JPH06306803A - Buckling prevention device of rail and molding method of buckling prevention metal fittings - Google Patents
Buckling prevention device of rail and molding method of buckling prevention metal fittingsInfo
- Publication number
- JPH06306803A JPH06306803A JP11897693A JP11897693A JPH06306803A JP H06306803 A JPH06306803 A JP H06306803A JP 11897693 A JP11897693 A JP 11897693A JP 11897693 A JP11897693 A JP 11897693A JP H06306803 A JPH06306803 A JP H06306803A
- Authority
- JP
- Japan
- Prior art keywords
- buckling prevention
- prevention metal
- metal fittings
- sleeper
- buckling
- 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.)
- Granted
Links
Landscapes
- Bending Of Plates, Rods, And Pipes (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、例えばバラスト道床に
おける軌道のカーブ区間等において、気温が上昇してレ
ールが伸長しカーブ外方に膨らみ、挫屈しようとするの
を防止するレールの挫屈防止装置のうち、特に木製の枕
木(木枕木)を使用した軌道の挫屈防止装置に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a buckling of a rail which prevents the rail from expanding and bending outward when the temperature rises and the rail expands outside the curve in a curved section of the track of a ballast bed. In particular, the present invention relates to an orbital buckling prevention device using a wooden sleeper (wooden sleeper).
【0002】[0002]
【従来の技術】レールは温度変化により伸縮作用をする
ため軸圧力が生じるので、レールを締結した枕木をバラ
スト道床に埋設固定させてある。特に、近年において
は、軌道の破壊を軽減し、列車の乗り心地を改善するも
のとして、定尺のレールを溶接して継目を無くしたロン
グレールが広く採用されている。2. Description of the Related Art Since rails expand and contract due to temperature changes, axial pressure is generated. Therefore, sleepers to which rails are fastened are buried and fixed in a ballast bed. In particular, in recent years, long rails, in which fixed-length rails are welded to make them seamless, have been widely adopted as means for reducing the damage of tracks and improving the riding comfort of trains.
【0003】そして、この該ロングレール化による伸縮
作用を抑制するため、重量が大で締結の確実なコンクリ
ート製の枕木(PC枕木)を使用すると共に、急曲線中
のロングレールにおいては所要の道床横抵抗を確保する
ため、道床中における枕木の移動を阻止するようにした
各種の挫屈防止装置が採用されている。[0003] In order to suppress the expansion and contraction action due to the long rail, a concrete sleeper (PC sleeper) having a large weight and securely fastened is used, and a required roadbed for a long rail in a sharp curve. In order to secure lateral resistance, various anti-buckling devices that prevent movement of sleepers in the roadbed are used.
【0004】一方、木枕木の軌道でロングレールを設置
しようとする場合にも道床横抵抗力の増強は不可欠な条
件であることは同じであり、この様なケースに対して図
6及び図7に示すような挫屈防止金具1を木枕木2端部
に水平方向に貫通させたボルト3により取付けて該挫屈
防止金具1の巾広に形成された垂下部4をバラスト5内
に埋設し、道床横抵抗力を増強するようにした方式のも
のが一部で採用されている。On the other hand, it is the same that intensifying lateral roadbed lateral resistance is an indispensable condition when installing long rails on the track of wooden sleepers. The buckling prevention metal fitting 1 as shown in FIG. 2 is attached to the end of the wood sleeper 2 with the bolt 3 penetrating in the horizontal direction, and the wide hanging part 4 of the buckling prevention metal fitting 1 is embedded in the ballast 5. , Some of which are designed to increase the lateral resistance of the track.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、前記従
来のような挫屈防止金具1を木枕木2端部にボルト3に
より取付けるようにしたものでは、既に敷設された既設
の木枕木に水平なボルト孔を穿設することは困難である
ため、枕木交換の際に予め木枕木2の端部にボルト孔を
穿設し、挫屈防止金具1を取付けておいたものを準備し
ておき、旧枕木撤去後に該木枕木2を改めて設置しなけ
ればならないという問題がある。However, in the case where the buckling prevention metal fitting 1 as described above is attached to the end of the wooden sleeper 2 with the bolt 3, the horizontal bolt is attached to the existing wooden sleeper already laid. Since it is difficult to make a hole, a bolt hole is previously made at the end of the wood sleeper 2 when the sleeper is replaced, and a buckling prevention metal fitting 1 is attached to the old one. There is a problem that the sleeper 2 must be installed again after removing the sleeper.
【0006】[0006]
【課題を解決するための手段】そこで本発明では前記従
来の問題点に鑑みて為されたものであって、既設の木枕
木であっても該木枕木を取外すことなく容易に取付ける
ことができる挫屈防止装置を提供することを目的とす
る。Therefore, the present invention has been made in view of the above problems of the prior art, and even an existing wooden sleeper can be easily attached without removing the wooden sleeper. An object is to provide a buckling prevention device.
【0007】そのため該挫屈防止装置を、第1に軌間中
央部で相隣接する2本の枕木をまたいで架設する一対の
挫屈防止金具と該挫屈防止金具を枕木に固定するスクリ
ュースパイキと、挫屈防止金具同士を連結する連結ボル
トとで構成され、挫屈防止金具は枕木上面に当接させる
上部水平部と、該上部水平部端から枕木側面に添って垂
下する垂下部及び該垂下部下端から立ち上がるようしに
て垂直に折り曲げられ対向する枕木方向に延びる受圧部
とで構成され、上部水平部にはスクリュースパイキを螺
挿する螺子孔が穿設され、受圧部には連結ボルトを挿通
するボルト挿通孔が穿設されている構造とし、Therefore, firstly, the buckling prevention device comprises a pair of buckling prevention metal fittings which are installed across two sleepers which are adjacent to each other at the center of the gauge, and a screw spike which fixes the buckling prevention metal fittings to the sleepers. , The buckling prevention metal fittings are connected to each other, and the buckling prevention metal fittings contact the upper surface of the sleeper with an upper horizontal portion, and a hanging portion hanging from the end of the upper horizontal portion along the side surface of the sleeper and the hanging portion. It consists of a pressure receiving part that is bent vertically as it rises from the lower end of the part and extends toward the opposite sleeper.A screw hole for screwing a screw spike is bored in the upper horizontal part, and a connecting bolt is attached to the pressure receiving part. With a bolt insertion hole that is inserted,
【0008】第2に適宜な長さを有する一枚の平鋼板の
一端近傍に螺子孔を穿設し、他端近傍に長孔状のボルト
挿通孔を穿設した後、上部水平部となる螺子孔側を短
く、受圧部となるボルト挿通孔側を長く、かつ適宜な長
さを有する垂下部を形成するように略コ字状に折り曲
げ、然る後、垂下部の受圧部寄りを外側に180°折り
曲げて受圧部を垂直に立ち上げ、その先端を対向する枕
木方向に延在するようにしたことにより所期の目的を達
成するようにしたものである。Secondly, a screw hole is formed in the vicinity of one end of a flat steel plate having an appropriate length, and a long hole-shaped bolt insertion hole is formed in the vicinity of the other end, and then the upper horizontal portion is formed. The screw hole side is short, the bolt insertion hole side that is the pressure receiving part is long, and it is bent in a substantially U shape so as to form a hanging part having an appropriate length, and then the pressure receiving part side of the hanging part is outside. The pressure receiving part is vertically bent by 180 °, and the tip end is extended in the direction of the opposing sleepers to achieve the intended purpose.
【0009】[0009]
【実施例】以下、図面に示す実施例に基いて本発明を詳
細に説明する。10は挫屈防止装置であって、軌間中央
部で相隣接する2本の木枕木20,20をまたいで架設
する一対の挫屈防止金具11,11と、該挫屈防止金具
11,11を木枕木20に固定するスクリュースパイキ
12と、一対の挫屈防止金具11,11同士を連結する
連結ボルト13とで構成されている。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below based on the embodiments shown in the drawings. Reference numeral 10 denotes a buckling prevention device, which is a pair of buckling prevention metal fittings 11 and 11 installed across two adjacent wood sleepers 20 1 and 20 2 at the center portion of the gauge, and the buckling prevention metal fittings.
The screw spikes 12 for fixing 11 1 , 11 to the wood sleeper 20 and the connecting bolt 13 for connecting the pair of buckling prevention metal fittings 11 , 1 11 to each other.
【0010】挫屈防止金具11は、適宜な長さを有する
一枚の平鋼板によって一体に形成され、木枕木20上面
21に当接させる上部水平部14と、該上部水平部14
から木枕木20の側面22に添って垂下する垂下部15
と、該垂下部15下端から立ち上がるようにして垂直に
折り曲げられ、対向する木枕木20方向に延びる受圧部
16とで構成されている。The buckling prevention fitting 11 is integrally formed of a single flat steel plate having an appropriate length, and has an upper horizontal portion 14 to be brought into contact with the upper surface 21 of the wooden sleeper 20 and the upper horizontal portion 14.
Hanging part 15 along the side 22 of the wooden sleeper 20
And a pressure receiving portion 16 which is vertically bent so as to stand upright from the lower end of the hanging portion 15 and extends in the direction of the opposing wood sleeper 20 .
【0011】前記挫屈防止金具11の上部水平部14に
は2つの螺子孔17,17が穿設され、又受圧板16に
は長孔状のボルト挿通孔18が穿設されている。The upper horizontal portion 14 of the buckling prevention fitting 11 is provided with two screw holes 17, 17 and the pressure receiving plate 16 is provided with a long hole-like bolt insertion hole 18.
【0012】図中符号30はレール、40はバラストで
ある。In the figure, reference numeral 30 is a rail, and 40 is a ballast.
【0013】次に、前記挫屈防止金具11の成形方法に
ついて説明する。先ず、適宜な長さを有する一枚の平鋼
板の一端近傍に一対の螺子孔17,17を穿設し、他端
近傍に長孔状のボルト挿通孔18を穿設する。(図3の
(1)参照)Next, a method of forming the buckling prevention fitting 11 will be described. First, a pair of screw holes 17, 17 are formed near one end of a flat steel plate having an appropriate length, and a long hole-shaped bolt insertion hole 18 is formed near the other end. (See (1) in Fig. 3)
【0014】次に、上部水平部となる螺子孔17,17
側を短く、受圧部16となるボルト挿通孔18側を長
く、かつ適宜な長さを有する垂下部15を形成するよう
に略コ字状に折り曲げる。(図3の(2)参照)Next, the screw holes 17 and 17 to be the upper horizontal portion.
The side is short, the side of the bolt insertion hole 18 that becomes the pressure receiving portion 16 is long, and it is bent in a substantially U-shape so as to form a hanging portion 15 having an appropriate length. (See (2) in Fig. 3)
【0015】然る後、垂下部15の受圧部16寄りを外
側に180°ヘアピン状に折り曲げて受圧部16を垂直
に立ち上げ、その先端を対向する木枕木20方向に延在
するようにする。(図3の(3),(4)参照)After that, the pressure receiving portion 16 side of the hanging portion 15 is bent outward by 180 ° in a hairpin shape so that the pressure receiving portion 16 rises vertically, and its tip extends in the direction of the opposing tree sleeper 20. . (See (3) and (4) in Fig. 3)
【0016】尚、挫屈防止金具11の成形の際に、垂下
部15を長くした分受圧部16の位置が下がるので、バ
ラスト40の高さに応じて該垂下部15の長さを調節
し、受圧部16を木枕木20よりも下方に位置させるこ
とにより、バラスト40内に完全に埋設させることがで
きるため、挫屈抵抗力を効率よく確保するることができ
る。When the buckling prevention metal fitting 11 is formed, the position of the pressure receiving portion 16 is lowered by the length of the hanging portion 15. Therefore, the length of the hanging portion 15 is adjusted according to the height of the ballast 40. By locating the pressure receiving portion 16 below the wooden sleeper 20 , the pressure receiving portion 16 can be completely embedded in the ballast 40, so that the buckling resistance can be efficiently secured.
【0017】次に、該挫屈防止装置10の設置方法につ
いて説明する。先ず、予め該挫屈防止装置10を設置し
ようとする現場の軌道のバラスト40を掘削移動させて
おく。Next, a method of installing the buckling prevention device 10 will be described. First, the ballast 40 on the track on the site where the buckling prevention device 10 is to be installed is excavated and moved in advance.
【0018】次に、挫屈防止金具11の上部水平部14
を木枕木20中央部の上面21当接させ、垂下部15を
木枕木20の側面22に圧接するように置き、隣接する
木枕木20にも、受圧部16同士が接合するように対を
なす一方の挫屈防止金具11を同様に置く。Next, the upper horizontal portion 14 of the buckling prevention metal fitting 11
The upper surface 21 of the wood sleepers 20 central abutted, place the hanging part 15 so as to press the side surface 22 of the wood sleepers 20, also adjacent wood sleepers 20, form a paired as the pressure receiving portion 16 to each other are joined Similarly, one buckling prevention metal fitting 11 is placed.
【0019】次に、対をなす一対の挫屈防止金具11の
重合する受圧部16に穿設されたボルト挿通孔18に連
結ボルト13を挿通し、ナット19を螺合して締結し、
一対の挫屈防止金具11を一体化し、スクリュースパイ
キ12によって該挫屈防止金具11,11を対応する木
枕木20,20にそれぞれ固定する。Next, the connecting bolt 13 is inserted through the bolt insertion hole 18 formed in the pressure-receiving portion 16 of the pair of anti-buckling fittings 11 that overlaps, and the nut 19 is screwed and fastened.
A pair of buckling prevention fittings 11 are integrated, and the buckling prevention fittings 11 1 and 11 are fixed to the corresponding wooden sleepers 20 1 and 20 2 by a screw spike 12, respectively.
【0020】図4,5は本発明に至る他の実施例を示す
もので、相隣接する木枕木20間をまたぐようにして設
置する取付板50と該取付板50の下面に固着した受圧
板51とで挫屈防止金具52を構成したものが考えられ
たが、この構造のものでは受圧板51の高さをかなり高
くしないと所要の横抵抗が得られず、又取付板50も大
型のものにならざるを得ないので、重量が嵩み、持ち運
びが困難であるだけではなく、高価なものとなるという
問題があり、かつ枕木敷設間隔の長短に対する適応が出
来ないという問題もある。FIGS. 4 and 5 show another embodiment of the present invention. A mounting plate 50 is installed so as to straddle between adjacent wooden sleepers 20 , and a pressure receiving plate fixed to the lower surface of the mounting plate 50. It is considered that the buckling prevention metal fitting 52 is configured with 51, but with this structure, the required lateral resistance cannot be obtained unless the height of the pressure receiving plate 51 is considerably increased, and the mounting plate 50 is also large. Since it is inevitable, it is not only heavy and difficult to carry, but also expensive, and there is also a problem that it cannot adapt to the length of the sleeper laying interval.
【0021】[0021]
【発明の効果】以上述べたように本発明によれば、軌間
中央部で相隣接する2本の枕木をまたいで架設する一対
の挫屈防止金具と該挫屈防止金具を枕木に固定するスク
リュースパイキと、挫屈防止金具同士を連結する連結ボ
ルトとで構成し、挫屈防止金具は枕木上面に当接する上
部水平部と、該上部水平部端から枕木側面に添って垂下
する垂下部及び該垂下部下端から立ち上がるようしにて
垂直に折り曲げられ、対向する枕木方向に延びる受圧部
とで構成し、上部水平部にはスクリュースパイキを螺挿
する螺子孔を穿設し、受圧部には連結ボルトを挿通する
ボルト挿通孔を穿設したので、既設の木枕木にも極めて
容易に取付けることが出来る。従って、道床横抵抗力を
増強させることが出来る。As described above, according to the present invention, a pair of buckling-preventing metal fittings that bridge two sleepers that are adjacent to each other at the center of the gauge and a screw that fixes the buckling-preventing metal fittings to the sleepers. Spiky and connecting bolts that connect the buckling prevention metal fittings to each other, the buckling prevention metal fitting is an upper horizontal portion that abuts the upper surface of the sleeper, a hanging portion that hangs along the side surface of the sleeper from the end of the upper horizontal portion, It consists of a pressure receiving part that is bent vertically so that it rises from the lower end of the hanging part and extends in the direction of the opposing sleepers.A screw hole for screwing a screw spike is drilled in the upper horizontal part, and it is connected to the pressure receiving part. Since the bolt insertion hole for inserting the bolt is drilled, it can be attached to an existing wooden sleeper extremely easily. Therefore, the track lateral resistance can be increased.
【0022】又、本発明によれば、挫屈防止金具を適宜
な長さを有する一枚の平鋼板の一端近傍に螺子孔を穿設
し、他端近傍に長孔状のボルト挿通孔を穿設した後、上
部水平部となる螺子孔側を短く、受圧部となるボルト挿
通孔側を長く、かつ適宜な長さを有する垂下部を形成す
るように略コ字状に折り曲げ、然る後、垂下部の受圧部
寄りを外側に180°折り曲げて受圧部を垂直に立ち上
げ、その先端を対向する枕木方向に延在するようにして
形成するようにしたので、加工が極めて簡単であり、材
料費、加工費共に安価に提供できる。Further, according to the present invention, the buckling prevention fitting is provided with a screw hole near one end of one flat steel plate having an appropriate length, and a long hole-shaped bolt insertion hole near the other end. After drilling, the screw hole side that is the upper horizontal part is short, the bolt insertion hole side that is the pressure receiving part is long, and it is bent in a substantially U shape so as to form a hanging part with an appropriate length. After that, the part of the hanging part near the pressure receiving part was bent outward by 180 °, the pressure receiving part was raised vertically, and the tip was formed so as to extend in the direction of the opposing sleepers, so processing is extremely simple. The material cost and processing cost can be provided at low cost.
【0023】又、ボルト挿通孔を長孔状とすることによ
り、木枕木敷設間隔が一定でなくても容易に対応するが
できる。Further, by making the bolt insertion hole a long hole, it is possible to easily cope with the situation where the intervals between the wooden sleepers are not constant.
【0024】更に、本発明によれば、バラストの高さに
応じて該垂下部の長さを調節することにより、受圧部を
木枕木よりも下方に位置させ、バラスト内に完全に埋設
させることができるため、挫屈抵抗力を効率よく確保す
るることができる等著大な効果を有するものである。Further, according to the present invention, by adjusting the length of the hanging portion according to the height of the ballast, the pressure receiving portion is located below the wooden sleepers and is completely buried in the ballast. Therefore, it has a great effect such that the buckling resistance can be efficiently secured.
【図1】本発明による挫屈防止装置を取付けた状態を示
す木枕木の拡大斜視図。FIG. 1 is an enlarged perspective view of a wooden sleeper showing a state in which a buckling prevention device according to the present invention is attached.
【図2】同上の平面図。FIG. 2 is a plan view of the same.
【図3】挫屈防止金具の成形順序を示す説明図。FIG. 3 is an explanatory view showing the order of forming the buckling prevention metal fittings.
【図4】本発明に至る他の挫屈防止金具を取付けた状態
を示す木枕木の正面図。FIG. 4 is a front view of a wooden sleeper showing a state in which another buckling prevention metal fitting according to the present invention is attached.
【図5】同上の挫屈防止金具の下方から見た状態を示す
斜視図。FIG. 5 is a perspective view showing a state of the buckling prevention metal member as seen from below.
【図6】従来の挫屈防止装置を取付けた状態を示す木枕
木の側面図。FIG. 6 is a side view of a wooden sleeper showing a state in which a conventional buckling prevention device is attached.
【図7】同上の正面図。FIG. 7 is a front view of the above.
【符号の説明】10 挫屈防止装置11 挫屈防止金具 12 スクリュースパイキ 13 連結ボルト 14 上部水平部 15 垂下部 16 受圧部 17 螺子孔 18 ボルト挿通孔20 木枕木 30 レール 40 バラスト[Explanation of reference numerals] 10 Anti-buckling device 11 Anti-buckling fitting 12 Screw spike 13 Connection bolt 14 Upper horizontal part 15 Hanging part 16 Pressure receiving part 17 Screw hole 18 Bolt insertion hole 20 Wood sleeper 30 Rail 40 Ballast
───────────────────────────────────────────────────── フロントページの続き (72)発明者 福田 武二 神奈川県相模原市大野台7丁目26番11号 (72)発明者 切敷 啓介 埼玉県大宮市東大成町525番地 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Takeji Fukuda 7-26-11 Onodai, Sagamihara City, Kanagawa Prefecture (72) Keisuke Kirishi, 525 Higashi Taisei-cho, Omiya City, Saitama Prefecture
Claims (2)
たいで架設する一対の挫屈防止金具と該挫屈防止金具を
枕木に固定するスクリュースパイキと、挫屈防止金具同
士を連結する連結ボルトとで構成され、挫屈防止金具は
枕木上面に当接させる上部水平部と、該上部水平部端か
ら枕木側面に添って垂下する垂下部及び該垂下部下端か
ら立ち上がるようしにて垂直に折り曲げられ対向する枕
木方向に延びる受圧部とで構成され、上部水平部にはス
クリュースパイキを螺挿する螺子孔が穿設され、受圧部
には連結ボルトを挿通するボルト挿通孔が穿設されてい
ることを特徴とするレールの挫屈防止装置。1. A pair of buckling prevention metal fittings that are installed across two sleepers that are adjacent to each other at the center of the gauge, a screw spike that fixes the buckling prevention metal fittings to the sleepers, and the buckling prevention metal fittings are connected to each other. The buckling prevention metal fitting is composed of a connecting bolt, and the buckling prevention metal fitting vertically contacts the upper surface of the sleeper, the hanging part that hangs from the end of the upper horizontal part along the side surface of the sleeper and the lower end of the hanging part. The upper horizontal part has a screw hole for screwing a screw spike, and the pressure receiving part has a bolt insertion hole for inserting a connecting bolt. An anti-buckling device for the rail.
近傍に螺子孔を穿設し、他端近傍に長孔状のボルト挿通
孔を穿設した後、上部水平部となる螺子孔側を短く、受
圧部となるボルト挿通孔側を長く、かつ適宜な長さを有
する垂下部を形成するように略コ字状に折り曲げ、然る
後、垂下部の受圧部寄りを外側に180°折り曲げて受
圧部を垂直に立ち上げ、その先端を対向する枕木方向に
延在するようにしたことを特徴とする挫屈防止金具の成
形方法。2. A screw which becomes an upper horizontal portion after a screw hole is formed near one end of a flat steel plate having an appropriate length and a long hole-shaped bolt insertion hole is formed near the other end. The hole side is short, the bolt insertion hole side that is the pressure receiving part is long, and it is bent in a substantially U shape so as to form a hanging part having an appropriate length, and then the pressure receiving part side of the hanging part is outward. A method for forming a buckling prevention metal fitting, characterized in that the pressure-receiving portion is bent 180 °, the pressure-receiving portion is vertically raised, and a tip end of the pressure-receiving portion is extended in an opposing sleeper direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11897693A JP2694499B2 (en) | 1993-04-22 | 1993-04-22 | Rail buckling prevention device and method for forming buckling prevention metal fittings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11897693A JP2694499B2 (en) | 1993-04-22 | 1993-04-22 | Rail buckling prevention device and method for forming buckling prevention metal fittings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06306803A true JPH06306803A (en) | 1994-11-01 |
JP2694499B2 JP2694499B2 (en) | 1997-12-24 |
Family
ID=14749943
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11897693A Expired - Fee Related JP2694499B2 (en) | 1993-04-22 | 1993-04-22 | Rail buckling prevention device and method for forming buckling prevention metal fittings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2694499B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100942792B1 (en) * | 2008-01-08 | 2010-02-18 | (주)신성엔지니어링 | Railroad track sleeper with movement prevention device |
KR20150131570A (en) * | 2014-05-15 | 2015-11-25 | 한국철도기술연구원 | Sleeper Tieing Apparatus and Method Reinforcing Track Structure of Railway Ballasted Track Using Such Apparatus |
WO2021187522A1 (en) * | 2020-03-17 | 2021-09-23 | ダウ・東レ株式会社 | Cement composition and cured product thereof |
-
1993
- 1993-04-22 JP JP11897693A patent/JP2694499B2/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100942792B1 (en) * | 2008-01-08 | 2010-02-18 | (주)신성엔지니어링 | Railroad track sleeper with movement prevention device |
KR20150131570A (en) * | 2014-05-15 | 2015-11-25 | 한국철도기술연구원 | Sleeper Tieing Apparatus and Method Reinforcing Track Structure of Railway Ballasted Track Using Such Apparatus |
WO2021187522A1 (en) * | 2020-03-17 | 2021-09-23 | ダウ・東レ株式会社 | Cement composition and cured product thereof |
Also Published As
Publication number | Publication date |
---|---|
JP2694499B2 (en) | 1997-12-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5535947A (en) | Embedded railway track system | |
CA1197827A (en) | Device for affixing a rail to a concrete support | |
JP2694499B2 (en) | Rail buckling prevention device and method for forming buckling prevention metal fittings | |
JP2552236B2 (en) | Rail buckling prevention device | |
JP3845475B2 (en) | Rail fastening device and rail fastening method | |
US4783001A (en) | Universal non-spreading railroad track haulage tie assembly | |
JP3349912B2 (en) | Rail buckling prevention device | |
JP3453216B2 (en) | Rail buckling prevention device | |
JP2879050B2 (en) | Rail buckling prevention device | |
CN111733635A (en) | Anti-creep device for railway track system | |
AU2005205748B2 (en) | Method of installing a railway sleeper | |
CN219886457U (en) | Steel rail fixing structure for level crossing | |
JP2618797B2 (en) | Rail buckling prevention device | |
JP4042074B2 (en) | Rail fastening device | |
JP2887720B2 (en) | Level crossing pavement | |
KR20000007605U (en) | Railroad Fastening Plate | |
JP3443006B2 (en) | Emergency joint device for rails on articulated or combined tracks | |
KR20190086231A (en) | Fixing apparatus for measuring of rail | |
JP3343333B2 (en) | Track guard mounting device | |
CN218861225U (en) | Device is strengthened to sleeper railway roadbed resistance | |
JP2582345B2 (en) | Rail buckling prevention device | |
KR100293904B1 (en) | round section rail fixing method using of concrete sleeper | |
KR200168731Y1 (en) | Antibuckling apparatus on the rail | |
JPH0410242Y2 (en) | ||
CA2263922A1 (en) | Steel sleeper |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19970701 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |