publication Critical patent/JPH0389701U/ja
Application granted granted Critical
Publication of JP2511764Y2 publication Critical patent/JP2511764Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、鉄道軌道においてレールをコンクリートま
くらぎ支承体に弾性的で強固に、かつ、確実に締結する
PC締結装置用板ばねに関するものである。(ただし、本
考案でいう『PC』とは『プレストレストコンクリート』
の意味で用いる。よって、『PC締結装置』は『プレスト
レストコンクリートまくらぎ用レール締結装置』の意味
である。) 〔従来の技術〕 従来のコンクリートまくらぎ用レール締結装置は、第
5図に示すように、コンクリートまくらぎ支承体1上に
軌道パッド2を介してレール3が、板ばね4と締結ボル
ト5及び座金6によって弾性的に締結されている。板ば
ね4を構成している下ばねの先端部4aは、レール底部上
面3aと同側面3bに直接密着して、列車荷重による横圧を
下ばねで受けてばね尻弯曲部に直接作用させる構造とし
ている。また、締結ボルト5用の穴は、軌間の調節量を
見越して長穴となるように穿孔されている。
[Detailed Description of the Invention] [Industrial field of application] The present invention is to securely and securely fasten a rail to a concrete sleeper support on a railway track.
The present invention relates to a leaf spring for a PC fastening device. (However, "PC" in the present invention means "prestressed concrete"
Used in the sense of. Therefore, "PC fastening device" means "rail fastening device for prestressed concrete sleepers". [Conventional Technology] As shown in FIG. 5, a conventional rail fastening device for concrete sleepers has a rail 3, a leaf spring 4, and a fastening bolt 5 on a concrete sleeper support 1 via a track pad 2. And is fastened elastically by washers 6. The tip portion 4a of the lower spring that constitutes the leaf spring 4 is in close contact with the rail bottom upper surface 3a and the same side surface 3b, and the lower spring receives the lateral pressure due to the train load to directly act on the spring bottom curved portion. I am trying. Further, the holes for the fastening bolts 5 are bored so as to be elongated holes in consideration of the gauge adjustment amount.

〔考案が解決しようとしている課題〕[Problems that the device is trying to solve]

このように第5図の方式のものは、列車荷重による横
圧を下ばねで受けてばね尻弯曲部に直接作用させる構造
としている。板ばね4の横ばね定数は、断面2次モーメ
ントによって理論的に支配されるが、所期締付時にばね
尻弯曲部に発生する最大応力から断面係数が選定される
ため、横ばね定数は比較的大きな値となる。このため、
列車荷重による横圧がほとんど分散されないままばね尻
弯曲部に作用するため、ばね尻弯曲部を支えている他の
構成部材を損傷するなどの不具合も考えられる。また、
断面2次モーメントあるいは断面係数に影響する下ばね
の締結ボルト5用の穴は、軌間の調節量を見越して長穴
とされているが、締結ボルト5との干渉がない限り下ば
ねの同一平面内に穿孔されるのが通例である。
As described above, the system of FIG. 5 has a structure in which the lower spring receives the lateral pressure due to the train load and directly acts on the curved portion of the spring tail. The lateral spring constant of the leaf spring 4 is theoretically governed by the second moment of area, but the lateral spring constant is compared because the sectional modulus is selected from the maximum stress that occurs in the curved portion of the spring tail during the intended tightening. It becomes a very large value. For this reason,
Since the lateral pressure due to the train load acts on the bent portion of the spring tail without being almost dispersed, there is a possibility that other components supporting the bent portion of the spring tail are damaged. Also,
The hole for the fastening bolt 5 of the lower spring that affects the second moment of area or the section modulus is a long hole in consideration of the adjustment amount of the gauge. It is typically perforated within.

なお、第6図の方式のように、板ばね4、横押えばね
4x、円形ばね4yの異なった3種類のばねを用いる締結方
式によって、横ばね定数の低減が図られているものもあ
るが、この方式のものは構成部材が多く施工時の取扱い
が煩雑となり、材料費や施工費が増大する。
In addition, as in the method of FIG. 6, the leaf spring 4, the lateral presser spring
There are some fastening methods that use three different springs, 4x and circular spring 4y, to reduce the lateral spring constant, but this method has many components and the handling during construction is complicated, Material costs and construction costs increase.

〔課題を解決しようとする手段〕[Means to solve the problem]

本考案は、この欠点を一掃するため、板ばね4を構成
する下ばねの先端部4aで、レール底部上面3a及び同側面
3bに直接密着する部分の板幅中央の一部が、締結ボルト
5用の穴の長径側と連続して穿孔されている形状とす
る。また、穿孔部を除く板幅方向の全面が、レール底部
上面3a及び同側面3bに直接密着して、列車荷重による横
圧を下ばねで直接受けて、ばね尻弯曲部に作用する横ば
ね形式のものとする。このように、横圧を直接受けるレ
ール底部上面3a及び同側面3bに密着する部分を穿孔し
て、横圧と横ばね定数の低減並びに他の構成部材の損傷
防止を目的とした事例は見当たらない。
In order to eliminate this drawback, the present invention uses the tip 4a of the lower spring that constitutes the leaf spring 4, the rail bottom upper surface 3a and the same side surface.
Part of the center of the plate width of the portion that directly contacts 3b is formed so as to be continuously drilled with the long diameter side of the hole for the fastening bolt 5. In addition, the entire surface in the plate width direction excluding the perforated portion is in direct contact with the rail bottom upper surface 3a and the same side surface 3b, and the lower spring directly receives the lateral pressure due to the train load and acts on the spring tail curved portion. It is assumed that In this way, there are no cases where holes for directly contacting the lateral pressure, which are in close contact with the rail bottom surface 3a and the side surface 3b, are punched to reduce the lateral pressure and lateral spring constant and prevent damage to other components. .

本考案は、コンクリートまくらぎ支承体1にレール3
を弾性的で強固に、かつ、確実に締結し安定したレール
押え力を保持するとともに、列車荷重による横圧を直接
受けて緩衝効果をより高める構造としたPC締結装置用板
ばねを提供するものである。
The present invention comprises a concrete sleeper support 1 and a rail 3
To provide a leaf spring for a PC fastening device which is structured to elastically and firmly and securely fasten the rail to hold a stable rail pressing force and to directly receive the lateral pressure due to the train load to further enhance the cushioning effect. Is.

〔作用〕[Action]

レール弾性締結用の板ばね4を構成する下ばねの先端
部4aは、レール底部上面3aと同側面3bに接触部で隙間な
く、しかも、穿孔部を除いた板幅が有効に使われて直接
密着するため、列車荷重からの横圧を下ばねが直接受け
てばね尻弯曲部に作用するため、コンクリートまくらぎ
支承体1とレール3との回転抵抗の増強が図られて、直
角狂いが少なくなる。しかも、下ばねの横圧を直接受け
るレール底部側面3bに接触する部位の垂直方向の板幅中
央の一部を穿孔しため、断面2次モーメントが小さくな
り横ばね定数は低減され、かつ、同部位での横圧が分散
されてばね尻弯曲部に作用する横圧が軽減される。
The tip 4a of the lower spring that constitutes the leaf spring 4 for elastically fastening the rail has no gap at the contact portion with the rail bottom upper surface 3a and the same side surface 3b, and the plate width excluding the perforated portion is effectively used to directly Because of the close contact, the lower spring directly receives the lateral pressure from the train load and acts on the curved portion of the spring buttocks, increasing the rotation resistance between the concrete sleeper support 1 and the rail 3 and reducing the right angle deviation. Become. Moreover, a part of the vertical plate width center of the portion that comes into contact with the rail bottom side surface 3b that directly receives the lateral pressure of the lower spring is bored, so that the second moment of area is reduced and the lateral spring constant is reduced. The lateral pressure at the part is dispersed, and the lateral pressure acting on the curved portion of the spring tail is reduced.

〔実施例〕〔Example〕

以下、本考案の実施例を図面に基づいて具体的に説明
する。
Hereinafter, embodiments of the present invention will be specifically described with reference to the drawings.

第1図、第2図、第3図及び第4図は、請求項に述べ
た実施例である。
FIGS. 1, 2, 3, and 4 are the embodiments described in the claims.

第1図は、鉄道軌道の片側レール3で締結前の板ばね
4の片方の在姿状態を示す。板ばね4を構成する下ばね
の先端部4aは、レール底部上面3aと同側面3bとに容易に
接触するような形状とし、A-A切断面図に示すように、
レール底部上面3a及び同側面3bに直接接触する部位で、
板幅中央の一部が締結ボルト5用の穴の長径側と連続し
て穿孔された形状としている。また、板ばね4のばね尻
弯曲部はこれを支える他の構成部材との間に全面が接触
するような曲率を設けている。
FIG. 1 shows an existing state of one of the leaf springs 4 on one rail 3 of the railroad track before fastening. The tip 4a of the lower spring constituting the leaf spring 4 is shaped so as to easily come into contact with the rail bottom upper surface 3a and the same side surface 3b, and as shown in the AA sectional view,
At a portion that directly contacts the rail bottom upper surface 3a and the same side surface 3b,
A part of the center of the plate width is formed so as to be continuously drilled with the long diameter side of the hole for the fastening bolt 5. Further, the spring tail curved portion of the leaf spring 4 is provided with a curvature such that the entire surface is in contact with other constituent members that support it.

第2図は、第1図の状態の板ばね4を締結ボルト5と
座金6によって、所定の緊締条件で締結したときの状態
を示している。上ばねは下ばねの先端部4aとレール底部
上面3aの両方に接触するか、あるいは、下ばねの先端部
4aに確実に接触する。板ばね4は、レール3をコンクリ
ートまくらぎ支承体1に、軌道パッド2を介して弾性的
に締結する。
FIG. 2 shows a state in which the leaf spring 4 in the state of FIG. 1 is fastened by the fastening bolt 5 and the washer 6 under a predetermined tightening condition. The upper spring contacts both the lower spring tip 4a and the rail bottom top surface 3a, or the lower spring tip 4a
Make sure to contact 4a. The leaf spring 4 elastically fastens the rail 3 to the concrete sleeper support 1 via the track pad 2.

列車荷重による横圧は、下ばねの先端部4aで直接受け
られてばね尻弯曲部に作用する。下ばねの先端部4aはレ
ール底部上面3aと同側面3bとに接触部では隙間なく直接
密着し、また、ばね尻弯曲部もこれを支持する他の構成
部材との間で全面が接触しているため、列車荷重に対し
てレール3とコンクリートまくらぎ支承体1との回転抵
抗が大きくなる。しかも、下ばねの先端部4aはレール底
部側面3bに接触する部位で、垂直方向の板幅中央の一部
を穿孔したことによって同部位の横圧が分散されるた
め、ばね尻弯曲部に作用する横圧は軽減される。
The lateral pressure due to the train load is directly received by the tip end portion 4a of the lower spring and acts on the spring tail curved portion. The tip 4a of the lower spring is in close contact with the rail bottom upper surface 3a and the same side surface 3b without any gap at the contact portion, and the spring tail curved portion is also in full contact with other constituent members supporting it. Therefore, the rolling resistance between the rail 3 and the concrete sleeper support 1 with respect to the train load increases. Moreover, the tip end 4a of the lower spring is a portion that comes into contact with the side surface 3b of the rail bottom, and the partial pressure at the center of the plate width in the vertical direction is drilled to distribute the lateral pressure at that portion, which acts on the curved portion of the spring tail. Lateral pressure is reduced.

第3図及び第4図は、鉄道軌道の片側レール3の1組
当りの締結装置と、その締結状態について本考案の実施
例を示すもので、コンクリートまくらぎ支承体1に軌道
パッド2を介し、レール3を板ばね4と締結ボルト5及
び座金6によって弾性的に締結する。板ばね4は列車か
らの繰返し荷重とレール3の長手方向に作用するレール
軸力に対して、弾力的な抵抗力として作用する。
FIGS. 3 and 4 show a fastening device for one set of one side rail 3 of a railroad track and an embodiment of the present invention with respect to the fastening state thereof, in which a concrete sleeper support 1 is provided with a track pad 2 interposed therebetween. The rail 3 is elastically fastened to the leaf spring 4 by the fastening bolt 5 and the washer 6. The leaf spring 4 acts as an elastic resistance force against the repeated load from the train and the rail axial force acting in the longitudinal direction of the rail 3.

〔考案の効果〕[Effect of device]

本考案に係るPC締結装置用板ばねを鉄道軌道において
使用すれば、レール6をコンクリートまくらぎ支承体1
に弾性的で強固に、かつ、確実に締結し得る。しかも、
板ばね4を構成する下ばねの先端部4aは、板幅中央の穿
孔部を除いた両端がレール底部上面3a及び同側面3bに接
触部において隙間なく直接密着し、板ばね4の板幅が有
効に使われるためレール3とコンクリートまくらぎ支承
体1との回転抵抗が大きくなり、直角狂いが少なく軌道
の安定性に大きく寄与する。
If the leaf spring for the PC fastening device according to the present invention is used in a railroad track, the rail 6 is fixed to the concrete sleeper support 1
It can be securely and firmly fastened. Moreover,
The tip end portion 4a of the lower spring that constitutes the leaf spring 4 has its both ends, except for the perforated portion at the center of the leaf width, directly contacting the rail bottom upper surface 3a and the same side surface 3b without a gap at the contact portion, and the leaf spring 4 has a width of Since it is used effectively, the rolling resistance between the rail 3 and the concrete sleeper support 1 is increased, and the right angle deviation is small, which greatly contributes to the stability of the track.

また、下ばねの先端部4aで垂直方向の板幅中央の一部
が、締結ボルト5用の穴の長径側と連続して穿孔されて
いるため、横ばね定数が低減し同部位で横圧が分散され
る。このため、ばね尻弯曲部に作用する横圧が軽減さ
れ、列車荷重によって生ずる比較的大きな横圧にも耐え
られるPC締結装置用板ばねである。
In addition, since a part of the vertical plate width center at the tip end portion 4a of the lower spring is continuously bored with the long diameter side of the hole for the fastening bolt 5, the lateral spring constant is reduced and the lateral pressure at the same portion is reduced. Are dispersed. For this reason, the lateral pressure acting on the curved portion of the spring tail is reduced, and the leaf spring for the PC fastening device can withstand a relatively large lateral pressure generated by the train load.

【図面の簡単な説明】[Brief description of drawings]

第1図は片側レールの片方に、本考案による締結前の板
ばねの在姿状態を示す正面図で、第2図は同じく片側レ
ールの片方に、本考案によるPC締結装置用板ばねを締結
したときの正面図を示すものである。 第3図及び第4図は、本考案によるPC締結装置用板ばね
の締結時の平面図及び正面図である。 第5図及び第6図は、コンクリートまくらぎ支承体に使
用されている従来の弾性締結装置の正面図で、第5図は
二重ばね形式のものを示し、第6図は異なった3種類の
ばねで構成される形式の弾性締結装置の図である。 1……コンクリートまくらぎ支承体、2……軌道パッ
ド、3……レール、3a……レール底部上面、3b……レー
ル底部側面、4……板ばね、4a……下ばねの先端部、4x
……横押えばね、4y……円形ばね、5……締結ボルト、
6……座金。
FIG. 1 is a front view showing a state in which a leaf spring according to the present invention is present on one side rail before fastening, and FIG. 2 is also fastening a leaf spring for a PC fastening device according to the present invention on one side rail. It is a front view when doing. 3 and 4 are a plan view and a front view of a leaf spring for a PC fastening device according to the present invention when the leaf spring is fastened. 5 and 6 are front views of a conventional elastic fastening device used for a concrete sleeper support, FIG. 5 shows a double spring type, and FIG. 6 shows three different types. FIG. 7 is a view of an elastic fastening device of the type configured with the spring of FIG. 1 ... Concrete sleeper support, 2 ... Track pad, 3 ... Rail, 3a ... Rail bottom upper surface, 3b ... Rail bottom side surface, 4 ... Leaf spring, 4a ... Lower spring tip, 4x
...... Side presser spring, 4y ...... Circular spring, 5 ...... Fastening bolt,
6 ... Washer.

フロントページの続き (72)考案者 林 茂實 愛知県豊川市麻生田町馬見塚19番地の2 (72)考案者 鵜飼 常夫 愛知県豊橋市大脇町字大脇ノ谷74番地の 289 審査官 川島 陵司Front page continuation (72) Shigeru Hayashi 19 19 Mamitsuka, Asoda-cho, Toyokawa-shi, Aichi Prefecture 2 (72) Inventor Tsuneo Ukai 289 Examiner, Ryoji Kawashima, 74, Owaki-noya, Owaki-cho, Toyohashi-shi, Aichi Prefecture

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】コンクリートまくらぎ支承体に使用される
レール弾性締結用の板ばねにおいて、レール底部上面及
び同側面に直接密着する部分の板ばねの板幅中央の一部
が、締結ボルト用の穴の長径側と連続して穿孔されてい
ることを特徴とするPC締結装置用板ばね。
1. A leaf spring for elastic rail fastening used in a concrete sleeper support, wherein a portion of the leaf spring center portion of the leaf spring which is in direct contact with the rail top surface and the side surface is used for fastening bolts. A leaf spring for a PC fastening device, characterized in that it is continuously drilled on the long diameter side of the hole.
JP1989153067U 1989-12-27 1989-12-27 Leaf spring for PC fastening device Expired - Lifetime JP2511764Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989153067U JP2511764Y2 (en) 1989-12-27 1989-12-27 Leaf spring for PC fastening device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989153067U JP2511764Y2 (en) 1989-12-27 1989-12-27 Leaf spring for PC fastening device

Publications (2)

Publication Number Publication Date
JPH0389701U JPH0389701U (en) 1991-09-12
JP2511764Y2 true JP2511764Y2 (en) 1996-09-25

Family

ID=31699293

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989153067U Expired - Lifetime JP2511764Y2 (en) 1989-12-27 1989-12-27 Leaf spring for PC fastening device

Country Status (1)

Country Link
JP (1) JP2511764Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008019649A (en) * 2006-07-13 2008-01-31 East Japan Railway Co Rail fastening device with pedestal slipping-out preventive mechanism

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6544829B2 (en) * 2016-03-19 2019-07-17 公益財団法人鉄道総合技術研究所 Rail fastening device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63156204U (en) * 1987-03-30 1988-10-13
JPH01176103U (en) * 1988-05-31 1989-12-15

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008019649A (en) * 2006-07-13 2008-01-31 East Japan Railway Co Rail fastening device with pedestal slipping-out preventive mechanism

Also Published As

Publication number Publication date
JPH0389701U (en) 1991-09-12

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