JP2007009550A - Sleeper connecting structure - Google Patents

Sleeper connecting structure Download PDF

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JP2007009550A
JP2007009550A JP2005192152A JP2005192152A JP2007009550A JP 2007009550 A JP2007009550 A JP 2007009550A JP 2005192152 A JP2005192152 A JP 2005192152A JP 2005192152 A JP2005192152 A JP 2005192152A JP 2007009550 A JP2007009550 A JP 2007009550A
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sleeper
connection
connecting member
members
sleepers
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JP4709592B2 (en
JP2007009550A5 (en
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Kuniaki Onishi
国昭 大西
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/38Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers; Layers of concrete supporting both rails

Abstract

<P>PROBLEM TO BE SOLVED: To provide a sleeper connecting structure, easy in laying, providing the strong connection, simplifying a structure, and reducing cost. <P>SOLUTION: In this sleeper connecting structure 1, a plurality of connecting members 12 and 13 projecting in the track direction are arranged on both longitudinal side surfaces of a sleeper 11, and fitting parts 12a and 13a engaging in at least any direction of the longitudinal direction or the vertical direction of the sleeper 11 are arranged in longitudinal end part of the connecting members 12 and 13, and the mutual connecting members 12 and 13 of the adjacent sleeper 11 are mutually butted and connected by fitting both fitting parts 12a and 13a. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、レールの継ぎ目部や分岐部に敷設される連結まくら木の連結構造に関する。   The present invention relates to a connecting structure of connecting sleepers laid on a joint portion or a branch portion of a rail.

従来より木製やPC(Prestressed Concrete)製のまくら木が広く使用されているが、近年、これらのまくら木に代わるものとして、繊維強化硬質樹脂発泡体を素材とした合成木材で製されたまくら木が使用されるようになった。合成まくら木は、軽くて強度があり耐久性に優れ、しかも振動にも強いので、レールの継ぎ目や分岐部に好んで採用される。   Sleepers made of wood or PC (Prestressed Concrete) have been widely used in the past, but in recent years, sleepers made of synthetic wood made of fiber-reinforced hard resin foam have been used as an alternative to these sleepers. It became so. Synthetic sleepers are light, strong, durable, and resistant to vibration, so they are preferred for rail joints and branches.

ところで、レールの継ぎ目や分岐部では列車の通過に伴う振動が大きく、振動によって道床の圧密化が進んで軌道沈下が生じ易く、このため、軌道が上下したり、ときには横ずれを生じるといった所謂「あおり現象」が発生する。前記したように、レールの継ぎ目や分岐部には合成まくら木が多用されるが、合成まくら木は軽量であるため、特に「あおり現象」を生じ易い。   By the way, at the rail joints and branches, the vibration accompanying the passage of the train is large, the consolidation of the roadbed is advanced by the vibration, and the track subsidence is likely to occur. Occurs. As described above, synthetic sleepers are often used for rail joints and branching portions. However, since the synthetic sleepers are light in weight, the “tilting phenomenon” is particularly likely to occur.

そこで、「あおり現象」の防止策として、連結まくら木が使用されている。連結まくら木は、複数のまくら木の間に連結部材を橋渡してまくら木同士を連結したものである。従って、連結まくら木は全体形状の増大に伴って道床との接触面積が増加し、上下動に対する抗力が増大して「あおり現象」の発生を効果的に防止することができる。   Therefore, a connected sleeper is used as a measure to prevent the “tilting phenomenon”. The connected sleeper is obtained by connecting sleepers by bridging a connecting member between a plurality of sleepers. Therefore, the connection sleeper increases the contact area with the road bed as the overall shape increases, and the resistance against vertical movement increases, thereby effectively preventing the occurrence of the “tilting phenomenon”.

特許文献1には、このような連結まくら木が開示されている。
特許文献1に開示されたまくら木は、レールに沿って平行に配された一対の縦まくら木の間に複数の横まくら木を配して梯子状とし、横まくら木を長手方向に貫通して縦まくら木に固定する長尺の連結部材を各々の横まくら木毎に装着して一体化した梯子状のまくら木である。
また、特許文献1に開示された別のまくら木は、半分の長さの複数の横まくら木を所定間隔をあけて縦まくら木に固定した一対の構造体を用意し、この一対の構造体の横まくら木の端部同士を突き合わせて配し、突き合わせ部分を固定して一体化した梯子状のまくら木である。
Patent Document 1 discloses such a connected sleeper.
The sleeper disclosed in Patent Document 1 has a plurality of horizontal sleepers arranged between a pair of vertical sleepers arranged in parallel along the rails to form a ladder, and the horizontal sleepers are passed through in the longitudinal direction and fixed to the vertical sleepers. This is a ladder-shaped sleeper in which long connecting members that are attached to each horizontal sleeper are integrated.
Further, another sleeper disclosed in Patent Document 1 is provided with a pair of structures in which a plurality of horizontal sleepers having a half length are fixed to a vertical sleeper at a predetermined interval, and the horizontal sleepers of the pair of structures are prepared. This is a ladder-shaped sleeper that is arranged by abutting the ends of each other and fixing the abutting part together.

特許文献1に開示されたまくら木によれば、従来のまくら木に比べて、縦まくら木部分が追加されるので、道床への接触面積が増大する。また、複数の横まくら木が縦まくら木同士の間に配されて一体化されるので、剛性が高い。従って、まくら木に印加される荷重が分散されることとなり、道床の単位面積に印加される荷重が低減して圧密化の発生を抑制することが可能である。
特開2002−275802号公報
According to the sleeper disclosed in Patent Document 1, a vertical sleeper part is added as compared with a conventional sleeper, so that the contact area to the roadbed increases. Moreover, since a plurality of horizontal sleepers are arranged and integrated between the vertical sleepers, the rigidity is high. Accordingly, the load applied to the sleeper is dispersed, and the load applied to the unit area of the road bed is reduced, so that the occurrence of consolidation can be suppressed.
JP 2002-275802 A

ところが、特許文献1に開示されたまくら木は、構造が複雑で組立に時間を要し、しかも嵩高く重いため、敷設に手間を要するものであった。
また、列車の通過に伴って印加される振動や衝撃で連結部材や固定部分の緩みが生じ易い問題があった。更に、構造が複雑なために高い加工精度が要求されることとなり、コストの増加を招くために改善が望まれていた。
However, the sleeper disclosed in Patent Document 1 has a complicated structure, requires time for assembly, and is bulky and heavy.
In addition, there is a problem that the connecting member and the fixed portion are likely to be loosened due to vibration and impact applied as the train passes. Furthermore, since the structure is complicated, high processing accuracy is required, and an increase in cost has been desired.

本発明は、前記事情に鑑みて提案されるもので、敷設が容易で強固な連結が得られ、しかも、構造が簡単で省コスト化を図ったまくら木の連結構造を提供することを目的としている。   The present invention has been proposed in view of the above circumstances, and an object of the present invention is to provide a sleeper connection structure that is easy to lay and provides a strong connection, and that is simple in structure and saves costs. .

前記目的を達成するために提案される請求項1に記載の発明は、まくら木の長手両側面に軌道方向へ向けて突出する複数の連結部材を設けると共に、当該連結部材の長手端部にまくら木の長手方向または上下方向の少なくともいずれかの方向に対して係合する嵌合部を設け、隣接するまくら木の連結部材同士を互いに突き合わせて双方の嵌合部を嵌合させて連結するまくら木の連結構造である。   The invention according to claim 1, which is proposed to achieve the above object, is provided with a plurality of connecting members projecting in the orbital direction on both longitudinal sides of the sleeper trees, and at the longitudinal ends of the connecting members, the sleeper trees are provided. A sleeper connecting structure in which a fitting portion that engages in at least one of the longitudinal direction and the vertical direction is provided, and the connecting members of adjacent sleepers are butted against each other so that both fitting portions are fitted to each other. It is.

本発明によれば、隣接するまくら木の連結部材同士を突き合わせ、双方の嵌合部に接着剤を塗布して嵌合させるだけでまくら木が連結される。
また、双方の嵌合部を嵌合すると、まくら木の長手方向または上下方向の少なくともいずれかの方向に対して係合するので、嵌合部に加わる荷重に対する抗力が高い。また、嵌合部を設けることにより、連結部材同士を単に突き合わせて接合する場合に比べて接合面積を増加させることができ、接合強度が著しく増大する。
また、まくら木を必要な数だけ順次継ぎ足して連結することができるので、規定数のまくら木を一度に一体化する構成に比べて嵩張らず軽量で敷設が容易である。
According to the present invention, the sleepers are connected by simply connecting the connecting members of the adjacent sleepers and applying the adhesive to the fitting portions of the two.
In addition, when both the fitting portions are fitted, the mating portion is engaged in at least one of the longitudinal direction and the vertical direction of the sleeper, so that the resistance against the load applied to the fitting portion is high. In addition, by providing the fitting portion, it is possible to increase the bonding area as compared with the case where the connecting members are simply brought into contact with each other, and the bonding strength is remarkably increased.
In addition, since a required number of sleepers can be successively added and connected, the construction is less bulky and easier to lay than a configuration in which a specified number of sleepers are integrated at once.

則ち、本発明によれば、簡単な構造により容易に連結して剛性の高い連結まくら木を構築することができ、「あおり現象」の発生を効果的に防止しつつ、敷設性、耐久性を向上すると共に省コスト化を図ることが可能となる。   In other words, according to the present invention, it is possible to construct a connected sleeper with high rigidity by easily connecting with a simple structure, effectively preventing the occurrence of the “tilting phenomenon”, and improving the layability and durability. The cost can be reduced while improving.

本発明において、嵌合部は、まくら木の長手方向に対して係合する構成、または、まくら木の上下方向に対して係合する構成を採ることができる。また、まくら木の長手方向および上下方向の双方の方向に対して係合する構成を採ることもできる。
双方の方向に対して係合する構成とすることにより、嵌合部に加わる荷重に対する抗力を一層増大させることが可能となる。
In this invention, the fitting part can take the structure engaged with the longitudinal direction of a sleeper, or the structure engaged with the up-down direction of a sleeper. Moreover, the structure engaged with both the longitudinal direction and the up-down direction of a sleeper can also be taken.
By adopting a configuration that engages in both directions, it is possible to further increase the resistance against the load applied to the fitting portion.

嵌合部の具体的な構造は、例えば、一方の連結部材の端部に凸条で成る嵌合部を設けると共に他方の連結部材に凹条で成る嵌合部を設けた構成とすることができる。これらの凸条および凹条をまくら木の長手方向に沿って配することにより、互いに嵌合させることでまくら木の上下方向に対して係合させることができる。また、凸条および凹条をまくら木の上下方向に沿って配することにより、互いに嵌合させることでまくら木の長手方向に対して係合させることができる。   The specific structure of the fitting portion may be, for example, a configuration in which a fitting portion made of a ridge is provided at the end of one connecting member and a fitting portion made of a groove is provided on the other connecting member. it can. By arranging these ridges and ridges along the longitudinal direction of the sleeper, they can be engaged with each other in the vertical direction of the sleeper by being fitted to each other. Moreover, it can be made to engage with the longitudinal direction of a sleeper by fitting a convex line and a concave line along the up-down direction of a sleeper tree, and making it mutually fit.

また、例えば、一方の連結部材の嵌合部を凸部で形成すると共に他方の連結部材の嵌合部を凹部で形成し、これら凸部および凹部を嵌合させる構成を採ることにより、互いに嵌合させることでまくら木の長手方向および上下方向に対して係合させることが可能である。   In addition, for example, the fitting portion of one connecting member is formed with a convex portion, the fitting portion of the other connecting member is formed with a concave portion, and the convex portion and the concave portion are fitted to each other, thereby fitting each other. It is possible to engage with the longitudinal direction and the vertical direction of the sleeper by combining them.

請求項2に記載の発明は、請求項1に記載のまくら木の連結構造において、前記連結部材は、予めまくら木に一体的に取り付けられる構成とされている。   According to a second aspect of the present invention, in the sleeper tree connecting structure according to the first aspect, the connecting member is integrally attached to the sleeper in advance.

本発明によれば、まくら木に連結部材を取り付ける手間を要することなく、敷設現場において必要な数だけ順次継ぎ足して連結することができ、敷設作業を効率良く行うことが可能となる。また、連結する前のまくら木は、まくら木本体に短尺の連結部材が取り付けられただけであり、軽量で嵩張らず搬送や敷設が容易である。   According to the present invention, it is possible to sequentially add and connect as many as necessary at the laying site without requiring the trouble of attaching the connecting member to the sleeper, and the laying work can be performed efficiently. Moreover, the sleeper before being connected is simply a short connecting member attached to the sleeper main body, and is light and not bulky, and can be easily transported and laid.

本発明において、連結部材をまくら木に取り付ける構造としては、例えば、接着剤や金具などを用いて固定する構成を採ることができる。また、まくら木を貫通させて連結部材を取り付けることも可能である。   In the present invention, as a structure for attaching the connecting member to the sleeper, for example, a configuration in which the connecting member is fixed using an adhesive or a metal fitting can be employed. It is also possible to attach the connecting member through the sleeper tree.

請求項3に記載の発明は、まくら木の長手両側面に軌道方向へ向けて突出する複数の連結部材を設け、隣接するまくら木の連結部材同士を互いに突き合わせて当該突き合わせ部分の一部または全部を覆うように双方の連結部材に渡る一または二以上の接続部材を宛い、宛がった接続部材と双方の連結部材とを一体的に固定して連結するまくら木の連結構造である。   The invention according to claim 3 is provided with a plurality of connecting members projecting in the track direction on both longitudinal sides of the sleeper, and the connecting members adjacent to each other are butted together to cover a part or all of the butted portion. In this way, the sleeper is connected to one or two or more connecting members over both connecting members, and the connecting member and the connecting members that are addressed to each other are integrally fixed and connected.

本発明によれば、突き合わせた連結部材同士が接続部材によって一体的に強固に固定されるので、連結されたまくら木全体の剛性が著しく増大し、「あおり現象」の発生を効果的に阻止することができる。   According to the present invention, since the joined connecting members are firmly and integrally fixed by the connecting member, the rigidity of the whole connected sleeper is remarkably increased, and the occurrence of the “tilting phenomenon” is effectively prevented. Can do.

本発明において、接続部材は、連結部材の突き合わせ部分の一部だけを覆う形状であっても良く、突き合わせ部分の全部を覆う形状であっても良い。
例えば、断面が方形の連結部材であれば、平板状の接続部材によって突き合わせ部分の上面側だけを覆う構成や上下両面を覆う構成、あるいは、突き合わせ部分の上下左右全面を覆う構成を採ることができる。突き合わせ部分の上下左右全面を覆う構成では、接続部材として方形状の管材を採用することも可能である。
In the present invention, the connection member may have a shape that covers only a part of the butted portion of the connecting member, or may have a shape that covers the entire butted portion.
For example, if the connecting member has a rectangular cross section, a configuration in which only the upper surface side of the abutting portion is covered by a flat connecting member, a configuration in which the upper and lower surfaces are covered, or a configuration in which the entire upper, lower, left, and right sides of the abutting portion are covered can be adopted. . In the configuration that covers the entire top, bottom, left, and right of the butted portion, it is also possible to employ a rectangular tube material as the connecting member.

また、本発明において、接続部材の下部にまくら木の下面よりも下方に突出する位置ずれ防止部を設けた構成を採ることもできる。この構成によれば、連結されたまくら木をバラスト道床に敷設すると、接続部材の位置ずれ防止部がバラストに埋設することとなり、まくら木を介して接続部材に印加される荷重に対して抗力を発現する。これにより、まくら木の位置ずれを効果的に抑制することが可能となる。   Moreover, in this invention, the structure which provided the position shift prevention part which protrudes below rather than the lower surface of a sleeper can also be taken in the lower part of a connection member. According to this configuration, when the connected sleepers are laid on the ballast roadbed, the displacement preventing portion of the connecting member is embedded in the ballast, and a resistance is exerted against the load applied to the connecting member via the sleeper. . Thereby, it becomes possible to suppress the position shift of the sleeper effectively.

請求項4に記載の発明は、請求項3に記載のまくら木の連結構造において、前記連結部材は、断面が多角形または円形または楕円形を有する中実材または中空材である構成とされている。   According to a fourth aspect of the present invention, in the connecting structure of the sleeper tree according to the third aspect, the connecting member is a solid material or a hollow material having a polygonal shape, a circular shape, or an elliptical shape in cross section. .

本発明によれば、断面が多角形または円形または楕円形を有する中実材で成る連結部材を採用することにより、連結部材の長手方向の曲げ剛性を向上させることが可能である。連結部材として中実材を採用する場合、まくら木と同一の木材や合成木材を用いて製することが可能である。   According to the present invention, it is possible to improve the bending rigidity in the longitudinal direction of the connecting member by employing the connecting member made of a solid material having a polygonal shape, a circular shape, or an elliptical cross section. When a solid material is used as the connecting member, it can be manufactured using the same wood or synthetic wood as the sleeper.

また、同様の断面形状を有する中空材で成る連結部材を採用することにより、曲げ剛性を確保しつつ軽量化を図ることが可能である。連結部材として中空材を採用する場合、金属材を用いて製することが可能である。   Further, by adopting a connecting member made of a hollow material having the same cross-sectional shape, it is possible to reduce the weight while ensuring bending rigidity. When a hollow material is employed as the connecting member, it can be manufactured using a metal material.

請求項5に記載の発明は、請求項3または4に記載のまくら木の連結構造において、前記連結部材は、まくら木を貫通して設けられると共に、まくら木の長手両側面から突出する部位にまくら木との相対移動を阻止する拡大係止部を備えた構成とされている。   According to a fifth aspect of the present invention, in the sleeper tree connection structure according to the third or fourth aspect, the connection member is provided so as to penetrate the sleeper tree, and is connected to the sleeper tree at portions protruding from both longitudinal sides of the sleeper tree. It is set as the structure provided with the expansion latching | locking part which blocks | relates relative movement.

本発明によれば、まくら木を貫通する連結部材が拡大係止部を有するので、連結部材に長手方向に向かう荷重が印加されても、拡大係止部がまくら木の長手側面に当接してまくら木に対する相対移動が阻止される。則ち、本発明によれば、まくら木に連結部材を貫通させる構造であるにも拘わらず、連結部材をまくら木に強固に一体化して固定することができる。これにより、連結まくら木全体の剛性を向上させることが可能となる。   According to the present invention, since the connecting member penetrating the sleeper has the enlarged locking portion, even if a load in the longitudinal direction is applied to the connecting member, the enlarged locking portion abuts on the longitudinal side surface of the sleeper and Relative movement is prevented. In other words, according to the present invention, the connecting member can be firmly integrated and fixed to the sleeper despite the structure in which the connecting member is passed through the sleeper. Thereby, it becomes possible to improve the rigidity of the whole connected sleeper.

請求項6に記載の発明は、まくら木の長手両側面に複数の係合部材を取り付け、両端に係止部を備えた連結部材を隣接するまくら木同士の間に橋渡して、当該連結部材の係止部をまくら木に設けた係合部材に係合させて連結すると共に、係合を保持する係合保持部材を連結部材と係合部材との間に取り付けるまくら木の連結構造である。   According to the sixth aspect of the present invention, a plurality of engaging members are attached to both longitudinal sides of the sleeper, and a connecting member provided with a locking portion at both ends is bridged between adjacent sleepers to lock the connecting member. This is a sleeper connecting structure in which a portion is engaged and connected to an engaging member provided on the sleeper and an engaging holding member that holds the engagement is attached between the connecting member and the engaging member.

本発明によれば、連結部材の係止部をまくら木に取り付けた係合部材に係合させるだけでまくら木同士が連結され、係合保持部材によって係合が保持される。これにより、隣接するまくら木を短時間に効率良く連結することができ、敷設作業性が向上する。   According to the present invention, the sleepers are connected to each other simply by engaging the engaging portion of the connecting member with the engaging member attached to the sleeper, and the engagement is held by the engagement holding member. Thereby, the adjacent sleepers can be efficiently connected in a short time, and laying workability is improved.

また、本発明によれば、まくら木に取り付けられる係合部材は、連結部材を係合する機能を備えれば良いので、まくら木からの突出長を低減可能である。従って、係合部材を予めまくら木に取り付けた場合でも、軽量で嵩張らず、搬送性、敷設性を向上させることができる。   Further, according to the present invention, the engaging member attached to the sleeper is only required to have a function of engaging the connecting member, so that the protrusion length from the sleeper can be reduced. Therefore, even when the engaging member is previously attached to the sleeper, it is light and not bulky, and the transportability and laying property can be improved.

請求項7に記載の発明は、請求項3乃至6のいずれか1項に記載のまくら木の連結構造において、前記接続部材または係合保持部材は、まくら木の長手方向または軌道方向の少なくともいずれかの方向に沿って下方に向けて突出する位置ずれ防止部を備えた構成とされている。   According to a seventh aspect of the present invention, in the sleeper linking structure according to any one of the third to sixth aspects, the connection member or the engagement holding member is at least one of a longitudinal direction or a trajectory direction of the sleeper. It is set as the structure provided with the position shift prevention part which protrudes toward a downward direction along a direction.

本発明によれば、連結されたまくら木をバラスト道床に敷設すると、位置ずれ防止部の下部がバラストに埋設する。従って、まくら木に横方向の荷重が印加されると位置ずれ防止部がバラストに当接して抗力を発現し、まくら木の位置ずれを効果的に抑制することが可能となる。   According to the present invention, when the connected sleepers are laid on the ballast roadbed, the lower portion of the misalignment prevention portion is embedded in the ballast. Therefore, when a lateral load is applied to the sleeper, the misalignment prevention unit comes into contact with the ballast and develops a drag force, thereby effectively suppressing the misalignment of the sleeper.

本発明において、位置ずれ防止部は、接続部材または係合保持部材に設けることが可能である。また、位置ずれ防止部は、まくら木の長手方向に沿って設ける構成や、軌道方向に沿って設ける構成を採ることができる。位置ずれ防止部をまくら木の長手方向に沿って設けることにより、軌道方向の荷重による位置ずれが抑制される。また、位置ずれ防止部を軌道方向に沿って設けることにより、まくら木の長手方向の荷重による位置ずれが抑制される。更に、位置ずれ防止部をまくら木の長手方向および軌道方向に沿って設ける構成を採ることにより、まくら木の長手方向および軌道方向の加重による位置ずれを抑制することが可能となる。   In the present invention, the misalignment prevention unit can be provided on the connection member or the engagement holding member. Moreover, the position shift prevention part can take the structure provided along the longitudinal direction of a sleeper, or the structure provided along a track direction. By providing the position shift prevention part along the longitudinal direction of the sleeper, position shift due to the load in the track direction is suppressed. Further, by providing the misalignment prevention portion along the track direction, misalignment due to the load in the longitudinal direction of the sleeper is suppressed. Further, by adopting a configuration in which the misalignment prevention unit is provided along the longitudinal direction and the trajectory direction of the sleeper, it is possible to suppress the misalignment due to the weighting in the longitudinal direction and the trajectory direction of the sleeper.

請求項8に記載の発明は、まくら木の長手両端部に軌道方向へ延出する連結部材を設けると共に、当該連結部材の長手両端部にまくら木の長手方向または上下方向の少なくともいずれかの方向に対して係合する嵌合部を設け、隣接するまくら木の連結部材同士を互いに突き合わせて双方の嵌合部を嵌合させて連結するまくら木の連結構造である。   The invention according to claim 8 is provided with connecting members extending in the orbital direction at both longitudinal ends of the sleeper, and at least one of the longitudinal direction and the vertical direction of the sleeper at both longitudinal ends of the connecting member. This is a sleeper connecting structure in which fitting parts that are engaged with each other are provided, and connecting members of adjacent sleepers are butted together so that both fitting parts are fitted together.

本発明によれば、隣接するまくら木の連結部材同士を突き合わせ、双方の嵌合部に接着剤を塗布して嵌合させるだけでまくら木が連結される。また、双方の嵌合部を嵌合すると、まくら木の長手方向または上下方向の少なくともいずれかの方向に対して係合するので、嵌合部に加わる荷重に対する抗力が高い。また、嵌合部を設けることにより、連結部材同士を単に突き合わせて接合する場合に比べて接合面積を増加させることができ、接合強度が著しく増大する。
また、まくら木を必要数だけ順次継ぎ足して連結することができるので、規定数のまくら木を一度に一体化する構成に比べて嵩張らず軽量で敷設が容易である。
According to the present invention, the sleepers are connected by simply connecting the connecting members of the adjacent sleepers and applying the adhesive to the fitting portions of the two. In addition, when both the fitting portions are fitted, the mating portion is engaged in at least one of the longitudinal direction and the vertical direction of the sleeper, so that the resistance against the load applied to the fitting portion is high. In addition, by providing the fitting portion, it is possible to increase the bonding area as compared with the case where the connecting members are simply brought into contact with each other, and the bonding strength is remarkably increased.
In addition, since the required number of sleepers can be added and connected in sequence, it is less bulky and easier to lay than a configuration in which a specified number of sleepers are integrated at once.

本発明において、嵌合部は、まくら木の長手方向に対して係合する構成、または、まくら木の上下方向に対して係合する構成を採ることができる。また、まくら木の長手方向および上下方向の双方の方向に対して係合する構成を採ることもできる。双方の方向に対して係合する構成とすることにより、接合強度を一層向上させることが可能となる。   In this invention, the fitting part can take the structure engaged with the longitudinal direction of a sleeper, or the structure engaged with the up-down direction of a sleeper. Moreover, the structure engaged with both the longitudinal direction and the up-down direction of a sleeper can also be taken. By adopting a configuration that engages in both directions, the bonding strength can be further improved.

請求項9に記載の発明は、まくら木の長手両端部に軌道方向へ延出する連結部材を設け、隣接するまくら木の連結部材同士を互いに突き合わせて、当該突き合わせ部分の一部または全部を覆うように双方の連結部材に渡る接続部材を宛がい、宛がった接続部材と双方の連結部材とを一体的に固定して連結するまくら木の連結構造である。   The invention according to claim 9 is provided so that connecting members extending in the track direction are provided at both longitudinal ends of the sleepers, and the connecting members of the adjacent sleepers are butted together so as to cover a part or all of the butted portions. This is a sleeper connecting structure in which connecting members over both connecting members are addressed, and the connected connecting members and both connecting members are integrally fixed and connected.

本発明によれば、突き合わせられた連結部材同士が接続部材によって一体的に強固に固定されるので、連結されたまくら木全体の剛性を向上させることが可能となる。
本発明において、接続部材は、連結部材の突き合わせ部分の一部だけを覆う形状であっても良く、また、突き合わせ部分の全部を覆う形状であっても良い。
According to the present invention, since the joined connecting members are firmly and integrally fixed by the connecting member, it is possible to improve the rigidity of the whole connected sleeper.
In the present invention, the connection member may have a shape that covers only a part of the butted portion of the connecting member, or may have a shape that covers the entire butted portion.

請求項10に記載の発明は、請求項10記載のまくら木の連結構造において、前記連結部材は溝形状であり、前記接続部材を連結部材の溝の内部に挿入して固定される構成とされている。   According to a tenth aspect of the present invention, in the sleeper tree coupling structure according to the tenth aspect, the coupling member has a groove shape, and the connection member is inserted into the groove of the coupling member and fixed. Yes.

本発明は、請求項9に記載の発明の連結部材と接続部材の形状を具体的に示したものである。本発明によれば、請求項9に記載の発明を容易に実施することができ、連結部材同士を接続部材によって一体的に強固に固定することが可能となる。   The present invention specifically shows the shapes of the connecting member and the connecting member according to the ninth aspect of the present invention. According to the present invention, the invention described in claim 9 can be easily implemented, and the connecting members can be integrally and firmly fixed by the connecting member.

ところで、前記本発明において、まくら木は長繊維強化硬質合成樹脂発泡体を素材とする合成木材で製するのが良い。また、連結部材および接続部材についても、強度が確保される限りまくら木と同様の合成木材で製するのが良い。
発泡樹脂の種類としては、例えば、ウレタン樹脂、エポキシ樹脂、ビニルエステル樹脂、不飽和ポリエステル樹脂、フェノール樹脂などの熱硬化樹脂であって硬質のものが好適に使用される。尚、発泡樹脂中に、圧縮強度の向上や低コスト化を図るために、炭酸カルシウム、石膏、タルク、水酸化アルミニウム、クレーなどの無機充填材や、シラスバルーン、パーライト、ガラスバルーン等の軽量骨材が添加されても良い。
By the way, in the said invention, it is good to manufacture the sleeper board with the synthetic wood which uses a long fiber reinforcement hard synthetic resin foam as a raw material. Also, the connecting member and the connecting member are preferably made of synthetic wood similar to the sleeper as long as strength is ensured.
As a kind of foamed resin, for example, a hard resin that is a thermosetting resin such as a urethane resin, an epoxy resin, a vinyl ester resin, an unsaturated polyester resin, or a phenol resin is preferably used. In order to improve compressive strength and reduce costs in the foamed resin, inorganic fillers such as calcium carbonate, gypsum, talc, aluminum hydroxide, clay, and lightweight bones such as shirasu balloon, pearlite, glass balloon, etc. Materials may be added.

硬質合成樹脂発泡材を補強する繊維としては、例えば、ガラス繊維、炭素繊維、金属繊維、セラミック繊維などの無機質繊維や、芳香族ポリアミド繊維等の合成繊維や天然繊維等の有機質繊維の何れかであればよいが、強度や経済性の面からガラス繊維が適している。繊維の形態は、ヤーン、クロス、ロービング、ロービングクロス、クロスマット等の長繊維形態のものが好適であり、必要に応じてチップ、ミドルファイバー等の短繊維やシラスバルーン等の中空充填材を併用しても良い。   Examples of fibers that reinforce the hard synthetic resin foam include inorganic fibers such as glass fibers, carbon fibers, metal fibers, and ceramic fibers, synthetic fibers such as aromatic polyamide fibers, and organic fibers such as natural fibers. Glass fiber is suitable from the viewpoint of strength and economy. The fiber is preferably in the form of long fibers such as yarn, cloth, roving, roving cloth, and cloth mat. Short fibers such as chips and middle fibers and hollow fillers such as shirasu balloons are used in combination as necessary. You may do it.

ガラス繊維としては、ガラスロービング、ガラスロービングクロス、ガラスマット、コンティニュアスストランドマット等の形態のものが挙げられる。この繊維は単独で使用しても良いし、2層以上積層して使用しても良く、また、長繊維と短繊維を混ぜて使用しても良い。最も好適な材料としては硬質ウレタン樹脂を長手方向へ引き揃えられたガラス長繊維で補強した発泡体であり、例えば、商品名「エスロンネオランバーFFU」積水化学工業株式会社製が挙げられる。   Examples of the glass fiber include glass roving, glass roving cloth, glass mat, and continuous strand mat. These fibers may be used alone, or may be used by laminating two or more layers, or a mixture of long fibers and short fibers may be used. The most preferred material is a foam reinforced with long glass fibers that are made of hard urethane resin aligned in the longitudinal direction. For example, trade name “Eslon Neo Lumber FFU” manufactured by Sekisui Chemical Co., Ltd. may be mentioned.

ここで、まくら木にかかる応力は、主としてレールを支点とする曲げモーメントに起因するものであり、まくら木の長手方向への高い曲げ剛性(EI)が要求される。従って、まくら木に採用する合成まくら木は、まくら木自体が、合成木材の繊維方向をまくら木の長手方向へ合わせたものや、或いは、繊維方向の異なる合成木材を積層したものが、長手方向への曲げ剛性を向上させる面で好適である。また、連結部材および接続部材も、繊維方向が補強部材の長手方向となるように原板から切り出したものを用いるのが良い。   Here, the stress applied to the sleeper is mainly caused by a bending moment with the rail as a fulcrum, and a high bending rigidity (EI) in the longitudinal direction of the sleeper is required. Therefore, the synthetic sleeper used for the sleeper is the one in which the sleeper itself is made by aligning the fiber direction of the synthetic wood with the longitudinal direction of the sleeper, or by laminating synthetic woods with different fiber directions. It is suitable in terms of improving Moreover, it is good to use what was cut out from the original plate so that a fiber direction may become a longitudinal direction of a reinforcement member also as a connection member and a connection member.

本発明によれば、極めて簡単な構成によって、軽量で敷設が容易であり、しかも、耐久性の高いまくら木の連結構造を提供することができる。これにより、レールの継ぎ目や分岐部における連結まくら木の敷設作業性が向上すると共に省コスト化を図ることが可能となる。   According to the present invention, it is possible to provide a sleeper sleeper connection structure that is light in weight and easy to lay with a very simple configuration and that has high durability. Thereby, it becomes possible to improve the workability of laying connected sleepers at the joints and branching portions of the rails and to reduce the cost.

以下に、図面を参照して本発明の実施形態を説明する。
(第1実施形態)
図1(a),(b)は、第1実施形態のまくら木の連結構造1(1a)に採用する連結用まくら木10の分解斜視図および斜視図、図1(c)はまくら木の連結構造1aを示す斜視図であり、図2および図3は、図1(b)の連結用まくら木10の変形例を示す斜視図である。また、図4(a),(b)は、変形例のまくら木の連結構造1(1b)に採用する連結用まくら木19の分解斜視図および斜視図、図4(c)はまくら木の連結構造1bを示す斜視図である。
Embodiments of the present invention will be described below with reference to the drawings.
(First embodiment)
1 (a) and 1 (b) are an exploded perspective view and a perspective view of a connecting sleeper 10 employed in the connecting structure 1 (1a) of the sleeper according to the first embodiment, and FIG. 1 (c) shows a connecting structure 1a of the sleeper tree. FIG. 2 and FIG. 3 are perspective views showing a modification of the connecting sleeper 10 of FIG. 1 (b). 4 (a) and 4 (b) are an exploded perspective view and a perspective view of the connecting sleeper 19 employed in the sleeper connecting structure 1 (1b) of the modified example, and FIG. 4 (c) is a connecting structure 1b of the sleeper tree. FIG.

本実施形態のまくら木の連結構造1は、まくら木の長手両側面に軌道方向へ向けて突出する複数の嵌合部を備えた連結部材を設け、隣接するまくら木の連結部材同士を互いに突き合わせて双方の嵌合部を嵌合させて連結するものである。   The sleeper tree connection structure 1 of the present embodiment is provided with a connection member provided with a plurality of fitting portions projecting in the track direction on both longitudinal sides of the sleeper tree, and the connection members adjacent to each other are butted together. A fitting part is fitted and connected.

連結構造1aに採用する連結用まくら木10は、図1(a)の様に、まくら木11と連結部材12,13で構成される。
まくら木11は、通常サイズのまくら木であり、レールが締結される軌道位置の近傍には、幅方向に貫通する角穴11a,11aが開けられている。本実施形態では、まくら木11を合成木材で製している。
The sleeper 10 for connection employ | adopted as the connection structure 1a is comprised by the sleeper 11 and the connection members 12 and 13 like Fig.1 (a).
The sleeper tree 11 is a sleeper tree of a normal size, and square holes 11a and 11a penetrating in the width direction are opened in the vicinity of the track position where the rail is fastened. In this embodiment, the sleeper tree 11 is made of synthetic wood.

連結部材12は、まくら木11と略等しい幅と高さを有し、隣接するまくら木11の対向する側面間距離の略半分の長さを有する角材であり、一方の長手端部には上下方向に向けて凹条(嵌合部)12aが設けられ、他方の長手端部にはまくら木11の角穴11aに対応した形状の凸部12bが設けられている。   The connecting member 12 is a square member having substantially the same width and height as the sleeper 11 and having a length that is substantially half the distance between the opposing side surfaces of the adjacent sleepers 11. A concave line (fitting part) 12a is provided toward the other end, and a convex part 12b having a shape corresponding to the square hole 11a of the sleeper 11 is provided at the other longitudinal end part.

連結部材13は、連結部材12と略等しい形状の角材であり、一方の長手端部には上下方向に向けて凸条(嵌合部)13aが設けられ、他方の長手端部にはまくら木11の角穴11aに対応した形状の凸部13bが設けられている。
本実施形態では、連結部材12,13も合成木材で製している。
The connecting member 13 is a square member having substantially the same shape as the connecting member 12, and one long end is provided with a protrusion (fitting portion) 13 a in the vertical direction, and the other long end is a sleeper 11. A convex portion 13b having a shape corresponding to the square hole 11a is provided.
In the present embodiment, the connecting members 12 and 13 are also made of synthetic wood.

連結用まくら木10は、図1(a),(b)の様に、まくら木11を左右から挟むように、連結部材12,13の凸部12b,13bを角穴11aに挿入して組み立てる。組立に際しては、凸部12b,13bと角穴11aに樹脂接着剤を塗布する。
組み立てられた連結用まくら木10は、図1(b)の様に、まくら木11の一方の長手側面から軌道方向へ向けて2本の連結部材12,12が突出し、他方の長手側面から軌道方向へ向けて2本の連結部材13,13が突出した形状となる。
As shown in FIGS. 1A and 1B, the connecting sleeper 10 is assembled by inserting the convex portions 12b and 13b of the connecting members 12 and 13 into the square holes 11a so as to sandwich the sleeper 11 from the left and right. In assembling, a resin adhesive is applied to the convex portions 12b and 13b and the square hole 11a.
In the assembled sleeper 10, as shown in FIG. 1 (b), the two connecting members 12, 12 project from one longitudinal side surface of the sleeper 11 toward the track direction, and from the other long side surface to the track direction. The two connecting members 13 and 13 project toward the shape.

本実施形態のまくら木の連結構造1aは、この連結用まくら木10を用いる。
連結構造1aは、図1(c)の様に、連結用まくら木10,10を隣接させ、一方の連結用まくら木10の連結部材12,12と、他方の連結用まくら木10の連結部材13,13とを突き合わせて、双方の凹条12aと凸条13aとを嵌合させて連結する。嵌合に際しては、凹条12aと凸条13aに樹脂接着剤を塗布する。これにより、隣接して配置された連結用まくら木10,10同士が連結部材12,13によって互いに連結される。
The sleeper tree connection structure 1a of the present embodiment uses the sleeper 10 for connection.
As shown in FIG. 1 (c), the connecting structure 1 a has the connecting sleepers 10, 10 adjacent to each other, the connecting members 12, 12 of one connecting sleeper 10, and the connecting members 13, 13 of the other connecting sleeper 10. And the both concave ridges 12a and the convex ridges 13a are fitted and connected. In fitting, a resin adhesive is applied to the concave stripes 12a and the convex stripes 13a. As a result, the connecting sleepers 10 and 10 arranged adjacent to each other are connected to each other by the connecting members 12 and 13.

ここで、連結部材12の凹条12aと連結部材13の凸条13aは、いずれも上下方向に向けて設けられるので、これらを嵌合させると、まくら木11の長手方向に対して係合する。則ち、凹条12aと凸条13aの嵌合によってまくら木11の長手方向に加わる荷重に対して大きな抗力を発現する。また、凹条12aと凸条13aを設けることにより、単に連結部材12,13の端部を突き合わせて接合する場合に比べて接合面積が増大する。これにより、連結部材12,13を強固に接合することが可能である。   Here, since the concave strip 12a of the connecting member 12 and the convex strip 13a of the connecting member 13 are both provided in the vertical direction, they are engaged with each other in the longitudinal direction of the sleeper 11 when fitted. That is, a large resistance is exerted against the load applied in the longitudinal direction of the sleeper 11 by the fitting of the concave stripes 12a and the convex stripes 13a. Further, by providing the concave stripes 12a and the convex stripes 13a, the joining area is increased as compared with the case where the end portions of the connecting members 12 and 13 are simply abutted and joined. Thereby, it is possible to join the connecting members 12 and 13 firmly.

このように、本実施形態のまくら木の連結構造1aによれば、極めて簡単な構成であるにも拘わらず、連結部材12,13を強固に接合して連結することができ、連結された連結用まくら木10,10全体の剛性が高く、「あおり現象」の発生を効果的に阻止することが可能となる。   Thus, according to the sleeper tree connection structure 1a of the present embodiment, the connection members 12 and 13 can be firmly joined and connected in spite of the extremely simple configuration. The sleepers 10, 10 as a whole have high rigidity, and it is possible to effectively prevent the occurrence of the “tilting phenomenon”.

また、連結する前の連結用まくら木10は、図1(b)の様に、まくら木10の両側から連結部材12,13が突出するだけであり、軽量で嵩張ることがない。これにより、搬送や敷設作業を容易に行うことができ、しかも、必要な数だけ連結用まくら木10を順次継ぎ足して連結することが可能である。   Further, as shown in FIG. 1 (b), the connecting sleeper 10 before being connected only has the connecting members 12 and 13 protruding from both sides of the sleeper 10, and is light and does not become bulky. Thereby, conveyance and laying work can be easily performed, and it is possible to connect and connect the required number of sleepers 10 in order.

ところで、本実施形態に採用した連結用まくら木10は、図1(b)の様に、まくら木10の両側に連結部材12,13を固定したものであるが、別の構造を採ることも可能である。
例えば、図2に示す連結用まくら木14の構造を採ることも可能である。
連結用まくら木14は、図2(a)の様に、上下に分割されたまくら木片15a,15の間に連結部材16,16を挟み込んだ構造である。
By the way, the sleeper 10 for connection employ | adopted for this embodiment fixes the connection members 12 and 13 to the both sides of the sleeper 10 like FIG.1 (b), However, It is also possible to take another structure. is there.
For example, the structure of the connecting sleeper 14 shown in FIG.
As shown in FIG. 2A, the connecting sleeper 14 has a structure in which connecting members 16 and 16 are sandwiched between sleeper pieces 15a and 15 that are divided vertically.

まくら木片15aは、図1(a)に示したまくら木11と同一サイズの角材を上下に二分割したもので、軌道位置近傍に幅方向全長に渡って切り欠いた溝15b,15bが設けられている。このまくら木片15a,15を重ね合わせることにより、まくら木15が形成される。   The sleeper piece 15a is obtained by vertically dividing a square bar having the same size as the sleeper 11 shown in FIG. 1A, and grooves 15b and 15b cut out over the entire length in the width direction are provided in the vicinity of the track position. Yes. A pillow 15 is formed by superimposing the pillows 15a, 15.

連結部材16はまくら木15と略等しい幅と高さを有し、隣接するまくら木15,15の対向する側面間距離に略等しい長さを有する角材であり、一方の長手端部には上下方向に向けて凹条(嵌合部)16aが設けられ、他方の長手端部には上下方向に向けて凸条(嵌合部)16bが設けられている。また、中央部には、幅方向全長に渡って上方および下方へ切り欠いた溝16c,16cが設けられている。   The connecting member 16 is a square member having substantially the same width and height as the sleeper 15 and having a length substantially equal to the distance between the opposing side surfaces of the adjacent sleepers 15, 15. A concave line (fitting part) 16a is provided toward the other end, and a convex line (fitting part) 16b is provided at the other longitudinal end part in the vertical direction. In addition, grooves 16c and 16c that are notched upward and downward over the entire length in the width direction are provided in the central portion.

連結用まくら木14は、図2(a)の様に、まくら木片15a,15の間に連結部材16,16を挟み、まくら木片15aの溝15bを連結部材16の溝16cに嵌め込んで組み立てる。組立に際しては、まくら木片15aの対向する内面全面および溝15bと連結部材16の溝16cに樹脂接着剤を塗布する。   As shown in FIG. 2A, the connecting sleeper 14 is assembled by sandwiching the connecting members 16 and 16 between the sleeper pieces 15a and 15 and fitting the grooves 15b of the sleeper pieces 15a into the grooves 16c of the connecting member 16. At the time of assembly, a resin adhesive is applied to the entire inner surface facing the sleeper piece 15 a and the groove 15 b and the groove 16 c of the connecting member 16.

組み立てられた連結用まくら木14は、図2(b)の様に、前記した連結用まくら木10(図1b参照)と同一外形を備えたものとなる。従って、この連結用まくら木14を前記した連結構造1a(図1c参照)に採用することにより、同様の効果を奏することができる。   As shown in FIG. 2B, the assembled sleeper 14 has the same outer shape as that of the aforementioned sleeper 10 (see FIG. 1b). Therefore, the same effect can be produced by adopting the connecting sleeper 14 in the connecting structure 1a (see FIG. 1c).

ここで、前記した連結用まくら木10,14(図1b,図2b参照)は、いずれも、連結部材に上下方向に向けて凹条および凸条を設けた構成としたが、本発明はこのような構造に限られるものではない。
例えば、図3(a)の様に、連結部材17の一方の長手端部にまくら木15の長手方向に向けて凹条(嵌合部)17aを設け、他方の長手端部にまくら木15の長手方向に向けて凸条(嵌合部)17bを設けた連結用まくら木14aを採用することも可能である。
Here, each of the connecting sleepers 10 and 14 (see FIGS. 1b and 2b) is configured such that the connecting member is provided with concave and convex stripes in the vertical direction. It is not limited to a simple structure.
For example, as shown in FIG. 3 (a), a recess (fitting portion) 17 a is provided at one longitudinal end of the connecting member 17 in the longitudinal direction of the sleeper 15, and the longitudinal of the sleeper 15 is provided at the other longitudinal end. It is also possible to employ a connecting sleeper 14a provided with ridges (fitting portions) 17b in the direction.

この連結用まくら木14aを前記した連結構造1a(図1c参照)に採用することにより、連結部材17,17の凹条17aと凸条17bが嵌合して上下方向に係合し、まくら木15の上下方向に加わる荷重に対して大きな抗力を発現すると共に、接合面積が拡大する。これにより、連結部材17,17同士を強固に接合することができ、連結された連結用まくら木14a全体の剛性が向上する。   By adopting the connecting sleeper 14a in the connecting structure 1a (see FIG. 1c), the concave strips 17a and the convex strips 17b of the connecting members 17 and 17 are fitted and engaged in the vertical direction. A large drag force is exerted against the load applied in the vertical direction, and the bonding area is expanded. Thereby, the connection members 17 and 17 can be joined firmly, and the rigidity of the whole connected sleeper 14a improves.

また、例えば、図3(b)の様に、連結部材18の一方の長手端部に凹部(嵌合部)18aを設け、他方の長手端部に凸部(嵌合部)18bを設けた連結用まくら木14bを採用することも可能である。   Further, for example, as shown in FIG. 3B, a concave portion (fitting portion) 18a is provided at one longitudinal end portion of the connecting member 18, and a convex portion (fitting portion) 18b is provided at the other longitudinal end portion. It is also possible to employ a connecting sleeper 14b.

この連結用まくら木14bを前記した連結構造1a(図1c参照)に採用することにより、連結部材18,18の凹部18aと凸部18bが嵌合してまくら木15の長手方向および上下方向に係合する。従って、まくら木15の長手方向および上下方向に加わる荷重に対して大きな抗力を発現すると共に、接合面積が拡大する。これにより、連結部材18,18同士を強固に接合することができ、連結された連結用まくら木14b全体の剛性が向上する。   By adopting the connecting sleeper 14b in the connecting structure 1a (see FIG. 1c), the concave portions 18a and the convex portions 18b of the connecting members 18 and 18 are fitted and engaged in the longitudinal direction and the vertical direction of the sleeper 15. To do. Therefore, a large drag force is exerted against the load applied in the longitudinal direction and the vertical direction of the sleeper 15 and the joining area is expanded. Thereby, the connection members 18 and 18 can be joined firmly, and the rigidity of the whole connected sleeper 14b improves.

ところで、前記した連結用まくら木10,14,14a,14bは、全て、まくら木と連結部材の高さを等しくしたが、まくら木に比べて連結部材の高さを低減した連結用まくら木を製することも可能である。   By the way, the above-mentioned connecting sleepers 10, 14, 14a, 14b all have the same sleeper tree and connecting member heights, but it is also possible to manufacture a connecting sleeper having a reduced connecting member height compared to the sleeper. Is possible.

例えば、図4(a)の様に、まくら木片15a,15aの間に、まくら木15よりも高さの低い連結部材20,20を挟み込んだ構造の連結用まくら木19を製することも可能である。
連結部材20は、まくら木片15aに設けた溝15bの深さの倍の厚さを有する平板材であり、一方の長手端部に上下方向に向けて凹条(嵌合部)20aが設けられ、他方の長手端部に上下方向に向けて凸条(嵌合部)20bが設けられている。
For example, as shown in FIG. 4A, it is also possible to manufacture a connecting sleeper 19 having a structure in which connecting members 20 and 20 having a height lower than that of the sleeper 15 are sandwiched between the sleeper pieces 15a and 15a. .
The connecting member 20 is a flat plate material having a thickness twice the depth of the groove 15b provided in the sleeper piece 15a, and a concave strip (fitting portion) 20a is provided at one longitudinal end portion in the vertical direction. The other longitudinal end portion is provided with a ridge (fitting portion) 20b in the vertical direction.

連結用まくら木19は、図4(b)の様に、連結部材20,20の高さが低減されるので、一層軽量化を図ることができる。また、図4(c)の様に、連結用まくら木19を連結することによって連結構造1bを実施することが可能である。   As shown in FIG. 4B, the connection sleeper 19 can be further reduced in weight because the height of the connection members 20 and 20 is reduced. In addition, as shown in FIG. 4C, the connecting structure 1b can be implemented by connecting the sleepers 19 for connection.

尚、前記した連結用まくら木10,14,14a,14b,19は、全て、連結部材の両端に形状の異なる嵌合部(凹条,凹部および凸条,凸部)を設けて連結用まくら木の共通化を図った。しかし、凹条(凹部)だけを設けた連結用まくら木と凸条(凸部)だけを設けた連結用まくら木とを用意し、これらを交互に連結する連結構造を採ることも可能である。   The connecting sleepers 10, 14, 14a, 14b, and 19 are all provided with fitting portions (concaves, concaves and protrusions, convexes) having different shapes at both ends of the connecting member. We made common use. However, it is also possible to prepare a connecting sleeper provided with only concave ridges (concave portions) and a connecting sleeper provided with only convex ridges (convex portions), and adopt a connecting structure in which these are connected alternately.

(第2実施形態)
図5(a),(b)は、第2実施形態のまくら木の連結構造2(2a〜2e)に採用する連結用まくら木21の分解斜視図および斜視図、図5(c)はまくら木の連結構造2aを示す斜視図、図5(d)はまくら木の連結構造2bを示す斜視図、図6はまくら木の連結構造2c〜2eを示す斜視図である。また、図7(a),(b)は、まくら木の連結構造2(2f〜2h)に採用する連結用まくら木27の分解斜視図および斜視図、図7(c)はまくら木の連結構造2fを示す斜視図、図8はまくら木の連結構造2g,2hを示す斜視図である。
(Second Embodiment)
FIGS. 5A and 5B are an exploded perspective view and a perspective view of the connecting sleeper 21 employed in the connecting structure 2 (2a to 2e) of the sleeper of the second embodiment, and FIG. 5C is a connection of the sleeper. FIG. 5D is a perspective view showing the sleeper tree connection structure 2b, and FIG. 6 is a perspective view showing the sleeper tree connection structures 2c to 2e. 7 (a) and 7 (b) are an exploded perspective view and a perspective view of the connecting sleeper 27 employed in the sleeper tree connection structure 2 (2f to 2h), and FIG. 7 (c) shows the sleeper tree connection structure 2f. FIG. 8 is a perspective view showing the connecting structures 2g and 2h of the sleeper trees.

尚、本実施形態の連結構造2は、前記第1実施形態で述べた連結構造1と共通の部材を一部に採用している。従って、同一部分には同一符号を付して重複した説明を省略する。   In addition, the connection structure 2 of this embodiment employs a part of the same member as the connection structure 1 described in the first embodiment. Accordingly, the same parts are denoted by the same reference numerals, and redundant description is omitted.

本実施形態のまくら木の連結構造2は、まくら木の長手両側面に軌道方向へ向けて突出する複数の連結部材を設ける。そして、隣接するまくら木の連結部材同士を互いに突き合わせて突き合わせ部分の一部または全部を覆うように双方の連結部材に渡る一または二以上の接続部材を宛い、宛がった接続部材と双方の連結部材とを一体的に固定して連結するものである。   The sleeper tree connection structure 2 of the present embodiment is provided with a plurality of connection members projecting in the track direction on both longitudinal sides of the sleeper tree. Then, one or two or more connecting members over both connecting members are addressed so that adjacent connecting members of the sleeper are butted against each other so as to cover a part or all of the butted portions. The connecting member is integrally fixed and connected.

連結構造2a〜2eに採用する連結用まくら木21は、図5(a)の様に、まくら木15と連結部材22,22で構成される。
連結部材22は、平板材に固定孔22aを設けた部材である。則ち、連結部材22は、前記した連結部材20(図4a参照)から凹条および凸条を取り除き、代わりに、幅方向中央部に上下方向へ貫通する固定孔22a,22aを長手方向両端部近傍に各々設けた形状を有する。
As shown in FIG. 5A, the sleeper 21 for connection employed in the connection structures 2 a to 2 e is composed of the sleeper 15 and the connection members 22 and 22.
The connecting member 22 is a member provided with a fixing hole 22a in a flat plate material. That is, the connecting member 22 removes the recesses and protrusions from the above-described connecting member 20 (see FIG. 4a), and instead of the fixing holes 22a and 22a penetrating in the vertical direction at the center in the width direction, both ends in the longitudinal direction. Each has a shape provided in the vicinity.

連結用まくら木21は、図5(a),(b)の様に、まくら木片15a,15aの間に連結部材22,22を挟み込んで樹脂接着剤で接合して組み立てる。
組み立てられた連結用まくら木21は、図5(b)の様に、まくら木11の長手両側面から軌道方向へ向けて連結部材22,22が突出した形状となる。
As shown in FIGS. 5A and 5B, the connecting sleeper 21 is assembled by sandwiching the connecting members 22 and 22 between the sleeper pieces 15a and 15a and joining them with a resin adhesive.
As shown in FIG. 5B, the assembled sleeper 21 has a shape in which the connecting members 22, 22 protrude from the longitudinal side surfaces of the sleeper 11 toward the track.

本実施形態の連結構造2aは、この連結用まくら木21と接続部材23を用いる。
接続部材23は、連結用まくら木21の連結部材22と略同一幅を有し、連結部材22がまくら木15から突出する長さの略2倍の長さを有する金属平板材であり、連結部材22の固定孔22aに対応する位置に4個の固定孔23aが開けられている。
The connecting structure 2a of the present embodiment uses the connecting sleeper 21 and the connecting member 23.
The connecting member 23 is a flat metal plate having substantially the same width as the connecting member 22 of the connecting sleeper 21 and having a length approximately twice the length of the connecting member 22 protruding from the sleeper 15. Four fixing holes 23a are formed at positions corresponding to the fixing holes 22a.

連結構造2aは、図5(c)の様に、連結用まくら木21,21を隣接させて配し、双方の連結用まくら木21,21の連結部材22,22の長手端部同士を互いに突き合わせ、突き合わせた連結部材22,22の上面に接続部材23を宛がう。そして、ボルトBを接続部材23および連結部材22の固定孔23a,22aに挿通してナットNで締結して連結する。   As shown in FIG. 5C, the connecting structure 2a is arranged with the connecting sleepers 21 and 21 adjacent to each other, and the long ends of the connecting members 22 and 22 of the connecting sleepers 21 and 21 are butted together. The connecting member 23 is applied to the upper surfaces of the connected connecting members 22 and 22. Then, the bolt B is inserted into the connecting member 23 and the fixing holes 23 a and 22 a of the connecting member 22 and fastened with the nut N to be connected.

このようにして隣接する連結用まくら木21,21を連結すると、連結部材22,22の突き合わせ部分の上面側が接続部材23で覆われた状態で、連結部材22,22と接続部材23が一体的に固定される。これにより、連結部材22,22はまくら木15の長手方向、上下方向および軌道方向に対して係合され、更に、連結部材22,22が接続部材23で補強されて長手方向に対して高い曲げ剛性を呈する。これにより、連結された連結用まくら木21,21全体の剛性が向上する。   When the adjacent connecting sleepers 21 and 21 are connected in this way, the connecting members 22 and 22 and the connecting member 23 are integrally formed in a state where the upper surface side of the butted portion of the connecting members 22 and 22 is covered with the connecting member 23. Fixed. As a result, the connecting members 22 and 22 are engaged with the longitudinal direction, the vertical direction and the track direction of the sleeper 15, and the connecting members 22 and 22 are reinforced by the connecting member 23 and have high bending rigidity with respect to the longitudinal direction. Presents. Thereby, the rigidity of the connected sleepers 21 and 21 as a whole is improved.

このように、本実施形態の連結構造2a(2)によれば、極めて簡単な構成によって隣接する連結用まくら木21を強固に一体化して連結することができ、連結された連結用まくら木21,21全体の剛性が高く、「あおり現象」の発生を効果的に阻止することが可能となる。   As described above, according to the connection structure 2a (2) of the present embodiment, the adjacent connection sleepers 21 can be firmly integrated and connected with an extremely simple configuration, and the connected connection sleepers 21 and 21 are connected. The overall rigidity is high, and it is possible to effectively prevent the occurrence of the “tilting phenomenon”.

また、連結する前の連結用まくら木21は、図5(b)の様に、軽量で嵩張ることがなく、搬送や敷設作業を容易に行うことができ、しかも、必要な数だけ連結用まくら木21を順次継ぎ足して連結することが可能である。   Further, as shown in FIG. 5B, the connection sleeper 21 before connection is light and not bulky, can be easily transported and laid, and the required number of connection sleepers 21. Can be connected in sequence.

連結構造2b(2)は、図5(d)の様に、前記した連結構造2a(図5c参照)に更に接続部材23を追加したものである。
則ち、連結構造2bは、突き合わせた連結部材22,22の上面および下面に各々接続部材23を宛がい、ボルトBとナットNによってこれら接続部材23,23と連結部材22とを一体的に固定して連結する。
As shown in FIG. 5D, the connecting structure 2b (2) is obtained by further adding a connecting member 23 to the connecting structure 2a (see FIG. 5c).
In other words, the connecting structure 2b has the connecting members 23 respectively attached to the upper and lower surfaces of the connecting members 22 and 22 that are abutted, and the connecting members 23 and 23 and the connecting member 22 are integrally fixed by bolts B and nuts N. And connect.

本実施形態の連結構造2bによれば、連結部材22,22が接続部材23,23によって上下から補強されて曲げ剛性が一層向上する。これにより、連結された連結用まくら木21,21全体の剛性を更に向上することが可能となる。   According to the connection structure 2b of the present embodiment, the connection members 22 and 22 are reinforced from above and below by the connection members 23 and 23, and the bending rigidity is further improved. Thereby, it becomes possible to further improve the rigidity of the connected sleepers 21 and 21 as a whole.

連結構造2c(2)は、図6(a)の様に、前記した連結構造2a(図5c参照)において接続部材23を接続部材24に変更したものである。
接続部材24は、前記した接続部材23の長手両側縁を幅方向へ延長し、延長部分を下方へ折曲して側面24b,24bを形成した断面がコ字状の金属部材であり、上面には固定孔24aが4個設けられている。
The connection structure 2c (2) is obtained by changing the connection member 23 to the connection member 24 in the connection structure 2a (see FIG. 5c) as shown in FIG. 6A.
The connecting member 24 is a metal member having a U-shaped cross section in which the both side edges of the connecting member 23 are extended in the width direction and the extended portions are bent downward to form side surfaces 24b and 24b. Is provided with four fixing holes 24a.

連結構造2cは、この接続部材24を突き合わせた連結部材22,22に覆い被せてボルトBとナットNで締結固定するものである。則ち、連結部材22,22の突き合わせ部分の上部および両側部を接続部材24で覆った状態で、接続部材24は連結部材22,22に強固に固定される。   The connection structure 2 c is configured to cover the connection members 22, 22 with which the connection member 24 is abutted, and to be fastened and fixed with bolts B and nuts N. In other words, the connecting member 24 is firmly fixed to the connecting members 22 and 22 in a state where the upper part and both sides of the butted portion of the connecting members 22 and 22 are covered with the connecting member 24.

この連結構造2cによれば、連結部材22,22が接続部材24の側面24b,24bで挟持されることとなり、まくら木15の長手方向に向けて連結部材22に加わる荷重に対する抗力が増大し、連結された連結用まくら木21,21全体の剛性を更に向上することが可能となる。   According to this connection structure 2c, the connection members 22 and 22 are sandwiched between the side surfaces 24b and 24b of the connection member 24, and the resistance against the load applied to the connection member 22 in the longitudinal direction of the sleeper 15 is increased. It is possible to further improve the rigidity of the connected sleepers 21 and 21 as a whole.

連結構造2d(2)は、図6(b)の様に、前記した連結構造2c(図6a参照)において接続部材24を接続部材25に変更したものである。
接続部材25は、前記接続部材24の側面24bを更に下方に延長した側面25bを形成したものであり、上面には固定孔25aが4個設けられている。
The connection structure 2d (2) is obtained by changing the connection member 24 to the connection member 25 in the connection structure 2c (see FIG. 6a) as shown in FIG. 6B.
The connecting member 25 has a side surface 25b formed by extending the side surface 24b of the connecting member 24 further downward, and four fixing holes 25a are provided on the upper surface.

連結構造2dは、前記した連結構造2c(図6a参照)と同様に、接続部材25を突き合わせた連結部材22,22に覆い被せてボルトBとナットNで締結固定するものである。接続部材25を連結部材22,22に固定すると、接続部材25の側面25bはまくら木15の下面よりも更に下方に突出する。   Similarly to the above-described connection structure 2c (see FIG. 6a), the connection structure 2d covers the connection members 22 and 22 with which the connection member 25 is abutted and is fastened and fixed with bolts B and nuts N. When the connecting member 25 is fixed to the connecting members 22, the side surface 25 b of the connecting member 25 protrudes further downward than the lower surface of the sleeper 15.

従って、連結構造2cで連結された連結用まくら木21,21をバラスト道床に敷設すると、接続部材25の側面25bの下部がバラストに埋設する。これにより、まくら木15の長手方向に向けて加わる荷重に対して接続部材25は大きな抗力を発現することとなり、連結された連結用まくら木21の位置ずれを効果的に抑制することが可能となる。   Therefore, when the connecting sleepers 21 and 21 connected by the connecting structure 2c are laid on the ballast road floor, the lower portion of the side surface 25b of the connecting member 25 is embedded in the ballast. Thereby, the connection member 25 expresses a large resistance against the load applied in the longitudinal direction of the sleeper 15, and it is possible to effectively suppress the displacement of the connected sleeper 21.

連結構造2e(2)は、図6(c)の様に、前記した連結構造2d(図6b参照)において接続部材25を接続部材26に変更したものである。
接続部材26は、連結部材22の断面外形と略等しい内寸を有する方形管であり、その長さは前記した接続部材25(図6b参照)と略同一である。接続部材26の上面および下面には、各々4個ずつ固定孔26aが設けられている。
The connection structure 2e (2) is obtained by changing the connection member 25 to the connection member 26 in the connection structure 2d (see FIG. 6b) as shown in FIG. 6C.
The connecting member 26 is a rectangular tube having an inner dimension substantially equal to the cross-sectional outer shape of the connecting member 22, and the length thereof is substantially the same as the connecting member 25 (see FIG. 6b). Four fixing holes 26 a are provided on each of the upper surface and the lower surface of the connection member 26.

連結構造2eは、接続部材26に両側から連結部材22,22を挿入し、これら接続部材26と内部に挿入された連結部材22,22にボルトBを貫通させてナットNで締結固定するものである。   The connecting structure 2e is one in which connecting members 22 and 22 are inserted into the connecting member 26 from both sides, and bolts B are passed through the connecting member 26 and the connecting members 22 and 22 inserted therein to be fastened and fixed with nuts N. is there.

連結構造2eによれば、突き合わされた連結部材22,22が管形状の接続部材23によって上下左右から挟持されることとなり、まくら木15の長手方向および上下方向に加わる荷重に対する抗力が増大し、連結された連結用まくら木21,21全体の剛性を更に向上することが可能となる。   According to the connecting structure 2e, the connected connecting members 22 and 22 are sandwiched from above and below and right and left by the tube-shaped connecting member 23, and the resistance against the load applied in the longitudinal direction and the up and down direction of the sleeper 15 increases. It is possible to further improve the rigidity of the connected sleepers 21 and 21 as a whole.

次に、本実施形態のまくら木の連結構造2fを説明する。連結構造2fに採用する連結用まくら木27は、図7(a)の様に、まくら木15と連結部材28,28で構成される。ここで、前記した連結用まくら木21(図5b参照)に採用した連結部材22は、平板材で製したものであったが、連結部材28は金属方形管である。   Next, the sleeper link connection structure 2f of this embodiment will be described. The sleeper 27 for connection employ | adopted as the connection structure 2f is comprised with the sleeper 15 and the connection members 28 and 28 like Fig.7 (a). Here, the connecting member 22 employed in the connecting sleeper 21 (see FIG. 5b) is made of a flat plate material, but the connecting member 28 is a metal rectangular tube.

連結部材28は、前記した連結部材22と略同一外寸を有する方形管の中央部に、まくら木15の幅と略等しい間隔を開けて管の全周に渡る拡大係止部28b,28bを設けた部材である。また、連結部材28の長手両端部近傍の上面および下面には各々2個ずつ固定孔28aが設けられている。   The connecting member 28 is provided with enlarged locking portions 28b and 28b extending over the entire circumference of the tube with a space substantially equal to the width of the sleeper 15 at the center of the rectangular tube having substantially the same outer dimensions as the connecting member 22 described above. It is a member. In addition, two fixing holes 28 a are provided on each of the upper surface and the lower surface in the vicinity of both longitudinal ends of the connecting member 28.

連結用まくら木21は、図7(a),(b)の様に、まくら木片15a,15aの間に連結部材28,28を挟み込んで樹脂接着剤で接合して組み立てる。
組み立てられた連結用まくら木27は、図7(b)の様に、まくら木15の長手両側面に拡大係止部28b,28bが当接した状態で、連結部材28,28が軌道方向へ突出した形状となる。従って、連結部材28に軌道方向へ向かう荷重が印加されても、拡大係止部28bによって連結部材28のまくら木に対する相対移動が阻止される構造とされている。
As shown in FIGS. 7A and 7B, the connecting sleeper 21 is assembled by sandwiching connecting members 28 and 28 between the sleeper pieces 15a and 15a and joining them with a resin adhesive.
As shown in FIG. 7B, the assembled connecting sleeper 27 has the connecting members 28 and 28 project in the track direction in a state where the enlarged locking portions 28b and 28b are in contact with both longitudinal side surfaces of the sleeper 15. It becomes a shape. Accordingly, even when a load in the track direction is applied to the connecting member 28, the expansion locking portion 28b prevents the relative movement of the connecting member 28 relative to the sleeper.

本実施形態のまくら木の連結構造2fは、この連結用まくら木27と前記した接続部材23(図5d参照)を用いる。連結構造2fによる接続手順は、基本的に前記した連結構造2b(図5d参照)と同一である。
則ち、図7(c)の様に、連結用まくら木27,27を隣接させて配し、双方の連結用まくら木27,27の連結部材28,28の長手端部同士を互いに突き合わせ、突き合わせた連結部材28,28の上下面に接続部材23,23を宛がう。そして、上部の接続部材23,連結部材28および下部の接続部材23にボルトBを貫通させてナットNで締結固定するものである。
The sleeper tree connection structure 2f of the present embodiment uses this connection sleeper 27 and the connection member 23 (see FIG. 5d). The connection procedure by the connection structure 2f is basically the same as that of the connection structure 2b (see FIG. 5d).
That is, as shown in FIG. 7 (c), the connecting sleepers 27, 27 are arranged adjacent to each other, and the longitudinal ends of the connecting members 28, 28 of both connecting sleepers 27, 27 are butted against each other. The connecting members 23 and 23 are placed on the upper and lower surfaces of the connecting members 28 and 28. Then, the bolt B is passed through the upper connecting member 23, the connecting member 28, and the lower connecting member 23, and is fastened and fixed with a nut N.

この連結構造2fによれば、前記したように、連結用まくら木27のまくら木15と連結部材28の相対移動が阻止されるので、連結された連結用まくら木27,27全体の剛性が向上する。   According to the connecting structure 2f, as described above, the relative movement of the sleeper 15 of the connecting sleeper 27 and the connecting member 28 is prevented, so that the rigidity of the connected connecting sleepers 27 and 27 is improved.

連結構造2g(2)は、図8(a)の様に、前記した連結構造2f(図7c参照)において接続部材23,23を前記した接続部材26(図6c参照)に変更したものであり、連結手順は前記した連結構造2f(図6c参照)と同一である。   The connection structure 2g (2) is obtained by changing the connection members 23 and 23 to the connection member 26 (see FIG. 6c) in the connection structure 2f (see FIG. 7c) as shown in FIG. 8 (a). The connecting procedure is the same as that of the connecting structure 2f described above (see FIG. 6c).

連結構造2gによれば、前記した連結構造2fの効果に加えて、連結用まくら木27におけるまくら木15に対する連結部材28の相対的な位置ずれが阻止されるので、連結された連結用まくら木27,27全体の剛性を更に向上することが可能となる。   According to the connecting structure 2g, in addition to the effects of the connecting structure 2f described above, relative displacement of the connecting member 28 with respect to the sleeper 15 in the connecting sleeper 27 is prevented. It becomes possible to further improve the overall rigidity.

連結構造2h(2)は、図8(b)の様に、前記した連結構造2g(図8a参照)において接続部材26を接続部材29に変更したものである。
接続部材29は、前記した接続部材26(図8a参照)の下部に、位置ずれ防止部29b,29cを追加したものである。則ち、接続部材29は、方形管下面の幅方向中央部に長手方向へ向けて全長に渡って下方に突出する位置ずれ防止部29bを設けると共に、方形管下面の長手方向中央部に幅方向へ向けて全長に渡って下方に突出する位置ずれ防止部29cを設けた構造である。
The connection structure 2h (2) is obtained by changing the connection member 26 to the connection member 29 in the connection structure 2g (see FIG. 8a) as shown in FIG. 8B.
The connecting member 29 is obtained by adding misalignment preventing portions 29b and 29c to the lower part of the connecting member 26 (see FIG. 8a). In other words, the connecting member 29 is provided with a misalignment preventing portion 29b that protrudes downward in the longitudinal direction in the longitudinal direction at the center portion in the width direction of the lower surface of the rectangular tube, and in the width direction at the center portion in the longitudinal direction of the lower surface of the rectangular tube. This is a structure provided with a misalignment prevention portion 29c that protrudes downward over the entire length toward.

また、接続部材29は位置ずれ防止部29b,29cを備えるので、固定孔29aは位置ずれ防止部29bを避けて幅方向へ向けて2個ずつ配列され、連結部材28の固定孔28aも対応させて幅方向へ配列されている。
連結構造2hによる連結用まくら木27,27の連結手順は、前記した連結構造2g(図8a参照)と同一である。接続部材29を連結部材28,28に固定すると、接続部材29の位置ずれ防止部29b,29cはまくら木15の下面よりも下方に突出する。
In addition, since the connecting member 29 includes the misalignment preventing portions 29b and 29c, the fixing holes 29a are arranged two by two in the width direction avoiding the misalignment preventing portion 29b, and the fixing holes 28a of the connecting member 28 are also made to correspond. Are arranged in the width direction.
The connecting procedure of the connecting sleepers 27, 27 by the connecting structure 2h is the same as that of the connecting structure 2g (see FIG. 8a). When the connecting member 29 is fixed to the connecting members 28, 28, the misalignment preventing portions 29 b, 29 c of the connecting member 29 protrude below the lower surface of the sleeper 15.

従って、連結構造2hによって連結した連結用まくら木27,27をバラスト道床に敷設すると、接続部材29に設けた位置ずれ防止部29b,29cの下部がバラストに埋設する。これにより、まくら木15の長手方向および軌道方向に向けて加わる荷重に対して接続部材29は大きな抗力を発現することとなり、連結された連結用まくら木27の位置ずれを効果的に抑制することが可能となる。   Therefore, when the connecting sleepers 27 and 27 connected by the connecting structure 2h are laid on the ballast roadbed, the lower portions of the misalignment prevention portions 29b and 29c provided on the connecting member 29 are embedded in the ballast. Thereby, the connection member 29 expresses a large resistance against the load applied in the longitudinal direction and the track direction of the sleeper 15, and the displacement of the connected sleeper 27 can be effectively suppressed. It becomes.

以上、第2実施形態のまくら木の連結構造2(2a〜2h)を説明したが、各々の連結構造2において、接続部材を更に変更した連結構造とすることも可能である。
例えば、連結構造2b(図5d参照)に採用した下方の接続部材23や連結構造2e(図6c参照)に採用した接続部材26に、連結構造2h(図8b参照)に採用した接続部材29の位置ずれ防止部を追加した構成を採ることも可能である。
The sleeper tree connection structure 2 (2a to 2h) of the second embodiment has been described above. However, in each connection structure 2, a connection structure in which the connection member is further changed may be used.
For example, the connection member 29 employed in the connection structure 2h (see FIG. 8b) is connected to the lower connection member 23 employed in the connection structure 2b (see FIG. 5d) or the connection member 26 employed in the connection structure 2e (see FIG. 6c). It is also possible to adopt a configuration in which a misalignment prevention unit is added.

また、連結構造2f(図7c参照)の接続部材23,23に代えて、連結構造2c(図6a参照)に採用した接続部材24や連結構造2d(図6b参照)に採用した接続部材25を用いることも可能である。更に、連結構造2f(図7c参照)の下方の接続部材23を省略しても良い。   Moreover, it replaces with the connection members 23 and 23 of the connection structure 2f (refer FIG. 7c), and the connection member 24 employ | adopted for the connection structure 24 and the connection structure 2d (refer FIG. 6b) employ | adopted for the connection structure 2c (refer FIG. 6a). It is also possible to use it. Further, the connection member 23 below the connection structure 2f (see FIG. 7c) may be omitted.

また、第2実施形態で述べた連結構造2は、断面が方形状または方形管状の連結部材を用いる構成としたが、断面が三角形や5角形以上の多角形、あるいは、断面が円形や楕円形の連結部材を採用することもできる。その場合、連結部材の断面形状に合わせた形状の接続部材を採用することにより、強固な接続を確保することが可能である。   In addition, the connection structure 2 described in the second embodiment is configured to use a connection member having a square or rectangular tubular cross section, but the cross section is a triangle or pentagon or more polygon, or the cross section is a circle or an ellipse. It is also possible to employ a connecting member. In that case, it is possible to ensure a strong connection by adopting a connecting member having a shape matching the cross-sectional shape of the connecting member.

(第3実施形態)
図9(a),(b)は第3実施形態のまくら木の連結構造3に採用する連結用まくら木30の分解斜視図および斜視図、図9(c)はまくら木の連結構造3を示す斜視図である。
本実施形態の連結構造3は、まくら木31の長手両側面に係合部材32を取り付けた連結用まくら木30を用いるものである。則ち、隣接する連結用まくら木30,30の間に連結部材33を橋渡し、連結部材33を係合部材32に係合させて連結すると共に、係合保持部材34を連結部材33と係合部材32との間に取り付けるものである。
(Third embodiment)
9 (a) and 9 (b) are an exploded perspective view and a perspective view of a connecting sleeper 30 employed in the sleeper tree connecting structure 3 of the third embodiment, and FIG. 9 (c) is a perspective view showing the sleeper connecting structure 3. It is.
The connecting structure 3 of this embodiment uses a connecting sleeper 30 in which engaging members 32 are attached to both longitudinal sides of the sleeper 31. That is, the connecting member 33 is bridged between the adjacent connecting sleepers 30, 30, the connecting member 33 is engaged with the engaging member 32, and the engaging holding member 34 is connected to the engaging member 33. 32 is attached.

連結用まくら木30のまくら木31は、図9(a)の様に、通常サイズのまくら木であり、軌道位置近傍の長手側面を幅方向に貫通する貫通孔31aが設けられている。貫通孔31aは係合部材32を固定するもので、一つの係合部材について4個ずつ計8個設けられている。   As shown in FIG. 9A, the sleeper 31 of the connection sleeper 30 is a normal sleeper, and is provided with a through hole 31a penetrating in the width direction through the longitudinal side surface in the vicinity of the track position. The through holes 31a fix the engaging members 32, and a total of eight through holes 31a are provided for each engaging member.

係合部材32は、図9(a)の様に、平板状の本体部32aの中央部に方形状の係合部32bを一体的に形成した金属部材であり、本実施形態では鋳型を用いて製している。
係合部32bは上下に貫通するスリット状の開口を備え、当該開口は後述する連結部材33の端部を嵌入させて係合する機能を有する。また、係合部32bの両側の本体部32aには固定孔32cが2個ずつ設けられている。
As shown in FIG. 9A, the engaging member 32 is a metal member in which a rectangular engaging portion 32b is integrally formed at the center of a flat plate-like main body portion 32a. In this embodiment, a mold is used. Made.
The engaging portion 32b includes a slit-like opening penetrating vertically, and the opening has a function of fitting and engaging an end portion of a connecting member 33 described later. Two fixing holes 32c are provided in the main body 32a on both sides of the engaging portion 32b.

連結用まくら木30は、図9(a),(b)の様に、まくら木31の長手両側面に係合部材32を固定したものである。則ち、まくら木31を挟むように長手両側面に一対の係合部材32を当接させ、一方の係合部材32の固定孔32cからボルトBを挿入し、まくら木31を貫通して他方の係合部材32の固定孔32cから突出させ、ナットNで締結固定して組み立てられる。係合部材32は、まくら木の長手側面に2個ずつ合計4個固定される。   As shown in FIGS. 9 (a) and 9 (b), the connecting sleeper 30 is obtained by fixing engaging members 32 on both longitudinal sides of the sleeper 31. That is, a pair of engaging members 32 are brought into contact with both longitudinal sides so as to sandwich the sleeper 31, the bolt B is inserted from the fixing hole 32 c of one engaging member 32, and the other engaging member 32 passes through the sleeper 31. Assembling is performed by protruding from the fixing hole 32 c of the joint member 32 and fastening and fixing with the nut N. A total of four engaging members 32 are fixed to each of the longitudinal sides of the sleeper.

連結構造3に採用する連結部材33は、図9(c)の様に、金属平板の長手両端部を下方へ折曲して係止部33aを形成した部材であり、平面部には、4個の固定孔33bが設けられている。連結部材33は、係合部材32の係合部32bの有するスリット状の開口と略同一の幅を有し、対向する係止部33a,33a間の長さは、隣接するまくら木31,31の対向する側面間距離と略等しい。   As shown in FIG. 9C, the connecting member 33 employed in the connecting structure 3 is a member in which the longitudinal end portions of the metal flat plate are bent downward to form a locking portion 33a. A number of fixing holes 33b are provided. The connecting member 33 has substantially the same width as the slit-shaped opening of the engaging portion 32 b of the engaging member 32, and the length between the engaging portions 33 a and 33 a facing each other is between the adjacent sleepers 31 and 31. It is approximately equal to the distance between the opposing sides.

係合保持部材34は、図9(b)の様に、本体部34aの下部に位置ずれ防止部34d,34eを一体的に取り付けた金属部材である。
本体部34aは、金属平板の長手両端部を一旦下方へ向けて折曲し、更に外方へ向けて横方向に折曲した形状であり、横方向に折曲された長手両端部で保持部34bを形成している。また、本体部34aの平面部位には4個の固定孔34cが設けられている。
As shown in FIG. 9B, the engagement holding member 34 is a metal member in which the position shift prevention portions 34d and 34e are integrally attached to the lower portion of the main body portion 34a.
The main body part 34a has a shape in which both longitudinal end portions of the metal flat plate are once bent downward, and further bent outward in the lateral direction, and the holding portion at the longitudinal both end portions bent in the lateral direction. 34b is formed. Further, four fixing holes 34c are provided in the planar portion of the main body 34a.

位置ずれ防止部34dは、本体部34aの幅方向中央部下面に長手方向へ向けて全長に渡って下方へ突出する板材を設けて形成される。また、位置ずれ防止部34eは本体部34aの長手方向中央部下面に幅方向へ向けて全長に渡って下方へ突出する板材を設けて形成される。   The misregistration prevention portion 34d is formed by providing a plate member that protrudes downward over the entire length in the longitudinal direction on the lower surface of the central portion in the width direction of the main body portion 34a. Further, the misalignment prevention portion 34e is formed by providing a plate material that protrudes downward over the entire length in the width direction on the lower surface of the central portion of the main body portion 34a.

本実施形態のまくら木の連結構造3は、前記した連結用まくら木30、連結部材33および係合保持部材34を用いる。
則ち、連結構造3は、図9(c)の様に、連結用まくら木30,30を隣接させて配し、対向する係合部材32,32の間に連結部材33を橋渡して、係合部材32,32の係合部32b,32bに連結部材33の係止部33a,33aを各々挿入する。更に、係合保持部材34の本体部34aを連結部材33の下面に当接させ、連結部材33と係合保持部材34にボルトBを挿通してナットNで締結する。
The sleeper tree connection structure 3 of the present embodiment uses the connection sleeper 30, the connection member 33, and the engagement holding member 34.
That is, in the connection structure 3, as shown in FIG. 9C, the connection sleepers 30, 30 are arranged adjacent to each other, and the connection member 33 is bridged between the engagement members 32, 32 facing each other. The engaging portions 33a and 33a of the connecting member 33 are inserted into the engaging portions 32b and 32b of the members 32 and 32, respectively. Further, the main body 34 a of the engagement holding member 34 is brought into contact with the lower surface of the connecting member 33, and a bolt B is inserted into the connecting member 33 and the engagement holding member 34 and fastened with a nut N.

このように、隣接する連結用まくら木30,30に連結部材33および係合保持部材34を装着すると、連結部材33の係止部33a,33aが隣接する係合部材32の係合部32bに嵌入してまくら木31,31間の位置決めがなされて連結される。また、連結部材33と係合保持部材34の保持部34bとが上下から係合部材32の係合部32bを挟持するので、連結部材33の係合部材32からの離脱が阻止されて強固に連結される。   As described above, when the connecting member 33 and the engagement holding member 34 are mounted on the adjacent sleepers 30 and 30, the engaging portions 33 a and 33 a of the connecting member 33 are fitted into the engaging portions 32 b of the adjacent engaging member 32. Then, the pillows 31 and 31 are positioned and connected. Further, since the connection member 33 and the holding portion 34b of the engagement holding member 34 sandwich the engagement portion 32b of the engagement member 32 from above and below, the connection member 33 is prevented from detaching from the engagement member 32 and firmly. Connected.

また、連結構造3によって連結した連結用まくら木30,30をバラスト道床に敷設すると、図9(c)の様に、係合保持部材34の位置ずれ防止部34d,34eの下部がバラストに埋設する。これにより、まくら木31の長手方向に加わる荷重に対して位置ずれ防止部34dが大きな抗力を発現すると共に、軌道方向に加わる荷重に対して位置ずれ防止部34eが大きな抗力を発現することとなり、連結された連結用まくら木30,30の位置ずれを効果的に抑制することが可能となる。   Further, when the connecting sleepers 30 and 30 connected by the connecting structure 3 are laid on the ballast roadbed, as shown in FIG. 9C, the lower portions of the misalignment preventing portions 34d and 34e of the engagement holding member 34 are embedded in the ballast. . As a result, the displacement prevention part 34d expresses a large resistance against the load applied in the longitudinal direction of the sleeper 31 and the displacement prevention part 34e expresses a large resistance against the load applied in the track direction. It is possible to effectively suppress the displacement of the connected sleepers 30, 30.

(第4実施形態)
図10(a),(b)は第4実施形態のまくら木の連結構造5a(5)に採用する連結用まくら木50の分解斜視図および斜視図、図10(c)はまくら木の連結構造5aを示す斜視図である。また、図11(a),(b)は、連結構造5b(5)に採用する連結用まくら木53,55の斜視図、図11(c)は連結構造5bを示す斜視図である。
(Fourth embodiment)
10 (a) and 10 (b) are an exploded perspective view and a perspective view of the sleeper 50 for connection employed in the sleeper tree connection structure 5a (5) of the fourth embodiment, and FIG. 10 (c) shows the sleeper tree connection structure 5a. It is a perspective view shown. Moreover, Fig.11 (a), (b) is a perspective view of the sleepers 53 and 55 for connection employ | adopted as the connection structure 5b (5), FIG.11 (c) is a perspective view which shows the connection structure 5b.

本実施形態のまくら木の連結構造5は、まくら木の長手両端部に軌道方向へ延出する連結部材を設けると共に、当該連結部材の長手両端部に嵌合部を設け、隣接するまくら木の連結部材同士を互いに突き合わせて連結部材の嵌合部同士を嵌合させて連結するものである。   The sleeper tree connecting structure 5 of the present embodiment is provided with connecting members extending in the track direction at both longitudinal ends of the sleepers, and provided with fitting portions at both longitudinal ends of the connecting members, so that adjacent sleeper connecting members are connected to each other. Are connected to each other by fitting the fitting portions of the connecting members together.

連結構造5aに採用する連結用まくら木50は、図10(a)の様に、まくら木51と連結部材52,52で構成される。
まくら木51は、通常サイズのまくら木であり、長手両端部の上下が幅方向に切り欠かれて凸部51a,51aが形成されている。本実施形態では、まくら木51を合成木材で製している。
The sleeper 50 for connection employ | adopted as the connection structure 5a is comprised by the sleeper 51 and the connection members 52 and 52 like Fig.10 (a).
The sleeper 51 is a normal sleeper, and the upper and lower ends of the longitudinal end portions are cut out in the width direction to form convex portions 51a and 51a. In this embodiment, the sleeper tree 51 is made of synthetic wood.

連結部材52は、まくら木51と略等しい高さで、まくら木51よりも幅が狭く、隣接するまくら木11間の距離と略等しい長さを有する角材である。連結部材52の一方の長手端部には凹部(嵌合部)52aが設けられ、他方の長手端部には凸部(嵌合部)52bが設けられている。また、連結部材52の長手中央部には、まくら木51の凸部51aを嵌入させる凹部52cが設けられている。本実施形態では、連結部材52も合成木材で製している。   The connecting member 52 is a square member having a height substantially equal to the sleeper tree 51, a width narrower than that of the sleeper tree 51, and a length substantially equal to the distance between the adjacent sleeper trees 11. A concave portion (fitting portion) 52a is provided at one longitudinal end portion of the connecting member 52, and a convex portion (fitting portion) 52b is provided at the other longitudinal end portion. In addition, a concave portion 52 c into which the convex portion 51 a of the sleeper 51 is fitted is provided at the longitudinal center portion of the connecting member 52. In the present embodiment, the connecting member 52 is also made of synthetic wood.

連結用まくら木50は、図10(a),(b)の様に、まくら木51を長手方向から挟むようにして、連結部材52,52の凹部52c,52cをまくら木51の凸部51a,51aに嵌入して組み立てる。組立に際しては、まくら木51の凸部51aと連結部材52の凹部52cに樹脂接着剤を塗布する。
組み立てられた連結用まくら木50は、図10(b)の様に、まくら木51の長手両端部に連結部材52,52が軌道方向へ延出する形状となる。
As shown in FIGS. 10 (a) and 10 (b), the connecting sleeper 50 has the concave portions 52c and 52c of the connecting members 52 and 52 inserted into the convex portions 51a and 51a of the sleeper 51 so as to sandwich the sleeper 51 from the longitudinal direction. And assemble. At the time of assembly, a resin adhesive is applied to the convex portions 51 a of the sleepers 51 and the concave portions 52 c of the connecting members 52.
As shown in FIG. 10 (b), the assembled sleeper 50 has a shape in which connecting members 52, 52 extend in the track direction at both longitudinal ends of the sleeper 51.

本実施形態のまくら木の連結構造5aは、この連結用まくら木50を用いる。
則ち、連結構造5aは、図10(c)の様に、連結用まくら木50,50を隣接させて配し、一方の連結用まくら木50の連結部材52,52と、他方の連結用まくら木50の連結部材52,52とを突き合わせて、双方の凹部52aと凸部52bとを嵌合させて連結する。嵌合に際しては、凹部52aと凸部52bに樹脂接着剤を塗布する。これにより、隣接して配置された連結用まくら木50,50同士が連結部材52,52によって互いに連結される。
The sleeper tree connecting structure 5a of this embodiment uses this connecting sleeper tree 50.
That is, the connection structure 5a is arranged with the connection sleepers 50 and 50 adjacent to each other as shown in FIG. 10C, and the connection members 52 and 52 of one connection sleeper 50 and the other connection sleeper 50. The connecting members 52 and 52 are brought into contact with each other, and both the concave portions 52a and the convex portions 52b are fitted and connected. At the time of fitting, a resin adhesive is applied to the concave portions 52a and the convex portions 52b. As a result, the connecting sleepers 50 and 50 arranged adjacent to each other are connected to each other by the connecting members 52 and 52.

ここで、連結部材52の凹部52aは、隣接する連結部材52の凸部52bと嵌合してまくら木51の長手方向内方に対して係合する。また、連結部材52の凸部52bは、隣接する連結部材52の凹部52aと嵌合してまくら木51の長手方向外方に対して係合する。従って連結部材52の凹部52aと凸部52bの嵌合によってまくら木11の長手方向内方や外方に加わる荷重に対して抗力を発現する。
また、凹部52aと凸部52bを設けることにより、単に連結部材52,52の端部を突き合わせる構造に比べて接合面積が拡大される。これにより、連結部材52,52は強固に接合されて一体化される。
Here, the concave portion 52 a of the connecting member 52 is engaged with the convex portion 52 b of the adjacent connecting member 52 to engage with the inner side in the longitudinal direction of the sleeper 51. Further, the convex portion 52 b of the connecting member 52 is engaged with the concave portion 52 a of the adjacent connecting member 52 to engage with the outer side of the sleeper 51 in the longitudinal direction. Accordingly, a resistance is developed against a load applied inward or outward in the longitudinal direction of the sleeper 11 by fitting the concave portion 52a and the convex portion 52b of the connecting member 52.
Further, by providing the concave portion 52a and the convex portion 52b, the joining area is expanded as compared with the structure in which the end portions of the connecting members 52 and 52 are merely abutted. Thereby, the connection members 52 and 52 are firmly joined and integrated.

このように、本実施形態のまくら木の連結構造5aによれば、極めて簡単な構成であるにも拘わらず、隣接する連結用まくら木50を強固に接合して連結することができ、連結された連結用まくら木50,50全体の剛性が高く、「あおり現象」の発生を効果的に阻止することが可能となる。   Thus, according to the sleeper tree connection structure 5a of the present embodiment, it is possible to firmly connect and connect adjacent sleeper sleepers 50 in spite of the extremely simple configuration. The rigidity of the sleeper 50, 50 as a whole is high, and it is possible to effectively prevent the occurrence of the “tilting phenomenon”.

また、連結する前の連結用まくら木50は、図10(b)の様に、まくら木51の長手両端部から連結部材52,52が延出するだけであり、軽量で嵩張らない。これにより、搬送や敷設作業を容易に行うことができ、しかも、必要な数だけ連結用まくら木50を順次継ぎ足して連結することが可能である。   Further, as shown in FIG. 10B, the connecting sleeper 50 before being connected only has the connecting members 52, 52 extending from both longitudinal ends of the sleeper 51, and is light and not bulky. Thereby, conveyance and laying work can be easily performed, and it is possible to sequentially connect and connect the required number of sleepers 50.

ところで、連結構造5aに採用した連結用まくら木50は、図10(b)の様に、連結部材52の長手両端部に凹部52aと凸部52bを設けることにより、同一の連結用まくら木50を順次連結可能な構成として部材の共通化を図ったが、別の構成を採ることも可能である。例えば、図11(a),(b)に示す連結用まくら木53,55を用いた連結構造5bを採ることも可能である。   By the way, the sleeper 50 for connection employ | adopted as the connection structure 5a is provided with the recessed part 52a and the convex part 52b in the longitudinal both ends of the connection member 52 like FIG. Although the members are made common as the connectable configuration, other configurations can be adopted. For example, it is possible to adopt a connecting structure 5b using connecting sleepers 53 and 55 shown in FIGS.

連結構造5bに採用する連結用まくら木53は、図11(a)の様に、まくら木51の長手両端部に連結部材54,54を取り付けたもので、連結部材54の長手両端部には、凹部54a,54aが設けられている。また、連結用まくら木55は、図11(b)の様に、まくら木51の長手両端部に連結部材56,56を取り付けたもので、連結部材56の長手両端部には、凸部56a,56aが設けられている。   As shown in FIG. 11A, the sleeper 53 for connection employed in the connection structure 5b is obtained by attaching connecting members 54, 54 to both longitudinal ends of the sleeper 51. 54a and 54a are provided. Further, as shown in FIG. 11 (b), the connecting sleeper 55 has connecting members 56, 56 attached to both longitudinal ends of the sleeper 51, and convex portions 56 a, 56 a are provided at both longitudinal ends of the connecting member 56. Is provided.

連結構造5bによっても、図11(c)の様に、連結用まくら木53と連結用まくら木55とを交互に隣接させて必要な数だけ順次連結することができ、連結用まくら木53,55の区別は生じるものの、前記した連結構造5aと同等の剛性を発現させることが可能である。   As shown in FIG. 11C, the connecting structure 5b can also connect the sleepers 53 for connection and the sleepers 55 for connection to each other in order and connect them as many as necessary. However, it is possible to develop the same rigidity as that of the connecting structure 5a.

(第5実施形態)
図12(a),(b)は第5実施形態のまくら木の連結構造6に採用する連結用まくら木60の分解斜視図および斜視図、図12(c)はまくら木の連結構造6を示す斜視図である。
(Fifth embodiment)
12 (a) and 12 (b) are an exploded perspective view and a perspective view of a connecting sleeper 60 used in the sleeper tree connecting structure 6 of the fifth embodiment, and FIG. 12 (c) is a perspective view showing the sleeper connecting structure 6. It is.

本実施形態のまくら木の連結構造6は、まくら木の長手両端部に軌道方向へ延出する連結部材を設け、隣接するまくら木の連結部材同士を互いに突き合わせて突き合わせ部分の一部または全部を覆うように双方の連結部材に渡る接続部材を宛がい、宛がった接続部材と双方の連結部材とを一体的に固定して連結するものである。   The sleeper tree connection structure 6 of the present embodiment is provided with connection members extending in the orbital direction at both longitudinal ends of the sleeper so that the adjacent sleeper connection members are butted against each other so as to cover part or all of the butted portions. The connecting member over both the connecting members is addressed, and the addressed connecting member and both the connecting members are integrally fixed and connected.

連結構造6に採用する連結用まくら木60は、図12(a)の様に、まくら木61と連結部材62,62で構成される。
まくら木61は通常サイズのまくら木であり、本実施形態では合成木材で製している。
The sleeper 60 for connection employ | adopted as the connection structure 6 is comprised by the sleeper 61 and the connection members 62 and 62 like Fig.12 (a).
The sleeper tree 61 is a sleeper tree of a normal size, and is made of synthetic wood in this embodiment.

連結部材62は、まくら木51よりも高くまくら木51よりも幅が狭く、隣接するまくら木11間の距離と略等しい長さを有し、一方の長手側面中央部が長手方向全長に渡って横方向へ切り欠かれて溝部62aが形成された断面がコ字状の角材である。また、連結部材62の長手両端部近傍には、溝部62aを通じて上下に貫通する固定孔62bが2個ずつ合計4個設けられている。本実施形態では、連結部材62も合成木材で製している。   The connecting member 62 is higher than the sleeper 51 and narrower than the sleeper 51, has a length substantially equal to the distance between the adjacent sleepers 11, and one longitudinal side central portion extends in the lateral direction over the entire length in the longitudinal direction. A cross-section in which the groove 62a is formed by being cut out is a square-shaped square member. Further, in the vicinity of both longitudinal ends of the connecting member 62, a total of four fixing holes 62b penetrating vertically through the groove 62a are provided. In this embodiment, the connecting member 62 is also made of synthetic wood.

連結用まくら木60は、図12(a),(b)の様に、まくら木61を長手方向から挟むようにして、連結部材62,62の溝部62a,62aの中央部をまくら木51の長手両端部に嵌入して組み立てる。組立に際しては、まくら木51の長手両端部と連結部材62,62の溝部62a,62aに樹脂接着剤を塗布する。
組み立てられた連結用まくら木60は、図12(b)の様に、まくら木61の長手両端部に連結部材62,62が軌道方向へ延出する形状となる。
As shown in FIGS. 12A and 12B, the connecting sleeper 60 is fitted with the center portions of the groove portions 62 a and 62 a of the connecting members 62 and 62 in both longitudinal end portions of the sleeper 51 so as to sandwich the sleeper 61 from the longitudinal direction. And assemble. At the time of assembly, a resin adhesive is applied to the longitudinal ends of the sleeper 51 and the grooves 62 a and 62 a of the connecting members 62 and 62.
As shown in FIG. 12B, the assembled sleeper 60 has a shape in which connecting members 62 and 62 extend in the track direction at both longitudinal ends of the sleeper 61.

本実施形態のまくら木の連結構造6は、この連結用まくら木60と接続部材63を用いる。
接続部材63は、図12(c)の様に、連結部材62の溝部62aと略等しい幅および高さを有し、隣接するまくら木61の長手側面間距離に略等しい長さを有する角材であり、連結部材62の固定孔62bに対応させて上下に貫通する固定孔63aが4個設けられている。
The sleeper tree connection structure 6 of the present embodiment uses the connection sleeper tree 60 and the connection member 63.
As shown in FIG. 12C, the connecting member 63 is a square member having a width and height substantially equal to the groove 62 a of the connecting member 62 and a length substantially equal to the distance between the longitudinal side surfaces of the adjacent sleepers 61. In addition, four fixing holes 63a penetrating vertically corresponding to the fixing holes 62b of the connecting member 62 are provided.

連結構造6は、図12(c)の様に、連結用まくら木60,60を隣接させて、一方の連結用まくら木60の連結部材62,62と、他方の連結用まくら木60の連結部材62,62とを突き合わせて配置する。そして、突き合わせ部分の溝部62aを覆うように溝部62a,62aに接続部材63を挿入し、連結部材62と接続部材63にボルトBを貫通させてナットNで締結する。これにより、隣接して配置された連結用まくら木60,60同士が連結部材62,62によって互いに連結される。   As shown in FIG. 12 (c), the connecting structure 6 has the connecting sleepers 60, 60 adjacent to each other, the connecting members 62, 62 of one connecting sleeper 60, and the connecting members 62, 62 of the other connecting sleeper 60, 62 and abut. Then, the connecting member 63 is inserted into the groove portions 62 a and 62 a so as to cover the groove portion 62 a of the butted portion, and the bolt B is passed through the connecting member 62 and the connecting member 63 and fastened with the nut N. As a result, the connecting sleepers 60 and 60 arranged adjacent to each other are connected to each other by the connecting members 62 and 62.

連結構造6によれば、突き合わされた連結部材62,62が接続部材63によって一体化されて固定されるので、まくら木15の長手方向および上下方向に加わる荷重に対する抗力が増大し、連結された連結用まくら木60,60全体の剛性を向上することが可能となる。
また、連結部材と接続部材をボルトBとナットNで固定する方法において、ナットNは事前に溶接しておくことにより、締め付け作業を容易にし、かつナット緩みの防止が図られて好ましい。
According to the connection structure 6, since the butted connection members 62, 62 are integrated and fixed by the connection member 63, the drag force against the load applied in the longitudinal direction and the vertical direction of the sleeper 15 is increased, and the connected connection It becomes possible to improve the rigidity of the whole sleeper 60, 60.
Further, in the method of fixing the connecting member and the connecting member with the bolt B and the nut N, it is preferable that the nut N is welded in advance to facilitate the tightening operation and prevent the nut from loosening.

尚、本実施形態の連結構造6では、接続部材63だけを用いて連結する構造としたが、接続部材63に加えて、突き合わせ部分の上部または上部および下部を覆うように連結部材62の上面や上下面に接続板を宛がって固定する構造を採ることもできる。また、接続部材63に加えて、突き合わせ部分全体を覆うような方形管に連結部材62,62挿入して固定する構造を採ることも可能である。   In addition, in the connection structure 6 of this embodiment, it was set as the structure connected only using the connection member 63, but in addition to the connection member 63, the upper surface of the connection member 62 or the upper part and the lower part of a butted part are covered. It is also possible to adopt a structure in which the connecting plate is fixed to the upper and lower surfaces. Further, in addition to the connecting member 63, it is also possible to adopt a structure in which the connecting members 62, 62 are inserted and fixed to a rectangular tube covering the entire butted portion.

以上本発明に係る第1〜第5実施形態を説明したが、前記各実施形態では予め連結用まくら木を準備しておくものとして述べた。しかし、連結用まくら木自体を敷設現場で組み立てることも可能である。   Although the first to fifth embodiments according to the present invention have been described above, it has been described in the above embodiments that the sleepers for connection are prepared in advance. However, it is also possible to assemble the connecting sleeper itself at the laying site.

(a),(b)は、第1実施形態のまくら木の連結構造に採用する連結用まくら木の分解斜視図および斜視図、(c)はそのまくら木の連結構造を示す斜視図である。(A), (b) is a disassembled perspective view and perspective view of the connecting sleeper employed in the connecting structure of the sleeper of the first embodiment, and (c) is a perspective view showing the connecting structure of the sleeper. (a),(b)は、図1(b)の連結用まくら木の変形例を示す分解斜視図および斜視図である。(A), (b) is the disassembled perspective view and perspective view which show the modification of the sleeper for connection of FIG.1 (b). (a),(b)は、図1(b)の連結用まくら木の別の変形例を示す斜視図である。(A), (b) is a perspective view which shows another modification of the sleeper for connection of FIG.1 (b). (a),(b)は、第1実施形態の別のまくら木の連結構造に採用する連結用まくら木の分解斜視図および斜視図、(c)はそのまくら木の連結構造を示す斜視図である。(A), (b) is a disassembled perspective view and perspective view of the connecting sleeper employed in another sleeper connecting structure of the first embodiment, and (c) is a perspective view showing the connecting structure of the sleeper. (a),(b)は、第2実施形態のまくら木の連結構造に採用する連結用まくら木の分解斜視図および斜視図、(c)はそのまくら木の連結構造を示す斜視図、(d)は別のまくら木の連結構造を示す斜視図である。(A), (b) is an exploded perspective view and a perspective view of a connecting sleeper employed in the connecting structure of the sleeper of the second embodiment, (c) is a perspective view showing the connecting structure of the sleeper, and (d) is a perspective view. It is a perspective view which shows the connection structure of another pillow. (a)〜(c)は、図5(b)の連結用まくら木を用いた第2実施形態の別のまくら木の連結構造を示す斜視図である。(A)-(c) is a perspective view which shows the structure of another sleeper of 2nd Embodiment using the sleeper for connection of FIG.5 (b). (a),(b)は、第2実施形態の更に別のまくら木の連結構造に採用する連結用まくら木の分解斜視図および斜視図、(c)はそのまくら木の連結構造を示す斜視図である。(A), (b) is a disassembled perspective view and perspective view of the connecting sleeper employed in yet another sleeper connecting structure of the second embodiment, and (c) is a perspective view showing the connecting structure of the sleeper. . (a),(b)は、図7(b)の連結用まくら木を用いた第2実施形態の更に別のまくら木の連結構造を示す斜視図である。(A), (b) is a perspective view which shows the further another sleeper connection structure of 2nd Embodiment using the sleeper for connection of FIG.7 (b). (a),(b)は第3実施形態のまくら木の連結構造に採用する連結用まくら木の分解斜視図および斜視図、(c)はそのまくら木の連結構造を示す斜視図である。(A), (b) is a disassembled perspective view and perspective view of the connecting sleeper employed in the sleeper connecting structure of the third embodiment, and (c) is a perspective view showing the sleeper connecting structure. (a),(b)は第4実施形態のまくら木の連結構造に採用する連結用まくら木の分解斜視図および斜視図、(c)はそのまくら木の連結構造を示す斜視図である。(A), (b) is a disassembled perspective view and perspective view of the connecting sleeper employed in the sleeper connecting structure of the fourth embodiment, and (c) is a perspective view showing the connecting structure of the sleeper. (a),(b)は、第4実施形態の別のまくら木の連結構造に採用する連結用まくら木の斜視図、(c)はそのまくら木の連結構造を示す斜視図である。(A), (b) is a perspective view of the connection sleeper employ | adopted as another sleeper connection structure of 4th Embodiment, (c) is a perspective view which shows the connection structure of the sleeper. (a),(b)は第5実施形態のまくら木の連結構造に採用する連結用まくら木の分解斜視図および斜視図、(c)はそのまくら木の連結構造を示す斜視図である。(A), (b) is the disassembled perspective view and perspective view of the connecting sleeper employed in the connecting structure of the sleeper of the fifth embodiment, and (c) is a perspective view showing the connecting structure of the sleeper.

符号の説明Explanation of symbols

1,1a,1b まくら木の連結構造
2,2a,2b,2c,2d,2e,2f,2g,2h まくら木の連結構造
3 まくら木の連結構造
5,5a,5b まくら木の連結構造
6 まくら木の連結構造
11,15,31,51,61 まくら木
12,13,16,17,18,20 連結部材
12a,16a,17a,20a 嵌合部(凹条)
13a,16b,17b,20b 嵌合部(凸条)
18a 嵌合部(凹部)
18b 嵌合部(凸部)
22,28 連結部材
23,24,25,26,29 接続部材
28b 拡大係止部
29b,29c,34d,34e 位置ずれ防止部
32 係合部材
33a 係止部
33 連結部材
34 係合保持部材
52,54,56 連結部材
52a,54a 嵌合部(凹部)
52b,56a 嵌合部(凸部)
62 連結部材
62a 溝(溝部)
63 接続部材
1, 1a, 1b Sleeper tree connection structure 2, 2a, 2b, 2c, 2d, 2e, 2f, 2g, 2h Sleeper tree connection structure 3 Sleeper tree connection structure 5, 5a, 5b Sleeper tree connection structure 6 , 15, 31, 51, 61 Sleeper 12, 12, 16, 17, 18, 20 Connecting member 12a, 16a, 17a, 20a Fitting part (concave)
13a, 16b, 17b, 20b Fitting part (projection)
18a Fitting part (recessed part)
18b Fitting part (convex part)
22, 28 Connecting member 23, 24, 25, 26, 29 Connecting member 28b Enlargement locking portion 29b, 29c, 34d, 34e Position shift prevention portion 32 Engaging member 33a Locking portion 33 Connecting member 34 Engagement holding member 52, 54, 56 Connecting member 52a, 54a Fitting part (concave part)
52b, 56a Fitting part (convex part)
62 Connecting member 62a Groove (groove)
63 Connection member

Claims (10)

まくら木の長手両側面に軌道方向へ向けて突出する複数の連結部材を設けると共に、当該連結部材の長手端部にまくら木の長手方向または上下方向の少なくともいずれかの方向に対して係合する嵌合部を設け、隣接するまくら木の連結部材同士を互いに突き合わせて双方の嵌合部を嵌合させて連結することを特徴とするまくら木の連結構造。   A plurality of connecting members projecting in the track direction are provided on both longitudinal sides of the sleeper, and the longitudinal end of the connecting member is engaged in at least one of the longitudinal direction and the vertical direction of the sleeper A connecting structure for a sleeper, characterized in that a connecting part is provided, and connecting members of adjacent sleepers are butted against each other so that both fitting parts are engaged with each other. 前記連結部材は、予めまくら木に一体的に取り付けられることを特徴とする請求項1に記載のまくら木の連結構造。   The sleeper tree connection structure according to claim 1, wherein the connection member is integrally attached to the sleeper in advance. まくら木の長手両側面に軌道方向へ向けて突出する複数の連結部材を設け、隣接するまくら木の連結部材同士を互いに突き合わせて当該突き合わせ部分の一部または全部を覆うように双方の連結部材に渡る一または二以上の接続部材を宛い、宛がった接続部材と双方の連結部材とを一体的に固定して連結することを特徴とするまくら木の連結構造。   A plurality of connecting members projecting in the track direction are provided on both longitudinal sides of the sleeper, and the connecting members adjacent to each other are butted together so as to cover part or all of the butted portions. Or the connection structure of the sleeper characterized by addressing two or more connection members, and fixing and connecting the addressed connection member and both connection members integrally. 前記連結部材は、断面が多角形または円形または楕円形を有する中実材または中空材であることを特徴とする請求項3に記載のまくら木の連結構造。   The sleeper tree connection structure according to claim 3, wherein the connection member is a solid material or a hollow material having a polygonal shape, a circular shape, or an elliptical cross section. 前記連結部材は、まくら木を貫通して設けられると共に、まくら木の長手両側面から突出する部位にまくら木との相対移動を阻止する拡大係止部を備えることを特徴とする請求項3または4に記載のまくら木の連結構造。   The said connection member is provided with the expansion latching | locking part which prevents relative movement with a sleeper in the site | part which protrudes from the longitudinal both sides of a sleeper while being provided through the sleeper. Connecting structure of sleepers. まくら木の長手両側面に複数の係合部材を取り付け、両端に係止部を備えた連結部材を隣接するまくら木同士の間に橋渡して、当該連結部材の係止部をまくら木に設けた係合部材に係合させて連結すると共に、係合を保持する係合保持部材を連結部材と係合部材との間に取り付けることを特徴とするまくら木の連結構造。   An engagement member in which a plurality of engaging members are attached to both longitudinal sides of the sleeper, a connecting member provided with a locking part at both ends is bridged between adjacent sleepers, and the locking part of the connecting member is provided on the sleeper. A sleeper connecting structure characterized in that an engagement holding member that holds and engages is attached between the connecting member and the engaging member. 前記接続部材または係合保持部材は、まくら木の長手方向または軌道方向の少なくともいずれかの方向に沿って下方に向けて突出する位置ずれ防止部を備えることを特徴とする請求項3乃至6のいずれか1項に記載のまくら木の連結構造。   The said connection member or engagement holding member is provided with the position shift prevention part which protrudes below along at least any one of the longitudinal direction of a sleeper, or a track direction, The any one of Claim 3 thru | or 6 characterized by the above-mentioned. The connection structure of the pillow according to claim 1. まくら木の長手両端部に軌道方向へ延出する連結部材を設けると共に、当該連結部材の長手両端部にまくら木の長手方向または上下方向の少なくともいずれかの方向に対して係合する嵌合部を設け、隣接するまくら木の連結部材同士を互いに突き合わせて双方の嵌合部を嵌合させて連結することを特徴とするまくら木の連結構造。   A connecting member that extends in the track direction is provided at both longitudinal ends of the sleeper, and a fitting portion that is engaged with at least one of the longitudinal direction and the vertical direction of the sleeper is provided at both longitudinal ends of the connecting member. A connecting structure for a sleeper, characterized in that connecting members of adjacent sleepers are butted against each other and are fitted together to be connected. まくら木の長手両端部に軌道方向へ延出する連結部材を設け、隣接するまくら木の連結部材同士を互いに突き合わせて、当該突き合わせ部分の一部または全部を覆うように双方の連結部材に渡る接続部材を宛がい、宛がった接続部材と双方の連結部材とを一体的に固定して連結することを特徴とするまくら木の連結構造。   A connecting member extending in the track direction is provided at both longitudinal ends of the sleeper, the connecting members adjacent to each other are butted together, and a connecting member that spans both connecting members so as to cover part or all of the butted portion is provided. A structure for connecting sleepers, characterized in that the connection member and the connection member to which both are connected are fixed and connected together. 前記連結部材は溝形状であり、前記接続部材を連結部材の溝の内部に挿入して固定されることを特徴とする請求項9に記載のまくら木の連結構造。   The pillow connecting structure according to claim 9, wherein the connecting member has a groove shape, and the connecting member is inserted into a groove of the connecting member and fixed.
JP2005192152A 2005-06-30 2005-06-30 Pillow structure Expired - Fee Related JP4709592B2 (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010189870A (en) * 2009-02-16 2010-09-02 Central Japan Railway Co Sleeper
JP2011052417A (en) * 2009-08-31 2011-03-17 Sekisui Chem Co Ltd Crosstie to be attached to point-switch
KR101059540B1 (en) 2009-08-27 2011-08-26 유봉수 Sleepers for railway rails
JP2011190671A (en) * 2010-02-19 2011-09-29 Sekisui Chem Co Ltd Sleeper
JP2012097502A (en) * 2010-11-04 2012-05-24 Kyushu Railway Co Built-up sleeper and basic sleeper thereof
JP2014020028A (en) * 2012-07-13 2014-02-03 West Japan Railway Co Track deviation preventive device
CN104480805A (en) * 2014-12-01 2015-04-01 同济大学 Framed sleeper unit
CN110186542A (en) * 2019-07-03 2019-08-30 成都货安计量技术中心有限公司 A kind of track scale body and its installation method

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3762641A (en) * 1971-01-05 1973-10-02 E Schubert Railroad track
JPS52101506A (en) * 1976-02-18 1977-08-25 Kawasaki Steel Corp Rail
JPS52158404U (en) * 1976-05-25 1977-12-01
JPH02240342A (en) * 1989-03-13 1990-09-25 Mitsui Constr Co Ltd Structure for connecting part of steel frame column
JPH0762752A (en) * 1993-08-31 1995-03-07 Atsushi Nakagawa Joint part construction of shape steel
JPH11210093A (en) * 1998-01-21 1999-08-03 Nippon Steel Corp Joining construction for structural member
JPH11280002A (en) * 1998-03-27 1999-10-12 West Japan Railway Co Sleeper and track structure using it
JPH11336001A (en) * 1998-05-22 1999-12-07 West Japan Railway Co Sleeper and track structure using it
WO2001079610A1 (en) * 2000-04-17 2001-10-25 Composite Damping Material N.V. In Het Kort 'cdm' Sleeper and railway built by means of the latter
JP2005009119A (en) * 2003-06-17 2005-01-13 Sekisui Chem Co Ltd Connecting method of sleeper, connecting sleeper and installation method of connecting sleeper

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3762641A (en) * 1971-01-05 1973-10-02 E Schubert Railroad track
JPS52101506A (en) * 1976-02-18 1977-08-25 Kawasaki Steel Corp Rail
JPS52158404U (en) * 1976-05-25 1977-12-01
JPH02240342A (en) * 1989-03-13 1990-09-25 Mitsui Constr Co Ltd Structure for connecting part of steel frame column
JPH0762752A (en) * 1993-08-31 1995-03-07 Atsushi Nakagawa Joint part construction of shape steel
JPH11210093A (en) * 1998-01-21 1999-08-03 Nippon Steel Corp Joining construction for structural member
JPH11280002A (en) * 1998-03-27 1999-10-12 West Japan Railway Co Sleeper and track structure using it
JPH11336001A (en) * 1998-05-22 1999-12-07 West Japan Railway Co Sleeper and track structure using it
WO2001079610A1 (en) * 2000-04-17 2001-10-25 Composite Damping Material N.V. In Het Kort 'cdm' Sleeper and railway built by means of the latter
JP2005009119A (en) * 2003-06-17 2005-01-13 Sekisui Chem Co Ltd Connecting method of sleeper, connecting sleeper and installation method of connecting sleeper

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010189870A (en) * 2009-02-16 2010-09-02 Central Japan Railway Co Sleeper
KR101059540B1 (en) 2009-08-27 2011-08-26 유봉수 Sleepers for railway rails
JP2011052417A (en) * 2009-08-31 2011-03-17 Sekisui Chem Co Ltd Crosstie to be attached to point-switch
JP2011190671A (en) * 2010-02-19 2011-09-29 Sekisui Chem Co Ltd Sleeper
JP2012097502A (en) * 2010-11-04 2012-05-24 Kyushu Railway Co Built-up sleeper and basic sleeper thereof
JP2014020028A (en) * 2012-07-13 2014-02-03 West Japan Railway Co Track deviation preventive device
CN104480805A (en) * 2014-12-01 2015-04-01 同济大学 Framed sleeper unit
CN110186542A (en) * 2019-07-03 2019-08-30 成都货安计量技术中心有限公司 A kind of track scale body and its installation method

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