JPH027921Y2 - - Google Patents

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Publication number
JPH027921Y2
JPH027921Y2 JP2702183U JP2702183U JPH027921Y2 JP H027921 Y2 JPH027921 Y2 JP H027921Y2 JP 2702183 U JP2702183 U JP 2702183U JP 2702183 U JP2702183 U JP 2702183U JP H027921 Y2 JPH027921 Y2 JP H027921Y2
Authority
JP
Japan
Prior art keywords
tie plate
wooden
wooden sleepers
bearing pressure
pressure distribution
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
Application number
JP2702183U
Other languages
Japanese (ja)
Other versions
JPS59135901U (en
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 filed Critical
Priority to JP2702183U priority Critical patent/JPS59135901U/en
Publication of JPS59135901U publication Critical patent/JPS59135901U/en
Application granted granted Critical
Publication of JPH027921Y2 publication Critical patent/JPH027921Y2/ja
Granted legal-status Critical Current

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  • Railway Tracks (AREA)

Description

【考案の詳細な説明】 本考案は木枕木にレールを設置する時に用いら
れるタイプレートの形状に関するものである。
[Detailed Description of the Invention] The present invention relates to the shape of tie plates used when installing rails on wooden sleepers.

近年、鉄道は、車輌の重量化、運行の高速化に
伴い、軌道を構成する各部材に関しては、構造
的、材料強度的に条件が厳しくなつている。特に
製鉄所構内鉄道については、軸重が40〜50TON
にも達し、軌道材料に対する強度的条件は特に厳
しい。軌道材料として使用される木枕木について
も、硬くてじん性の大きな材料が要求されるが、
木材資源の枯渇によりこれらの要求にこたえる材
料は、量的にも減少しかつ高価になつている。こ
のような厳しい外力条件下における木枕木の損傷
については、(1)自然的損傷、(2)機械的損傷に大別
される。
In recent years, railway vehicles have become heavier and faster, and as a result, structural and material strength requirements have become stricter for each member that makes up the tracks. Especially for steelworks railways, the axle load is 40 to 50 TON.
The strength requirements for the track material are especially severe. Wooden sleepers used as track materials also require hard and tough materials.
Due to the depletion of wood resources, materials that meet these demands are decreasing in quantity and becoming more expensive. Damage to wooden sleepers under such severe external force conditions can be broadly classified into (1) natural damage and (2) mechanical damage.

自然的損傷は主として枕木の腐食に起因する
が、これに対しては枕木の防腐処置および道床の
排水条件改善として対応している。また機械的損
傷については、(a)木枕木へのタイプレートのくい
込み、(b)木枕木における犬釘孔またはスクリユウ
スパイキ孔等の釘孔の拡大、(c)木枕木の割裂、(d)
木枕木の折損等が考えられるが、前記(a)(b)の損傷
寄与率は大きい。本考案は(a)の損傷に対応するも
のである。
Natural damage is mainly caused by corrosion of railroad ties, which can be countered by antiseptic treatment of railroad ties and improvement of drainage conditions of roadbeds. Regarding mechanical damage, (a) penetration of tie plates into wooden sleepers, (b) enlargement of nail holes such as dog nail holes or screw spike holes in wooden sleepers, (c) splitting of wooden sleepers, (d)
Although it is possible that the wooden sleepers were broken, the damage contribution ratio of (a) and (b) above is large. The present invention deals with damage (a).

タイプレートの木枕木へのくい込みの原因は、
タイプレートの剛性が大きいので、垂直荷重を受
けた場合でも、枕木面での支圧分布が一様ではな
く、特に横荷重を受けた場合、支圧分布は大きく
偏分布となるからである。剛性の高いタイプレー
ト下の支圧分布の形状を第1図および第2図に示
す。第1図に示すように、タイプレート1の剛性
が大きいと、タイプレート端部に相当大きな支圧
が発生し、木枕木3にくい込み、枕木の損傷につ
ながる。また第2図に示すように、タイプレート
2の厚さを小さくして剛性を小さくすると、タイ
プレートの曲げ破壊および釘孔からのせん断破壊
を発生させ支圧分布を一様にする手段としては問
題がある。
The cause of the tie plate digging into the wooden sleeper is
This is because the stiffness of the tie plate is high, so even when a vertical load is applied, the bearing pressure distribution on the sleeper surface is not uniform, and especially when a lateral load is applied, the bearing pressure distribution becomes largely unbalanced. Figures 1 and 2 show the shape of the bearing pressure distribution under the highly rigid tie plate. As shown in FIG. 1, when the rigidity of the tie plate 1 is high, a considerably large bearing pressure is generated at the end of the tie plate, which causes the wooden sleeper 3 to become wedged and damage the sleeper. Furthermore, as shown in Fig. 2, if the thickness of the tie plate 2 is reduced to reduce its rigidity, bending failure of the tie plate and shear failure from the nail holes will occur, which will result in uniform bearing pressure distribution. There's a problem.

支圧分布を一様とする方策として、タイプレー
ト下にゴムパツドを敷くことも考えられるが、こ
の案もゴムパツドの破壊につながり根本的解決に
ならない。
One possible measure to make the bearing pressure distribution uniform is to place a rubber pad under the tie plate, but this idea also leads to the destruction of the rubber pad and is not a fundamental solution.

本考案は、上記の問題点を解決した木枕木の寿
命を延長するタイプレートを提供することにあ
り、その要旨とするところは、木枕木用タイプレ
ートのレール通り方向に平行の両端部に、タイプ
レート中間側から端縁に向かつてなめらかに彎曲
上昇する彎曲底面が形成されていることを特徴と
する木枕木用タイプレートにある。
The purpose of the present invention is to provide a tie plate that solves the above-mentioned problems and extends the life of wooden sleepers. This tie plate for wooden sleepers is characterized in that a curved bottom surface is formed that curves upward smoothly from the middle side of the tie plate toward the end edge.

以下図面を用いて本考案を詳細に説明する。 The present invention will be explained in detail below using the drawings.

第3図に示す第1実施例の場合は、木枕木用鋼
製タイプレート4のレール通り方向に平行の両端
部が上方になめらかに彎曲され、前記タイプレー
ト4の両端部に、タイプレート中間側から端縁に
向かつてなめらかに彎曲上昇する彎曲底面6が形
成され、かつタイプレート4の両端部は中間側か
ら端縁に向かつて漸次薄肉になつている。第1実
施例の場合の支圧分布は、中央で極大であり、か
つ中央から木枕木3との接触部の両端に向かつて
漸減し、その両端で零となり、タイプレート4の
両端が木枕木3へくい込むことはない。
In the case of the first embodiment shown in FIG. 3, both ends of the steel tie plate 4 for wooden sleepers parallel to the rail running direction are smoothly curved upward, and a tie plate intermediate portion is provided at both ends of the tie plate 4. A curved bottom surface 6 is formed that curves upward smoothly from the side toward the edge, and both ends of the tie plate 4 gradually become thinner from the middle side toward the edge. In the case of the first embodiment, the bearing pressure distribution is maximum at the center, and gradually decreases from the center toward both ends of the contact portion with the wooden sleeper 3, and becomes zero at both ends, so that both ends of the tie plate 4 are connected to the wooden sleeper 3. Don't get stuck in 3.

第4図に示す第2実施例の場合は、木枕木用鋼
製タイプレート5のレール通り方向に平行の両端
部に、タイプレート中間側から端縁に向かつてな
めらかに彎曲上昇する彎曲底面6が切削加工また
はその他の手段により形成され、かつタイプレー
ト5の両端部は中間側から端縁に向かつて漸次薄
肉になつている。第2実施例の場合も、第1実施
例の場合と同様に、タイプレート端部の支圧応力
が小さくなり、木枕木3へのタイプレート端部の
くい込みがない。
In the case of the second embodiment shown in FIG. 4, curved bottom surfaces 6 are formed at both ends of the steel tie plate 5 for wooden sleepers parallel to the rail running direction, and curve upward smoothly from the middle side of the tie plate toward the edge. are formed by cutting or other means, and both ends of the tie plate 5 gradually become thinner from the middle side toward the edges. In the case of the second embodiment, as in the case of the first embodiment, the bearing stress at the end of the tie plate is small, and the end of the tie plate does not bite into the wooden sleeper 3.

本考案は前述のように構成されているので、木
枕木用タイプレートのレール通り方向に平行の両
端縁が木枕木3にくい込むのを簡単な手段によつ
て防止することができ、そのため木枕木の寿命を
大巾に延長させて、保守費を低減させると共に資
源を節約することができる効果が得られる。
Since the present invention is constructed as described above, it is possible to prevent the two edges of the tie plate for wooden sleepers parallel to the rail running direction from being wedged into the wooden sleepers 3 by a simple means. This has the effect of greatly extending the lifespan of the engine, reducing maintenance costs and saving resources.

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

第1図は剛性の大きなタイプレートを使用した
場合のタイプレート下の支圧分布形状を示す正面
図、第2図は剛性の小さなタイプレートを使用し
た場合のタイプレート下の支圧分布形状を示す正
面図である。第3図は本考案の第1実施例のタイ
プレートおよび支圧分布形状を示す正面図、第4
図は本考案の第2実施例のタイプレートおよび支
圧分布形状を示す正面図である。 図において、1は剛性の大きいタイプレート、
2は剛性の小さいタイプレート、3は木枕木、4
は端部をなめらかに曲げたタイプレート、5は両
端部を薄くなめらかに加工したタイプレート、6
は彎曲底面。
Figure 1 is a front view showing the bearing pressure distribution shape under the tie plate when a tie plate with high rigidity is used, and Figure 2 is a front view showing the bearing pressure distribution shape under the tie plate when a tie plate with low rigidity is used. FIG. Figure 3 is a front view showing the tie plate and bearing pressure distribution shape of the first embodiment of the present invention;
The figure is a front view showing the tie plate and bearing pressure distribution shape of the second embodiment of the present invention. In the figure, 1 is a tie plate with high rigidity;
2 is a tie plate with low rigidity, 3 is a wooden sleeper, and 4 is a tie plate with low rigidity.
5 is a tie plate with smoothly bent edges, 5 is a tie plate with both edges thin and smooth, 6 is a tie plate with smooth edges.
is a curved bottom surface.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 木枕木用タイプレートのレール通り方向に平行
の両端部に、タイプレート中間側から端縁に向か
つてなめらかに彎曲上昇する彎曲底面6が形成さ
れていることを特徴とする木枕木用タイプレー
ト。
This tie plate for wooden sleepers is characterized in that a curved bottom surface 6 that curves upward smoothly from the middle side of the tie plate toward the edge is formed at both ends parallel to the rail running direction of the tie plate for wooden sleepers.
JP2702183U 1983-02-28 1983-02-28 Tie plate for wooden sleepers Granted JPS59135901U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2702183U JPS59135901U (en) 1983-02-28 1983-02-28 Tie plate for wooden sleepers

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2702183U JPS59135901U (en) 1983-02-28 1983-02-28 Tie plate for wooden sleepers

Publications (2)

Publication Number Publication Date
JPS59135901U JPS59135901U (en) 1984-09-11
JPH027921Y2 true JPH027921Y2 (en) 1990-02-26

Family

ID=30157916

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2702183U Granted JPS59135901U (en) 1983-02-28 1983-02-28 Tie plate for wooden sleepers

Country Status (1)

Country Link
JP (1) JPS59135901U (en)

Also Published As

Publication number Publication date
JPS59135901U (en) 1984-09-11

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