JP6190198B2 - Seam member - Google Patents

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JP6190198B2
JP6190198B2 JP2013157653A JP2013157653A JP6190198B2 JP 6190198 B2 JP6190198 B2 JP 6190198B2 JP 2013157653 A JP2013157653 A JP 2013157653A JP 2013157653 A JP2013157653 A JP 2013157653A JP 6190198 B2 JP6190198 B2 JP 6190198B2
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connecting member
reinforcing member
rail
reinforcing
joint
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JP2015028249A (en
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勝己 篠田
勝己 篠田
雄太 桐生
雄太 桐生
央容 吉川
央容 吉川
真徳 飯高
真徳 飯高
順二 細川
順二 細川
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Sekisui Chemical Co Ltd
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Description

本発明は、鉄道軌道に配されるレールを連結する継ぎ目部材に関するものである。また本発明に関連する発明は、継ぎ目部材に好適に使用される補強部材に関するものである。 The present invention relates to a joint member for connecting rails arranged on a railway track. Moreover, the invention related to the present invention relates to a reinforcing member suitably used for a seam member.

従来から鉄道軌道は、複数のレールをつなぎ合わせて、ひと続きの鉄道レールとして使用されている。各レール間の接続箇所(継ぎ目)には、2本のレールの側面に跨がって配される、いわゆる継ぎ目板と呼ばれる板状部材が取り付けられている。すなわち、隣接するレールは、継ぎ目板を介して一体化されて連結されている。継ぎ目板としては、例えば特許文献1に記載のものがある。   Conventionally, a railroad track is used as a continuous railroad by connecting a plurality of rails. A plate-like member called a joint plate, which is disposed across the side surfaces of the two rails, is attached to a connection portion (joint) between the rails. That is, the adjacent rails are integrated and connected via the joint plate. As a joint board, there exists a thing of patent documents 1, for example.

特許文献1に記載のレール用継ぎ目板(継ぎ目部材)は、繊維強化熱硬化性樹脂(繊維強化プラスチックともいう)で形成されており、鋼製の継ぎ目板に比べて重量が小さく、レールに取り付ける際の作業性が良好であるという特長を有している。   The rail joint plate (joint member) described in Patent Document 1 is formed of a fiber reinforced thermosetting resin (also referred to as fiber reinforced plastic) and has a smaller weight than a steel joint plate and is attached to the rail. The workability at the time is good.

特開平9−143902号公報Japanese Patent Laid-Open No. 9-143902

ところで、繊維強化プラスチック製の継ぎ目板は、鉄道車輌の通過による振動や荷重等の外的要因によって徐々に疲労が進み、最後は破断してしまう。そのため、継ぎ目板の破断前に交換作業を行わなければならず、頻繁にメンテナンス作業を行わなければならない。
また、継ぎ目板の外的要因に対する耐性が弱いと、継ぎ目板の交換頻度が多くなる。継ぎ目板の交換頻度が多くなると、手間がかかり、コストもかかるという問題がある。そのため、市場からは、交換頻度の低減が求められており、繊維強化プラスチック製の継ぎ目板の寿命の向上が求められている。
By the way, the joint plate made of fiber reinforced plastic is gradually fatigued due to external factors such as vibration and load caused by passage of the railway vehicle, and finally breaks. Therefore, replacement work must be performed before the seam plate breaks, and maintenance work must be performed frequently.
In addition, if the resistance of the joint plate to external factors is weak, the frequency of replacement of the joint plate increases. When the replacement frequency of the seam plate increases, there is a problem that it takes time and costs. Therefore, the market demands a reduction in replacement frequency, and an improvement in the life of a fiber reinforced plastic joint plate is required.

そこで、本発明は、上記した問題点を解決するものであり、従来の継ぎ目部材に比べて交換寿命が長い継ぎ目部材を開発することを課題とする。また、本発明に関連する発明は、従来の継ぎ目部材の交換寿命を延ばすことができる補強部材を開発することを課題とする。 Therefore, the present invention solves the above-described problems, and an object of the present invention is to develop a seam member having a long replacement life compared to a conventional seam member. Another object of the present invention is to develop a reinforcing member capable of extending the replacement life of a conventional seam member.

本発明者は、上記した特許文献1に記載の継ぎ目板の構造にさらに補強部材を取り付けることによって補強する構造を1つの仮説のもと模索した。すなわち、継ぎ目板は、主に、レールに取り付けた状態において、鋼製、繊維強化プラスチック製を問わず、底部の中央(隣接するレール間の境界に対応する位置の下部)付近で引張応力により亀裂が発生し破壊される。つまり、継ぎ目板の底部(亀裂発生箇所)を補強部材で覆う場合、継ぎ目板の底面(最下面部表面)と、当該底面と接触する補強部材の天面(最上面部表面)の延び量は一致すると考えられる。その場合、ヤング率の高い部材側に引張応力が多く発生すると考えられる。よって、補強部材として、継ぎ目板よりヤング率の高い材料を用いることによって、継ぎ目板の底部の引張応力を緩和できると考えられる。すなわち、ヤング率の高い補強部材を使用することによって、継ぎ目板のクラックの発生及び進展を大幅に遅らすことができ、寿命が向上すると考えられる。   The inventor has sought a structure that reinforces the structure of the joint plate described in Patent Document 1 by further attaching a reinforcing member under one hypothesis. That is, the seam plate cracks due to tensile stress near the center of the bottom (the lower part of the position corresponding to the boundary between adjacent rails) regardless of whether it is made of steel or fiber-reinforced plastic when attached to the rail. Is generated and destroyed. That is, when covering the bottom part (crack occurrence location) of the joint plate with the reinforcing member, the amount of extension of the bottom surface (the bottom surface part) of the joint plate and the top surface (the top surface part) of the reinforcing member in contact with the bottom surface is It is considered that they match. In that case, it is considered that a lot of tensile stress is generated on the member side having a high Young's modulus. Therefore, it is considered that the tensile stress at the bottom of the joint plate can be relaxed by using a material having a higher Young's modulus than the joint plate as the reinforcing member. That is, by using a reinforcing member having a high Young's modulus, it is considered that the generation and progress of cracks in the joint plate can be significantly delayed, and the life is improved.

ところが、補強部材として、継ぎ目板よりもヤング率の高い材料を数々試作したが、全ての補強部材で寿命が向上するとは限らなかった。具体的には、引張強度が低い材料の場合、ヤング率の高い材料であっても、寿命が向上しなかった。すなわち、上述のようにヤング率が高いと引張応力の負担が大きくなるが、引張強度が低いと継ぎ目板よりも先に破壊されてしまい、補強の効果は0になることが判明した。   However, as a reinforcement member, many materials having a higher Young's modulus than the joint plate have been experimentally produced. However, the service life is not always improved for all the reinforcement members. Specifically, in the case of a material having a low tensile strength, the life was not improved even with a material having a high Young's modulus. That is, as described above, when the Young's modulus is high, the burden of tensile stress is increased. However, when the tensile strength is low, the joint is broken before the joint plate, and the effect of reinforcement becomes 0.

上記した考察を踏まえて導き出された請求項1に記載の発明は、軌道方向に隣接するレールの継ぎ目に取り付けられる継ぎ目部材において、レールを連結する連結部材と、前記連結部材を補強する補強部材とを有し、前記連結部材と前記補強部材は、別体であり、補強部材は、レールに取り付けられた状態において、連結部材の少なくとも底部の一部又は全部を覆うものであり、前記補強部材のヤング率及び引張強度は、それぞれ連結部材のヤング率及び引張強度よりも高く、前記補強部材は、連結部材又はレールに位置決め可能であって、前記連結部材と前記レールの間に介在しており、前記補強部材、前記連結部材、及び前記レールは、締結要素を挿通可能な固定穴をそれぞれ有し、前記締結要素が前記補強部材、前記連結部材、及び前記レールのそれぞれの固定穴に挿入されて締結されることによって、レールと補強部材と連結部材とが一体化されることを特徴とする継ぎ目部材である。
すなわち、本発明は、軌道方向に隣接するレールの継ぎ目に取り付けられる継ぎ目部材において、レールを連結する連結部材と、前記連結部材を補強する補強部材とを有し、前記連結部材と前記補強部材は、別途又は一体的に形成されており、補強部材は、レールに取り付けられた状態において、連結部材の少なくとも底部の一部又は全部を覆うものであり、前記補強部材のヤング率及び引張強度は、それぞれ連結部材のヤング率及び引張強度よりも、ともに高い継ぎ目部材に関連する。
The invention according to claim 1, which is derived based on the above consideration, is a joint member that is attached to a joint of rails adjacent to each other in the track direction, a connection member that connects the rails, and a reinforcement member that reinforces the connection member, The connecting member and the reinforcing member are separate bodies, and the reinforcing member covers at least part or all of the bottom of the connecting member in a state of being attached to the rail. Young's modulus and tensile strength, rather higher than the Young's modulus and tensile strength of each connecting member, the reinforcing member is a positionable connecting member or rail, is interposed between the connecting member and the rail The reinforcing member, the connecting member, and the rail each have a fixing hole through which a fastening element can be inserted, and the fastening element includes the reinforcing member, the connecting member, and the front By being fastened is inserted into the respective fixing holes of the rail, a joint member, characterized in that the connecting member rail and the reinforcing member are integrated.
That is, the present invention provides a joint member that is attached to a joint of rails adjacent to each other in the track direction, and includes a connecting member that connects the rails and a reinforcing member that reinforces the connecting member, and the connecting member and the reinforcing member are The reinforcing member is formed separately or integrally, and the reinforcing member covers at least part or all of the bottom portion of the connecting member when attached to the rail, and the Young's modulus and tensile strength of the reinforcing member are: Each is related to a seam member that is higher than the Young's modulus and tensile strength of the connecting member.

上記した考察のように、連結部材の底部には、引張応力がかかる。そこで、本発明の継ぎ目部材は、連結部材のヤング率よりも高い補強部材を使用することで、引張応力を優先的に補強部材に受け、連結部材への引張応力を緩和させている。また、本発明の継ぎ目部材は、連結部材の引張強度よりも高い補強部材を使用することで、連結部材よりも引張応力への耐性が高い補強部材で引張応力が緩和されるため、連結部材の交換寿命を延ばすことができる。言い換えると、連結部材の交換周期(頻度)を大幅に延ばすことができる。また、連結部材の寿命の向上により、連結部材が破断する危険性が低下することは、連結部材の破断による事故の確率が減ることとなり、安全性の向上にもつながる。
なお、補強部材のヤング率が連結部材のヤング率よりも低いが、補強部材の引張強度が連結部材の引張強度より高い場合には、引張応力が補強部材側にほとんどかからず、補強部材としての効果はほとんどない。この観点からも、補強部材のヤング率及び引張強度がともに高い物性であることで、上記した作用効果を呈する。
As described above, tensile stress is applied to the bottom of the connecting member. Therefore, the seam member of the present invention uses a reinforcing member having a higher Young's modulus than the connecting member to preferentially receive the tensile stress on the reinforcing member and relieve the tensile stress on the connecting member. In addition, since the joint member of the present invention uses a reinforcing member having a higher tensile strength than that of the connecting member, the tensile stress is reduced by the reinforcing member having higher resistance to tensile stress than the connecting member. The replacement life can be extended. In other words, the exchange cycle (frequency) of the connecting member can be greatly extended. In addition, a reduction in the risk of the connecting member breaking due to an improvement in the life of the connecting member reduces the probability of an accident due to the breaking of the connecting member, leading to an improvement in safety.
Although the Young's modulus of the reinforcing member is lower than the Young's modulus of the connecting member, when the tensile strength of the reinforcing member is higher than the tensile strength of the connecting member, the tensile stress is hardly applied to the reinforcing member side, There is almost no effect. Also from this point of view, the above-described effects are exhibited because the reinforcing member has both high Young's modulus and high tensile strength.

請求項2に記載の発明は、前記補強部材の引張強度は900MPa以上であることを特徴とする請求項1に記載の継ぎ目部材である。   The invention according to claim 2 is the joint member according to claim 1, wherein the reinforcing member has a tensile strength of 900 MPa or more.

本発明の構成によれば、補強部材の引張強度が900MPa以上となっている。補強部材の引張強度が900MPaより小さくなると、補強部材としての引張強度が不足し、連結部材を補強する補強部材として十分でない。   According to the configuration of the present invention, the tensile strength of the reinforcing member is 900 MPa or more. When the tensile strength of the reinforcing member is smaller than 900 MPa, the tensile strength as the reinforcing member is insufficient, and it is not sufficient as a reinforcing member for reinforcing the connecting member.

請求項3に記載の発明は、前記補強部材は、前記連結部材の少なくとも一方の側面の一部又は全部を覆っていることを特徴とする請求項1又は2に記載の継ぎ目部材である。   The invention according to claim 3 is the joint member according to claim 1 or 2, wherein the reinforcing member covers a part or all of at least one side surface of the connecting member.

本発明の構成によれば、前記連結部材の少なくとも一方の側面の一部又は全部を覆っている。そのため、連結部材の横揺れ(レールの延伸方向に直交する方向であって、レールの内外方向)に対しても補強できる。それ故に、連結部材の寿命をさらに延ばすことができる。   According to the configuration of the present invention, part or all of at least one side surface of the connecting member is covered. Therefore, it is possible to reinforce the rolling of the connecting member (the direction perpendicular to the extending direction of the rail and the inner and outer directions of the rail). Therefore, the life of the connecting member can be further extended.

請求項4に記載の発明は、前記補強部材における、連結部材の側面を覆う部位の厚みが0.5mm以上4mm以下であることを特徴とする請求項3に記載の継ぎ目部材である。   The invention according to claim 4 is the joint member according to claim 3, wherein a thickness of a portion of the reinforcing member that covers a side surface of the connecting member is 0.5 mm or more and 4 mm or less.

本発明の構成によれば、前記補強部材は、連結部材の側面を覆う部位の厚みが0.5mm以上4mm以下となっている。
補強部材の連結部材の側面を覆う部位の厚みが0.5mm未満になると、薄すぎて、取り付け作業が行いにくく、作業性が低下する。
また、補強部材の連結部材の側面を覆う部位の厚みが4mmよりも大きくなると、例えば、レールと連結部材との間に補強部材を介在させた場合に、連結部材の一部が補強部材厚さによって、レールの頭部の外側に張り出してしまう。そのため、連結部材とレールとの接触面積(補強部材を介して接触している部分も含む)が減ってしまう。すなわち、隣接するレール間を十分に連結するためには、補強部材を設けない場合に比べて、接触面積を75パーセント以上確保する必要があるため、補強部材の連結部材の側面を覆う部位の厚みは4mm以下であることが望ましい。
According to the structure of this invention, the thickness of the site | part which covers the side surface of a connection member is 0.5 mm or more and 4 mm or less.
If the thickness of the portion of the reinforcing member that covers the side surface of the connecting member is less than 0.5 mm, it is too thin, making it difficult to perform the mounting operation, and the workability is reduced.
Further, when the thickness of the portion covering the side surface of the connecting member of the reinforcing member becomes larger than 4 mm, for example, when the reinforcing member is interposed between the rail and the connecting member, a part of the connecting member has a thickness of the reinforcing member. Will overhang the outside of the rail head. Therefore, the contact area between the connecting member and the rail (including the portion in contact with the reinforcing member) is reduced. That is, in order to sufficiently connect the adjacent rails, it is necessary to secure a contact area of 75% or more as compared with the case where the reinforcing member is not provided. Therefore, the thickness of the portion covering the side surface of the connecting member of the reinforcing member Is preferably 4 mm or less.

請求項に記載の発明は、前記補強部材は、連結部材又はレールに位置決め可能であり、締結要素によって、レールと補強部材と連結部材とが一体化されている。 Invention according to claim 1, wherein the reinforcing member is coupled is positionable member or rail, by the fastening elements, that are integrally connected to the member rail and the reinforcing member.

ここでいう「締結要素」とは、ねじ(ボルト)、釘、鋲などの上位概念である。   The “fastening element” here is a superordinate concept such as a screw (bolt), a nail, and a hook.

本発明の構成によれば、補強部材は、連結部材又はレールに位置決め可能である。すなわち、補強部材は、継ぎ目部材をレールに取り付ける際に、レール又は連結部材の所定の位置に仮止めすることができる。そして、位置決めされた状態で、締結要素によってレールと補強部材と連結部材とを一体化できるため、補強部材がずれることなく、容易に継ぎ目部材をレールに取り付けることが可能である。それ故に作業性が高い。   According to the configuration of the present invention, the reinforcing member can be positioned on the connecting member or the rail. That is, the reinforcing member can be temporarily fixed at a predetermined position of the rail or the connecting member when the seam member is attached to the rail. And since a rail, a reinforcement member, and a connection member can be integrated by a fastening element in the positioned state, it is possible to attach a seam member to a rail easily, without shifting a reinforcement member. Therefore, workability is high.

請求項に記載の発明は、前記補強部材は、繊維強化プラスチック製であることを特徴とする請求項1乃至のいずれかに記載の継ぎ目部材である。 The invention according to claim 5 is the joint member according to any one of claims 1 to 4 , wherein the reinforcing member is made of fiber reinforced plastic.

本発明の構成によれば、前記補強部材は、繊維強化プラスチック製であるため、形状の設計や強度の設計が鋼材に比べて容易である。具体的には、繊維の延伸方向を設計することで部分的に強度を変更したり、補強部材の厚みを部分的に厚くしたりすることが可能である。   According to the structure of this invention, since the said reinforcement member is a product made from fiber reinforced plastics, design of a shape and design of intensity | strength are easy compared with steel materials. Specifically, the strength can be partially changed by designing the drawing direction of the fiber, or the thickness of the reinforcing member can be partially increased.

ところで、信号機や踏切警報機の設置場所近傍などの特定の区間のレールでは、その内部に電気回路が取り付けられており、鉄道車輌の通過などのレール上の鉄道車輌の状態を検知する機能を持たせている。具体的には、特定の区間のレールには、鉄道車輌の状態を認識するための電気信号が流れており、例えば、鉄道車輌のレールの通過を検知する際には、通過する鉄道車輌の車輪を介して隣接するレール間に電気信号を流して、閉回路を形成し、形成鉄道車輌が通過したことを認識する。このような構造を有した区間では、鉄道車輌が通過しない状態においては、隣接するレール間で開回路を形成していなければならない。言い換えると、鉄道車輌の状態を正確に検知するためには、隣接するレール間が電気的に絶縁された状態でなければならない。   By the way, an electric circuit is installed in the rail of a specific section such as the vicinity of the place where a traffic light or a railroad crossing alarm is installed, and it has a function of detecting the state of the railway vehicle on the rail such as the passage of the railway vehicle. It is Specifically, an electric signal for recognizing the state of the railway vehicle flows through the rail in a specific section. For example, when detecting the passage of the rail of the railway vehicle, the wheel of the railway vehicle that passes therethrough is detected. An electric signal is passed between the adjacent rails via the, forming a closed circuit and recognizing that the forming railway vehicle has passed. In a section having such a structure, an open circuit must be formed between adjacent rails when the railway vehicle does not pass. In other words, in order to accurately detect the state of the railway vehicle, the adjacent rails must be electrically insulated.

そこで、請求項に記載の発明は、前記補強部材及び前記連結部材は、絶縁体で形成されていることを特徴とする請求項1乃至のいずれかに記載の継ぎ目部材である。 Therefore, an invention according to claim 6 is the joint member according to any one of claims 1 to 5 , wherein the reinforcing member and the connecting member are formed of an insulator.

本発明の構成によれば、補強部材及び前記連結部材が絶縁体で形成されているため、上記したような信号機や踏切警報機の設置場所近傍のレール間を連結させる場合であっても、隣接するレール間を開回路状態にすることが可能である。すなわち、鉄道車輌の通過を確実に検知することができる。   According to the configuration of the present invention, since the reinforcing member and the connecting member are formed of an insulator, even if the rails in the vicinity of the installation place of the traffic signal and the crossing alarm as described above are connected, It is possible to make an open circuit state between the rails. That is, the passage of the railway vehicle can be reliably detected.

上記した発明は、軌道方向に隣接するレールの継ぎ目に取り付けられる連結部材を補強する補強部材において、レールに取り付けられた状態において、前記連結部材の少なくとも底部の一部又は全部を覆うものであり、前記補強部材のヤング率及び引張強度は、それぞれ連結部材のヤング率及び引張強度よりも、ともに高い補強部材に関連する。 The above-described invention is a reinforcing member that reinforces the connecting member attached to the joint of the rail adjacent in the track direction, and covers at least part or all of the bottom of the connecting member in a state of being attached to the rail, the Young's modulus and tensile strength of the reinforcing member, than the Young's modulus and tensile strength of each connecting member is associated with both high have reinforcement member.

の構成によれば、連結部材のヤング率よりも高い補強部材を使用することで、引張応力を優先的に補強部材に受け、連結部材への引張応力を緩和させている。また、連結部材の引張強度よりも高い補強部材を使用することで、連結部材よりも引張応力への耐性が高い補強部材で引張応力が緩和されるため、連結部材の交換寿命を延ばすことができる。
さらに、公知の連結部材に補強部材を設けることで連結部材の寿命を向上させることが可能であるため、別途の連結部材自身の作成等は不要となり、汎用性に優れている。
According to the configuration of this, the use of higher reinforcement member than the Young's modulus of the connecting member, a tensile stress undergo preferentially reinforced member, thereby relieving the tensile stress in the connecting member. Further, by using a reinforcing member having a higher tensile strength than the connecting member, the tensile stress is relieved by the reinforcing member having higher resistance to the tensile stress than the connecting member, so that the replacement life of the connecting member can be extended. .
Furthermore, since it is possible to improve the life of the connecting member by providing a reinforcing member on the known connecting member, it is not necessary to create a separate connecting member itself, and the versatility is excellent.

本発明の継ぎ目部材によれば、従来の継ぎ目部材に比べて交換寿命が長い。
本発明に関連する補強部材によれば、従来の継ぎ目部材を使用した場合でも、交換寿命を延ばすことができる。
According to the joint member of the present invention, the replacement life is longer than that of the conventional joint member.
According to the reinforcing member related to the present invention, the replacement life can be extended even when a conventional seam member is used.

本発明の第1実施形態の軌道構造を表す概念図である。It is a conceptual diagram showing the track structure of 1st Embodiment of this invention. 図1のレール及び継ぎ目部材の分解斜視図である。It is a disassembled perspective view of the rail and seam member of FIG. 図1のレール及び継ぎ目部材の断面図である。It is sectional drawing of the rail of FIG. 1, and a seam member. 図3のレール及び継ぎ目部材の分解断面図である。FIG. 4 is an exploded cross-sectional view of the rail and the seam member of FIG. 3. 促進繰り返し試験の測定装置の説明図である。It is explanatory drawing of the measuring apparatus of an accelerated repetition test.

以下に本発明の実施形態について詳細に説明する。
なお、以下の説明において、特に断りがない限り、上下の位置関係は、通常の設置位置(図1)を基準に説明する。なお、以下の説明における物性は、常温における物性を表している。
Hereinafter, embodiments of the present invention will be described in detail.
In the following description, unless otherwise specified, the vertical positional relationship will be described based on the normal installation position (FIG. 1). In addition, the physical property in the following description represents the physical property in normal temperature.

第1実施形態に係る継ぎ目部材1は、図1のように鉄道軌道のレール100を連結するものであり、軌道方向に隣接した2つレール100の側面に跨がって固定されるものである。
継ぎ目部材1は、図1,図2のように連結部材2と、補強部材3から形成されている。
連結部材2は、軌道方向(レール100の延伸方向)に隣接したレール100a,100b間を連結する部材であり、2本のレール100a,100bに跨がって配されるものである。
連結部材2は、長尺状の板状の部材であり、その長手方向がレール100の延伸方向に向けて設置されるものである。
連結部材2は、図4のように天地方向下方から順に底部5と、中間部6と、頭部7から形成されている。
The seam member 1 according to the first embodiment connects the rails 100 of the railway track as shown in FIG. 1 and is fixed across the side surfaces of the two rails 100 adjacent to each other in the track direction. .
The seam member 1 is formed of a connecting member 2 and a reinforcing member 3 as shown in FIGS.
The connecting member 2 is a member that connects the rails 100a and 100b adjacent to each other in the track direction (the extending direction of the rail 100), and is arranged across the two rails 100a and 100b.
The connecting member 2 is a long plate-like member, and the longitudinal direction of the connecting member 2 is installed in the extending direction of the rail 100.
As shown in FIG. 4, the connecting member 2 is formed of a bottom portion 5, an intermediate portion 6, and a head portion 7 in order from below in the vertical direction.

底部5は、レール100に取り付けた状態において、レール100の底部103上に位置する部位であり、レール100の底部103の上側側面に沿った形状をした底面部8を有している。
中間部6は、レール100に取り付けた状態において、レール100の腹部102上に位置する部位であり、レール100の腹部102の側面に沿った形状をした側面部10を有している。また中間部6は、締結要素30を挿通可能な固定穴15を有している。固定穴15は、連結部材2の高さ方向(上下方向)において略中央に位置している。
頭部7は、レール100に取り付けた状態において、レール100の頭部101上に位置する部位であり、レール100の頭部101の下側側面(頭部101の下面)に沿った形状をした天面部11を有している。
連結部材2は、図3のようにレール100に取り付けた状態において、外側から内側に向けて先細りするテーパー状となっている。具体的には、底面部8と天面部11は傾斜面となっている。また、底面部8と側面部10の境界部位は、図3,図4のように底部5から中間部6に向けて、曲面を描いて連続している。また、側面部10と天面部11の境界部位は、中間部6から頭部7に向けて、曲面を描いて連続している。
The bottom part 5 is a part located on the bottom part 103 of the rail 100 in a state of being attached to the rail 100, and has a bottom part 8 shaped along the upper side surface of the bottom part 103 of the rail 100.
The intermediate part 6 is a part located on the abdominal part 102 of the rail 100 in a state of being attached to the rail 100, and has a side part 10 shaped along the side surface of the abdominal part 102 of the rail 100. Further, the intermediate portion 6 has a fixing hole 15 into which the fastening element 30 can be inserted. The fixing hole 15 is located substantially at the center in the height direction (vertical direction) of the connecting member 2.
The head 7 is a part located on the head 101 of the rail 100 in a state attached to the rail 100, and has a shape along the lower side surface (the lower surface of the head 101) of the head 100 of the rail 100. A top surface portion 11 is provided.
The connecting member 2 has a tapered shape that tapers from the outside toward the inside in a state where it is attached to the rail 100 as shown in FIG. Specifically, the bottom surface portion 8 and the top surface portion 11 are inclined surfaces. Further, the boundary portion between the bottom surface portion 8 and the side surface portion 10 is continuous with a curved surface from the bottom portion 5 toward the intermediate portion 6 as shown in FIGS. Further, the boundary portion between the side surface portion 10 and the top surface portion 11 is continuous from the intermediate portion 6 toward the head portion 7 while drawing a curved surface.

連結部材2の材質については、特に限定されないが、本実施形態では、繊維強化プラスチック(FRP)で形成されている。強化する繊維としては、ガラス繊維やカーボン繊維、ポリパラフェニレンベンゾビスオキサゾール繊維(PBO繊維ともいう)などが採用できるが、カーボン繊維及びPBO繊維は、ガラス繊維に比べて非常に高価(カーボン繊維の場合は10倍以上の価格)であり、ガラス繊維に比べて非常に細い線状のものであるため、必要使用本数が数倍(カーボン繊維2倍、PBO繊維12倍)となり、大きな設備面積が必要となる。これらの観点から、ガラス繊維で補強されていることが好ましい。
なお、本実施形態の連結部材2では、ガラス繊維強化プラスチック(GFRP)で形成されており、具体的には、ガラス繊維とビニルエステルを用いて引抜成形で生産されている。
The material of the connecting member 2 is not particularly limited, but is formed of fiber reinforced plastic (FRP) in the present embodiment. Glass fibers, carbon fibers, polyparaphenylene benzobisoxazole fibers (also referred to as PBO fibers), etc. can be adopted as reinforcing fibers, but carbon fibers and PBO fibers are very expensive compared to glass fibers (of carbon fibers). The price is 10 times or more), and the wire is very thin compared to glass fiber, so the required number of use is several times (carbon fiber twice, PBO fiber 12 times), and a large equipment area Necessary. From these viewpoints, it is preferably reinforced with glass fiber.
In addition, in the connection member 2 of this embodiment, it is formed with glass fiber reinforced plastic (GFRP), and specifically, it is produced by pultrusion using glass fiber and vinyl ester.

続いて、補強部材3について説明する。
補強部材3は、連結部材2の強度を補強する部材であり、連結部材2に対して着脱可能となっている。
補強部材3は、図2のように連結部材2の長手方向全体に取り付けられる板状の部材であり、取り付け時に連結部材2の底面部8を覆う緩衝部21と、連結部材2の側面部10を覆う立壁部22を有している。
緩衝部21は、連結部材2の底面部8に加わる引張応力を緩和させる部位である。
立壁部22は、レール100の横揺れ(レール100の内外方向の揺れ)を緩和させる部位である。
緩衝部21及び立壁部22は、図3,図4のように連結部材2の底面部8と側面部10に沿った形状となっている。すなわち、立壁部22は、レール100に取り付けた状態において、鉛直方向に延びており、緩衝部21は、鉛直方向に対して傾斜している。換言すると、緩衝部21は、鉛直成分と水平成分を有している。また、立壁部22と緩衝部21の境界部位は、連結部材2の底面部8と側面部10の境界部位と同様、曲面を描いて連続している。
立壁部22は、締結要素30を挿通可能な固定穴25を有している。
固定穴25は、組み立てた際に連結部材2の固定穴15に対応する位置に設けられている。
Subsequently, the reinforcing member 3 will be described.
The reinforcing member 3 is a member that reinforces the strength of the connecting member 2 and is detachable from the connecting member 2.
As shown in FIG. 2, the reinforcing member 3 is a plate-like member that is attached to the entire longitudinal direction of the connecting member 2, and includes a buffer portion 21 that covers the bottom surface portion 8 of the connecting member 2 and a side surface portion 10 of the connecting member 2. It has the standing wall part 22 which covers.
The buffer portion 21 is a portion that relaxes the tensile stress applied to the bottom surface portion 8 of the connecting member 2.
The upright wall portion 22 is a part that alleviates the rolling of the rail 100 (swaying in and out of the rail 100).
The buffer portion 21 and the standing wall portion 22 are shaped along the bottom surface portion 8 and the side surface portion 10 of the connecting member 2 as shown in FIGS. That is, the standing wall portion 22 extends in the vertical direction when attached to the rail 100, and the buffer portion 21 is inclined with respect to the vertical direction. In other words, the buffer part 21 has a vertical component and a horizontal component. Further, the boundary portion between the standing wall portion 22 and the buffer portion 21 is continuous with a curved surface like the boundary portion between the bottom surface portion 8 and the side surface portion 10 of the connecting member 2.
The standing wall portion 22 has a fixing hole 25 through which the fastening element 30 can be inserted.
The fixing hole 25 is provided at a position corresponding to the fixing hole 15 of the connecting member 2 when assembled.

補強部材3の立壁部22(連結部材2の側面部10を覆う部位の厚み)は、0.5mm以上4mm以下であり、1mm以上3mm以下であることが好ましい。
補強部材3のヤング率及び引張強度は、連結部材2のヤング率及び引張強度よりも大きい。
具体的には、補強部材3のヤング率は、連結部材2のヤング率の3.5倍以上20倍以下であることが好ましく、5倍以上20倍以下であることが特に好ましい。
具体的な数値を挙げると、補強部材3のヤング率は、100GPa以上500GPa以下であることが好ましく、120GPa以上500GPa以下であることが特に好ましい。
また補強部材3の引張強度は、連結部材2の引張強度の1.8倍以上10倍以下であることが好ましく、2倍以上10倍以下であることが特に好ましい。
具体的な数値を挙げると、補強部材3の引張強度は、900MPa以上5000MPa以下となっていることが好ましく、1500MPa以上5000MPa以下であることがより好ましく、2300MPa以上5000MPa以下であることが特に好ましい。
The standing wall portion 22 of the reinforcing member 3 (the thickness of the portion covering the side surface portion 10 of the connecting member 2) is 0.5 mm or more and 4 mm or less, and preferably 1 mm or more and 3 mm or less.
The Young's modulus and tensile strength of the reinforcing member 3 are larger than the Young's modulus and tensile strength of the connecting member 2.
Specifically, the Young's modulus of the reinforcing member 3 is preferably 3.5 to 20 times the Young's modulus of the connecting member 2, and more preferably 5 to 20 times.
Specifically, the Young's modulus of the reinforcing member 3 is preferably 100 GPa or more and 500 GPa or less, and particularly preferably 120 GPa or more and 500 GPa or less.
Further, the tensile strength of the reinforcing member 3 is preferably 1.8 times or more and 10 times or less, and particularly preferably 2 times or more and 10 times or less of the tensile strength of the connecting member 2.
Specifically, the tensile strength of the reinforcing member 3 is preferably 900 MPa to 5000 MPa, more preferably 1500 MPa to 5000 MPa, and particularly preferably 2300 MPa to 5000 MPa.

補強部材3の材質は、連結部材2のヤング率及び引張強度よりも大きな材質で形成されていれば、特に限定されるものではなく、例えば、繊維強化プラスチック製又はステンレス鋼製であることが好ましい。特に本実施形態のような連結部材2にガラス繊維強化プラスチック(GFRP)を使用している場合には、PBO繊維で強化されたプラスチックや炭素繊維強化プラスチック(CFRP)、SUS304 3/4Hのステンレス鋼で形成されていることが好ましい。   The material of the reinforcing member 3 is not particularly limited as long as it is formed of a material larger than the Young's modulus and tensile strength of the connecting member 2, and is preferably made of fiber reinforced plastic or stainless steel, for example. . In particular, when glass fiber reinforced plastic (GFRP) is used for the connecting member 2 as in this embodiment, PBO fiber reinforced plastic, carbon fiber reinforced plastic (CFRP), SUS304 3 / 4H stainless steel It is preferable that it is formed.

レール100は、公知のレールであり、図2,図4のように鉄道車輌が載置される頭部101と、まくら木等に固定される底部103と、頭部101と底部103を接続する腹部102からなっている。腹部102は、締結要素30を挿通可能な固定穴105を有している。   The rail 100 is a known rail, and as shown in FIGS. 2 and 4, a head 101 on which a railway vehicle is placed, a bottom 103 fixed to a sleeper or the like, and an abdomen connecting the head 101 and the bottom 103. 102. The abdomen 102 has a fixing hole 105 through which the fastening element 30 can be inserted.

締結要素30は公知の締結要素である。本実施形態では、ボルトとナットが採用されている。   The fastening element 30 is a known fastening element. In this embodiment, a bolt and a nut are employed.

続いて、継ぎ目部材1のレール100への取り付け手順に沿って各部材の位置関係について説明する。   Then, the positional relationship of each member is demonstrated along the attachment procedure to the rail 100 of the joint member 1. FIG.

まず、連結部材2に補強部材3を取り付けて位置決めする。
このとき、連結部材2の底面部8は、図3,図4のように補強部材3の緩衝部21によって覆われており、連結部材2の側面部10は、補強部材3の立壁部22によって覆われている。連結部材2の底面部8と側面部10は、それぞれ補強部材3の緩衝部21と立壁部22と面接触しており、仮止めされている。言い換えると、補強部材3に連結部材2の一部が嵌め込まれている。
補強部材3の最頂部(立壁部22の頂点)は、少なくとも連結部材2の固定穴15の頂点の高さよりも高い位置に位置しており、具体的には、連結部材2全体の天地方向の長さ(高さ)の2/3以上4/5以下の位置まで延びている。
First, the reinforcing member 3 is attached to the connecting member 2 and positioned.
At this time, the bottom surface portion 8 of the connecting member 2 is covered by the buffer portion 21 of the reinforcing member 3 as shown in FIGS. 3 and 4, and the side surface portion 10 of the connecting member 2 is covered by the standing wall portion 22 of the reinforcing member 3. Covered. The bottom surface portion 8 and the side surface portion 10 of the connecting member 2 are in surface contact with the buffer portion 21 and the standing wall portion 22 of the reinforcing member 3 and are temporarily fixed. In other words, a part of the connecting member 2 is fitted into the reinforcing member 3.
The topmost part of the reinforcing member 3 (the top of the standing wall part 22) is located at a position higher than at least the height of the top of the fixing hole 15 of the connecting member 2, and specifically, the top of the connecting member 2 in the vertical direction. It extends to a position of 2/3 or more and 4/5 or less of the length (height).

その後、図4のようにレール100に連結部材2及び補強部材3を取り付けて、図3のように締結要素30によって一体化する。
このとき、連結部材2は、図3のようにレール100の頭部101と腹部102と底部103の側面に沿って取り付けられている。補強部材3は、レール100と連結部材2との間に介在している。レール100の頭部101の下側側面と連結部材2の天面部11は、互いに面接触しており、レール100の底部103の上側側面と補強部材3の緩衝部21は、互いに面接触している。一方、連結部材2の側面部10とレール100の腹部102は面接触しておらず、連結部材2の側面部10とレール100の腹部102との間には隙間が形成されている。すなわち、レール100の頭部101と連結部材2の天面部11、及びレール100の底部103の側面と補強部材3の緩衝部21はそれぞれ係合しており、くさび効果が働くため、上下方向におけるレール100に対する連結部材2の相対的な位置決めが可能となっている。また、レール100は、両側側面から連結部材2及び補強部材3によって挟まれている。すなわち、レール100の内外方向に積層構造となっており、軌道の外側から順に連結部材2,補強部材3,レール100,補強部材3,連結部材2が積層している。
Thereafter, the connecting member 2 and the reinforcing member 3 are attached to the rail 100 as shown in FIG. 4 and integrated by the fastening element 30 as shown in FIG.
At this time, the connecting member 2 is attached along the side surfaces of the head 101, the abdomen 102, and the bottom 103 of the rail 100 as shown in FIG. The reinforcing member 3 is interposed between the rail 100 and the connecting member 2. The lower side surface of the head portion 101 of the rail 100 and the top surface portion 11 of the connecting member 2 are in surface contact with each other, and the upper side surface of the bottom portion 103 of the rail 100 and the buffer portion 21 of the reinforcing member 3 are in surface contact with each other. Yes. On the other hand, the side surface 10 of the connecting member 2 and the abdomen 102 of the rail 100 are not in surface contact, and a gap is formed between the side surface 10 of the connecting member 2 and the abdomen 102 of the rail 100. That is, the head portion 101 of the rail 100 and the top surface portion 11 of the connecting member 2, and the side surface of the bottom portion 103 of the rail 100 and the buffer portion 21 of the reinforcing member 3 are engaged with each other. The relative positioning of the connecting member 2 with respect to the rail 100 is possible. Further, the rail 100 is sandwiched between the connecting member 2 and the reinforcing member 3 from both side surfaces. That is, it has a laminated structure in the inner and outer directions of the rail 100, and the connecting member 2, the reinforcing member 3, the rail 100, the reinforcing member 3, and the connecting member 2 are laminated in order from the outside of the track.

各レール100と継ぎ目部材1との位置関係に注目すると、連結部材2は、隣接するレール100(100a,100b)の腹部102,102間に跨がって取り付けられており、同様に、補強部材3も隣接するレール100a,100bの腹部102,102間に跨がって取り付けられている。すなわち、図2のように連結部材2及び補強部材3はともに長手方向が軌道方向に向いている。またレール100aとレール100bの間には、隙間が形成されている。
各レール100と継ぎ目部材1は、図3のように、レール100の固定穴105と連結部材2の固定穴15と補強部材3の固定穴25とが一体となって一つの貫通孔を形成しており、当該貫通孔に締結要素30が挿入されて締結されている。
When attention is paid to the positional relationship between each rail 100 and the joint member 1, the connecting member 2 is mounted across the abdomen 102, 102 of the adjacent rails 100 (100a, 100b), and similarly, the reinforcing member 3 is also attached across the abdomen 102, 102 of the adjacent rails 100a, 100b. That is, as shown in FIG. 2, the longitudinal direction of both the connecting member 2 and the reinforcing member 3 is in the track direction. A gap is formed between the rail 100a and the rail 100b.
As shown in FIG. 3, each rail 100 and the seam member 1 are integrated with the fixing hole 105 of the rail 100, the fixing hole 15 of the connecting member 2, and the fixing hole 25 of the reinforcing member 3 to form one through hole. The fastening element 30 is inserted into the through hole and fastened.

このように、継ぎ目部材1によれば、補強部材3が連結部材2の側面部10に沿って、位置決め可能であるため、現場で締結要素30の締め付けと同時に容易に補強部材3の取り付けを行うことができる。
また、継ぎ目部材1によれば、レール100と、連結部材2又は補強部材3との間でのくさび効果によって、レール100に対する連結部材2の位置が位置決めされているため、締結要素30を取り外すことで容易に交換することができる。
As described above, according to the joint member 1, the reinforcing member 3 can be positioned along the side surface portion 10 of the connecting member 2. Therefore, the reinforcing member 3 can be easily attached at the same time as the fastening element 30 is tightened. be able to.
Further, according to the seam member 1, the position of the connecting member 2 with respect to the rail 100 is positioned by the wedge effect between the rail 100 and the connecting member 2 or the reinforcing member 3, so that the fastening element 30 is removed. Can be easily replaced.

続いて、補強部材3の有無による継ぎ目部材1の物性の違いについて説明する。
補強部材3を備えない場合の継ぎ目部材のヤング率に対する補強部材3を備えた継ぎ目部材1のヤング率(以下、規格化ヤング率ともいう)は、3.5以上20以下であり、5以上20以下であることが好ましい。
補強部材3を備えない場合の継ぎ目部材の引張強度に対する補強部材3を備えた継ぎ目部材1の引張強度(以下、規格化引張強度ともいう)は、1.8以上10以下であり、2以上10以下であることが好ましい。
また、規格化ヤング率と規格化引張強度の値の差は±10パーセント程度以内であるか、規格化引張強度が規格化ヤング率よりも大きな値をとることが好ましい。
Subsequently, a difference in physical properties of the joint member 1 depending on the presence or absence of the reinforcing member 3 will be described.
The Young's modulus (hereinafter also referred to as normalized Young's modulus) of the seam member 1 with the reinforcing member 3 relative to the Young's modulus of the seam member when the reinforcing member 3 is not provided is 3.5 or more and 20 or less, and 5 or more and 20 The following is preferable.
The tensile strength (hereinafter also referred to as normalized tensile strength) of the seam member 1 with the reinforcing member 3 relative to the tensile strength of the seam member when the reinforcing member 3 is not provided is 1.8 to 10 and is 2 to 10 The following is preferable.
Further, it is preferable that the difference between the normalized Young's modulus and the normalized tensile strength is within about ± 10%, or the normalized tensile strength is larger than the normalized Young's modulus.

上記した実施形態では、通常のレール間の連結する場合について説明したが、本発明はこれに限定されるものではなく、信号機や踏切警報機の設置場所近傍などの特定の区間のレールの連結に使用してもよい。この場合、上記したように隣接するレール間が電気的に絶縁された状態でなければならないため、連結部材2及び補強部材3は絶縁体で形成されていることが好ましい。   In the above-described embodiment, the case of connecting between normal rails has been described. However, the present invention is not limited to this, and is used for connecting rails in a specific section such as the vicinity of a place where a traffic signal or a crossing alarm is installed. May be used. In this case, since the adjacent rails must be electrically insulated as described above, the connecting member 2 and the reinforcing member 3 are preferably formed of an insulator.

上記した実施形態では、補強部材3の形状を連結部材2に沿った形状としたが、本発明はこれに限定するものではなく、連結部材の底部を補強できれば形状は問わない。例えば、平板状であってもよい。   In the above-described embodiment, the shape of the reinforcing member 3 is the shape along the connecting member 2, but the present invention is not limited to this, and the shape is not limited as long as the bottom of the connecting member can be reinforced. For example, it may be flat.

上記した実施形態では、補強部材3は連結部材2に対して位置決めできるものであったが、本発明はこれに限定されるものではなく、レールに対して位置決めできるものであってもよい。   In the embodiment described above, the reinforcing member 3 can be positioned with respect to the connecting member 2, but the present invention is not limited to this, and may be positioned with respect to the rail.

上記した実施形態では、連結部材2と補強部材3を別体としたが、本発明はこれに限定されるものではなく、連結部材と補強部材が一体となっていてもよい。
例えば、連結部材2の一部を異なる素材で形成することによって、連結部材として機能する部位と補強部材として機能する部位を一体的に形成してもよい。この場合、引張応力がかかりやすい連結部材2の底部(最下部)付近の一部の材質をガラス繊維の代わりに、カーボン繊維やPBO繊維を配置して成形を行ってもよい。こうすることによって、連結部材2の引張応力に対する耐性が向上し、さらに寿命を向上させることができる。また、一体的に形成することによって、部品点数の減少が可能であり作業効率が向上する。
In the embodiment described above, the connecting member 2 and the reinforcing member 3 are separated, but the present invention is not limited to this, and the connecting member and the reinforcing member may be integrated.
For example, a part that functions as a connecting member and a part that functions as a reinforcing member may be integrally formed by forming a part of the connecting member 2 from different materials. In this case, a part of the material near the bottom (lowermost part) of the connecting member 2 where tensile stress is easily applied may be formed by arranging carbon fibers or PBO fibers instead of glass fibers. By carrying out like this, the tolerance with respect to the tensile stress of the connection member 2 improves, and also a lifetime can be improved. Moreover, by forming integrally, the number of parts can be reduced and work efficiency is improved.

上記した実施形態では、補強部材3が連結部材2のレール100側の面の一部を覆った場合について説明したが、本発明はこれに限定されるものではなく、補強部材3が連結部材2のレール100側の面の全部を覆っていてもよい。すなわち、補強部材3が底面部8と側面部10と天面部11のすべてを覆っていてもよい。   In the above-described embodiment, the case where the reinforcing member 3 covers a part of the surface of the connecting member 2 on the rail 100 side has been described. However, the present invention is not limited to this, and the reinforcing member 3 is the connecting member 2. The entire surface on the rail 100 side may be covered. That is, the reinforcing member 3 may cover all of the bottom surface portion 8, the side surface portion 10, and the top surface portion 11.

以下に、実施例をもって本発明をさらに具体的に説明するが、本発明はこれらの実施例に限定されるものではない。   Hereinafter, the present invention will be described more specifically with reference to examples. However, the present invention is not limited to these examples.

本発明の具体的な実施例及び実施例に対する比較例の継ぎ目部材の作製手順と、これらの評価結果を説明する。   A specific example of the present invention and a procedure for producing a seam member of a comparative example with respect to the examples and the evaluation results thereof will be described.

〔実施例1〕
実施例1の継ぎ目部材は、連結部材2として信号器材株式会社製のカルイZ(50N−Z−B)を使用し、補強部材3として、幅25mm×長さ560mm×厚み1.2mmの平板状の炭素繊維強化プラスチック(CFRP)を使用した。
[Example 1]
The seam member of Example 1 uses Karui Z (50N-Z-B) manufactured by Signal Equipment Co., Ltd. as the connecting member 2, and the reinforcing member 3 is a flat plate having a width of 25 mm, a length of 560 mm, and a thickness of 1.2 mm. Carbon fiber reinforced plastic (CFRP).

〔実施例2〕
実施例2の継ぎ目部材は、連結部材2として信号器材株式会社製のカルイZ(50N−Z−B)を使用し、補強部材3として、幅25mm×長さ560mm×厚み1.0mmの平板状の東洋紡績株式会社製のザイロン繊維(登録商標)で強化されたプラスチック(ZFRP)を使用した。
[Example 2]
The seam member of Example 2 uses Karui Z (50N-Z-B) manufactured by Signal Equipment Co., Ltd. as the connecting member 2, and the reinforcing member 3 is a flat plate having a width of 25 mm × length of 560 mm × thickness of 1.0 mm. Used was a plastic (ZFRP) reinforced with Zylon Fiber (registered trademark) manufactured by Toyobo Co., Ltd.

〔実施例3〕
実施例3の継ぎ目部材は、連結部材2として信号器材株式会社製のカルイZ(50N−Z−B)を使用し、補強部材3として、幅25mm×長さ560mm×厚み1.5mmの平板状のステンレス鋼(SUS304 3/4H)を使用した。
Example 3
The joint member of Example 3 uses Karui Z (50N-Z-B) manufactured by Signal Equipment Co., Ltd. as the connecting member 2, and the reinforcing member 3 has a flat plate shape having a width of 25 mm × length of 560 mm × thickness of 1.5 mm. Stainless steel (SUS304 3 / 4H) was used.

〔比較例1〕
比較例1の継ぎ目部材は、連結部材2として信号器材株式会社製のカルイZ(50N−Z−B)を使用し、補強部材3として、幅25mm×長さ560mm×厚み1.2mmの平板状の鋼材(SS41)を使用した。
[Comparative Example 1]
The joint member of Comparative Example 1 uses Karui Z (50N-Z-B) manufactured by Signal Equipment Co., Ltd. as the connecting member 2, and the reinforcing member 3 has a flat plate shape of width 25 mm × length 560 mm × thickness 1.2 mm. Steel material (SS41) was used.

〔比較例2〕
比較例2の継ぎ目部材は、連結部材2として信号器材株式会社製のカルイZ(50N−Z−B)を使用し、補強部材3を使用しなかった。
[Comparative Example 2]
The seam member of Comparative Example 2 used Karui Z (50N-Z-B) manufactured by Signal Equipment Co., Ltd. as the connecting member 2 and did not use the reinforcing member 3.

〔促進繰り返し試験〕
図5に示す試験機にて、実施例1〜3及び比較例1,2の継ぎ目部材をレール間に設置して、レールの継ぎ目に対して鉛直方向の繰り返し荷重Fをかけ、促進繰り返し試験を行い、荷重をかけた。
試験条件としては、荷重:5〜45kN(輪重2.6〜23.8ton相当)間の繰り返し荷重Fを繰り返し周波数5Hzでかけた。
(Accelerated repeated test)
In the testing machine shown in FIG. 5, the joint members of Examples 1 to 3 and Comparative Examples 1 and 2 are installed between the rails, a vertical load F is applied to the rail joints, and an accelerated repeated test is performed. Performed and loaded.
As test conditions, a repetitive load F with a load of 5 to 45 kN (corresponding to a wheel load of 2.6 to 23.8 ton) was applied at a repetitive frequency of 5 Hz.

補強部材3を下部に設置した場合(実施例1〜3,比較例1)と、補強部材3を設けない場合(比較例2)で、クラック(亀裂)が固定穴25高さ(固定穴25の底辺)間で達するまでに要する繰り返し回数の比較を行った。補強部材3は、FRP継目板とレールが接触する部分に全長に渡って設置した。
なお、補強部材3の概要は表1に示し、試験結果を表2に示す。
When the reinforcing member 3 is installed in the lower part (Examples 1 to 3, Comparative Example 1) and when the reinforcing member 3 is not provided (Comparative Example 2), the crack (crack) has a height of the fixing hole 25 (fixing hole 25). Comparison of the number of repetitions required to reach between the bottoms). The reinforcing member 3 was installed over the entire length at the portion where the FRP joint plate and the rail contacted.
The outline of the reinforcing member 3 is shown in Table 1, and the test results are shown in Table 2.

Figure 0006190198
Figure 0006190198

Figure 0006190198
Figure 0006190198

クラック(亀裂)が固定穴25の高さまで達するまでの繰り返し回数は、比較例2(補強部材なし)と比べ、実施例1:6.1倍、実施例2:5.9倍、実施例3:4.7倍、比較例1:1.0倍であった。
実施例1,2ともに引張強度の相対比率(規格化引張強度)は、ヤング率の相対比率(規格化ヤング率)とほぼ同等となっており、寿命向上が6倍であった。
実施例3は実施例1,2に比べ、規格化ヤング率が高いが規格化引張強度が低いため、実施例1,2よりも効果は低かったが、比較例2(補強部材なし)よりは寿命の向上が見られた。
比較例1は、ヤング率が比較例2よりも高いが引張強度は低いため、比較例2よりも先に破壊された。すなわち、引張強度が低いと連結部材2よりも先に破壊されてしまい、補強部材3の補強の効果は0であった。
The number of repetitions until the crack (crack) reaches the height of the fixing hole 25 is Example 1: 6.1 times, Example 2: 5.9 times, Example 3 compared to Comparative Example 2 (without reinforcing member). : 4.7 times, Comparative Example 1: 1.0 times.
In both Examples 1 and 2, the relative ratio of the tensile strength (standardized tensile strength) was almost equal to the relative ratio of the Young's modulus (standardized Young's modulus), and the life improvement was 6 times.
Example 3 has a higher normalized Young's modulus than that of Examples 1 and 2 but a lower normalized tensile strength, so the effect was lower than that of Examples 1 and 2. However, compared to Comparative Example 2 (without a reinforcing member). An improvement in lifespan was observed.
In Comparative Example 1, Young's modulus was higher than that in Comparative Example 2, but the tensile strength was low, so it was broken before Comparative Example 2. That is, if the tensile strength is low, the connecting member 2 is destroyed before the reinforcing member 3 is reinforced.

1 継ぎ目部材
2 連結部材
3 補強部材
8 底部
21 緩衝部
22 立壁部
100 レール
DESCRIPTION OF SYMBOLS 1 Seam member 2 Connection member 3 Reinforcement member 8 Bottom part 21 Buffer part 22 Standing wall part 100 Rail

Claims (6)

軌道方向に隣接するレールの継ぎ目に取り付けられる継ぎ目部材において、
レールを連結する連結部材と、前記連結部材を補強する補強部材とを有し、
前記連結部材と前記補強部材は、別体であり、
補強部材は、レールに取り付けられた状態において、連結部材の少なくとも底部の一部又は全部を覆うものであり、
前記補強部材のヤング率及び引張強度は、それぞれ連結部材のヤング率及び引張強度よりも高く、
前記補強部材は、連結部材又はレールに位置決め可能であって、前記連結部材と前記レールの間に介在しており、
前記補強部材、前記連結部材、及び前記レールは、締結要素を挿通可能な固定穴をそれぞれ有し、
前記締結要素が前記補強部材、前記連結部材、及び前記レールのそれぞれの固定穴に挿入されて締結されることによって、レールと補強部材と連結部材とが一体化されることを特徴とする継ぎ目部材。
In the joint member attached to the joint of the rail adjacent in the track direction,
A connecting member that connects the rails, and a reinforcing member that reinforces the connecting member;
The connecting member and the reinforcing member are separate bodies,
The reinforcing member covers at least part or all of the bottom of the connecting member in a state where the reinforcing member is attached to the rail,
The Young's modulus and tensile strength of the reinforcing member, rather higher than the Young's modulus and tensile strength of each connecting member,
The reinforcing member can be positioned on a connecting member or a rail, and is interposed between the connecting member and the rail.
The reinforcing member, the connecting member, and the rail each have a fixing hole through which a fastening element can be inserted,
The rail, the reinforcing member, and the connecting member are integrated by inserting the fastening element into the fixing hole of each of the reinforcing member, the connecting member, and the rail and fastening the joint member. .
前記補強部材の引張強度は900MPa以上であることを特徴とする請求項1に記載の継ぎ目部材。   The joint member according to claim 1, wherein the reinforcing member has a tensile strength of 900 MPa or more. 前記補強部材は、前記連結部材の少なくとも一方の側面の一部又は全部を覆っていることを特徴とする請求項1又は2に記載の継ぎ目部材。   The seam member according to claim 1, wherein the reinforcing member covers a part or all of at least one side surface of the connecting member. 前記補強部材における、連結部材の側面を覆う部位の厚みが0.5mm以上4mm以下であることを特徴とする請求項3に記載の継ぎ目部材。   The joint member according to claim 3, wherein a thickness of a portion of the reinforcing member that covers a side surface of the connecting member is 0.5 mm or more and 4 mm or less. 前記補強部材は、繊維強化プラスチック製であることを特徴とする請求項1乃至のいずれかに記載の継ぎ目部材。 The reinforcing member, joint member according to any one of claims 1 to 4, characterized in that it is made of fiber-reinforced plastic. 前記補強部材及び前記連結部材は、絶縁体で形成されていることを特徴とする請求項1乃至のいずれかに記載の継ぎ目部材。 The joint member according to any one of claims 1 to 5 , wherein the reinforcing member and the connecting member are formed of an insulator.
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DE3007204C2 (en) * 1980-02-26 1983-12-22 Benkler ASD AG, Villmergen Electrically insulated rail joint connection
JPH0711601A (en) * 1993-06-28 1995-01-13 Sekisui Chem Co Ltd Rail joint member
JP2551526B2 (en) * 1993-06-29 1996-11-06 東日本旅客鉄道株式会社 Rail insulation seam plate
JPH0995901A (en) * 1995-09-29 1997-04-08 Sekisui Chem Co Ltd Joint member for track
JPH09151403A (en) * 1995-11-22 1997-06-10 Sekisui Chem Co Ltd Fishplate for rail
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JPH09256303A (en) * 1996-03-27 1997-09-30 Sekisui Chem Co Ltd Joint plate for rail
JPH11117203A (en) * 1997-10-17 1999-04-27 East Japan Railway Co Rail insulating joint structure
US20060027674A1 (en) * 2004-05-21 2006-02-09 Portec Rail Products, Inc. Center supported bond joint
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