JP2017082401A - Railroad tie fastener - Google Patents

Railroad tie fastener Download PDF

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JP2017082401A
JP2017082401A JP2015208529A JP2015208529A JP2017082401A JP 2017082401 A JP2017082401 A JP 2017082401A JP 2015208529 A JP2015208529 A JP 2015208529A JP 2015208529 A JP2015208529 A JP 2015208529A JP 2017082401 A JP2017082401 A JP 2017082401A
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sleeper
bridge girder
edge portion
sleepers
fixing plate
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JP6615568B2 (en
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潤一 赤沼
Junichi Akanuma
潤一 赤沼
孝雄 熊倉
Takao Kumakura
孝雄 熊倉
俊之 小西
Toshiyuki Konishi
俊之 小西
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East Japan Railway Co
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East Japan Railway Co
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Abstract

PROBLEM TO BE SOLVED: To provide a railroad tie fastener that fastens a railroad tie firmly with a bridge girder and mitigates a maintenance work burden.SOLUTION: A railroad tie fastener is for fixing a plurality of railroad ties (110) on a bridge girder (120). The railroad tie fastener may be laid out along an edge part (S1) on a top surface of the bridge girder (120), and includes: a bracing (30) having a length sufficient to span over the plurality of railroad ties (110) installed on the bridge girder; and plural anchoring means (10, 20) fixed respectively on the plurality of railroad ties (110) and may be fastened to the bracing (30) in such a way to sandwich the edge part (S1) of the bridge girder (120) in a vertical direction between the railroad tie and the bracing (30).SELECTED DRAWING: Figure 1

Description

本発明は、橋桁に枕木を締結するための枕木締結具に関する。   The present invention relates to a sleeper fastener for fastening a sleeper to a bridge girder.

鉄道用の橋梁においてはレールを敷設するために橋桁に枕木が締結される。橋桁に枕木を締結する従来の締結具としては、下部にフック部を有するJ字状のフックボルトがある。枕木には上下に延びる貫通孔が設けられ、締結作業時、枕木の貫通孔に下からフックボルトが通され、フックボルトのフック部が橋桁に引っかかる状態で、フックボルトの上部にナットが螺合される。ナットが締め付けられることで、フック部と枕木との間に橋桁が挟み込まれて、橋桁と枕木とが締結される。
特許文献1には、複数の枕木の間を渡すように複数の枕木に固定される継材(特許文献1の図1の符号3)が示されている。この継材は、枕木の上面にフックボルトによって固定され、複数の枕木の間隔を保持する。
In railway bridges, sleepers are fastened to the bridge girders to lay the rails. As a conventional fastener for fastening a sleeper to a bridge girder, there is a J-shaped hook bolt having a hook portion at a lower portion. The sleeper is provided with a through-hole that extends vertically, and when fastening, a hook bolt is passed from below through the sleeper's through-hole. Is done. By tightening the nut, the bridge girder is sandwiched between the hook portion and the sleeper, and the bridge girder and the sleeper are fastened.
Patent Document 1 shows a joint material (reference numeral 3 in FIG. 1 of Patent Document 1) fixed to a plurality of sleepers so as to pass between the plurality of sleepers. The joint material is fixed to the upper surface of the sleepers by hook bolts, and maintains the interval between the sleepers.

特開2013−177794号公報JP 2013-177794 A

砕石や砂利などに枕木が支持される道床と異なり、橋梁では橋桁により枕木が支持されるため、枕木と橋桁とを強固に締結して、枕木の移動を抑止する必要がある。複数の枕木の間を渡すように固定される継材は、枕木の間隔を保持し、個々の枕木の移動を抑止することに寄与する。
枕木には列車通過時に大きな振動が伝わる。このため、橋梁の枕木では、この振動によって枕木の締結部に緩みが生じることがある。継材より連結された複数の枕木の幾つかに締結部の緩みが生じた場合、列車から枕木に加わる水平方向の力又は振動は継材によって別の枕木に伝達される。このため、継材が設置されることで、幾つかの枕木の締結部に緩みが生じている場合に、他の枕木に締結部の緩みを誘発させやすくなるという課題が生じる。
締結部の緩みが生じやすいと、定期点検の周期を短くして、緩んだ締結部の締結のし直し或いは増し締めなどのメンテナンスの頻度を上げなければならない。
Unlike roadbeds where sleepers are supported by crushed stone or gravel, the bridges support sleepers by bridge girders. Therefore, it is necessary to firmly fasten the sleepers and bridge girders to suppress the movement of the sleepers. The joint material fixed so as to pass between the plurality of sleepers maintains the spacing between the sleepers and contributes to restraining the movement of the individual sleepers.
A large vibration is transmitted to the sleepers when passing through the train. For this reason, in the bridge sleepers, the vibration may cause loosening of the fastening portions of the sleepers. When the fastening portion is loosened in some of the plurality of sleepers connected by the joint material, the horizontal force or vibration applied to the sleeper from the train is transmitted to another sleeper by the joint material. For this reason, the problem that it becomes easy to induce loosening of a fastening part to other sleepers will arise when loosening has arisen in the fastening part of some sleepers by installing a joint material.
If loosening of the fastening portion is likely to occur, the periodic inspection cycle must be shortened to increase the frequency of maintenance such as re-fastening or tightening the loosened fastening portion.

本発明は、枕木と橋桁との強固な締結が得られ、メンテナンスの軽減化を図ることできる枕木締結具を提供することを目的としている。   An object of the present invention is to provide a sleeper fastener capable of obtaining a strong fastening between a sleeper and a bridge girder and reducing maintenance.

本発明は、上記目的を達成するため、
橋桁に複数の枕木を固定するための枕木締結具であって、
前記橋桁の上面のエッジ部に沿って配置可能であり、前記橋桁上の設置された前記複数の枕木に渡る長さを有する継材と、
前記複数の枕木にそれぞれ固定可能であり、且つ前記継材との間に前記橋桁の上記エッジ部を上下方向から挟むように前記継材と締結することが可能な複数の定着手段と、
を備えていることを特徴としている。
In order to achieve the above object, the present invention
A sleeper fastener for fixing a plurality of sleepers to a bridge girder,
A joint member that can be arranged along an edge portion of the upper surface of the bridge girder, and has a length that spans the plurality of sleepers installed on the bridge girder,
A plurality of fixing means that can be fixed to each of the plurality of sleepers and that can be fastened to the joint material so as to sandwich the edge portion of the bridge girder between the joint material from above and below;
It is characterized by having.

この構成によれば、継材と定着手段とが橋桁のエッジ部を挟んで締結されるので、橋桁と継材との間に大きな摩擦力が生じる。よって、この摩擦力も加わって橋桁と枕木とを強固に締結することができる。さらに、幾つかの枕木の締結部に緩みが生じても、橋桁と継材との間に大きな摩擦力が生じるので、緩みの生じた枕木から他の枕木に、継材を介して横方向の力又は振動が伝わりにくい。よって、枕木の締結部の緩みが、継材によって、他の枕木の締結部の緩みを誘発してしまうという作用を軽減できる。よって、橋桁と枕木とを強固に締結することができ、且つ、枕木の締結部の緩みが生じにくくなり、メンテナンス作業の軽減化を図れる。   According to this configuration, since the joint member and the fixing unit are fastened with the edge portion of the bridge beam interposed therebetween, a large frictional force is generated between the bridge beam and the joint member. Therefore, the bridge girder and the sleepers can be firmly fastened by applying this frictional force. Furthermore, even if some of the sleepers are loosened, a large frictional force is generated between the bridge girder and the joint. It is difficult to transmit force or vibration. Therefore, the effect | action that the loosening of the fastening part of a sleeper induces the loosening of the fastening part of another sleeper with a joint material can be reduced. Therefore, the bridge girder and the sleeper can be firmly fastened, and the fastening part of the sleeper is hardly loosened, so that the maintenance work can be reduced.

ここで、前記複数の定着手段の各々は、前記橋桁の長手方向における前記枕木の一方の面と反対の面とにそれぞれ配置される2つの定着プレートと、前記枕木を貫通して前記2つの定着プレートを結び付けるボルトとを有し、前記2つの定着プレートが前記ボルトの締め付けにより前記枕木を挟み込むように構成するとよい。
この構成によれば、定着手段が枕木に強固に固定され、枕木、定着手段、継材および橋桁の全体的な締結がより強固にできる。
Here, each of the plurality of fixing means includes two fixing plates respectively disposed on one side and the opposite side of the sleeper in the longitudinal direction of the bridge girder, and the two fixings penetrating the sleeper. It is good to comprise so that it may have a volt | bolt which ties a plate, and the said 2 fixing plates may pinch | interpose the said sleeper by clamping | tightening the said volt | bolt.
According to this configuration, the fixing means is firmly fixed to the sleepers, and the overall fastening of the sleepers, the fixing means, the joint material, and the bridge girder can be further strengthened.

また、前記2つの定着プレートの一方または各々は、前記橋桁における前記エッジ部の逆側の所定部位に引っかけ可能な鉤状溝を有し、前記鉤状溝が前記所定部位に引っかけられた状態で前記継材と締結可能に構成にするとよい。
この構成によれば、鉤状溝が橋桁の所定部位(例えば逆側のエッジ部)に引っかかることで、定着プレートと継材とが橋桁のエッジ部からずれることを防止できる。よって、緩みの生じにくい強固な締結を安定的に維持できる。
In addition, one or each of the two fixing plates has a hook-shaped groove that can be hooked on a predetermined portion on the opposite side of the edge portion of the bridge girder, and the hook-shaped groove is hooked on the predetermined portion. It is good to make it the structure which can be fastened with the said joint material.
According to this structure, it can prevent that a fixing plate and a joining material slip | deviate from the edge part of a bridge girder because a hook-shaped groove | channel is hooked in the predetermined part (for example, edge part of a reverse side) of a bridge girder. Therefore, it is possible to stably maintain a strong fastening that is less likely to be loose.

さらに、前記継材は、少なくとも前記エッジ部の下面に接触する板状部と、前記エッジ部の側方で前記エッジ部の厚みに対応する空間を埋めるブロック部と、前記2つの定着プレートの一方または各々と締結するためのボルト部とが一体化されて構成され、
前記2つの定着プレートの一方または各々は、少なくとも前記エッジ部の上面に接触する板状部と、前記ボルト部を挿通するボルト挿通部とを有する構成とするとよい。
この構成によれば、継材と定着プレートとの締結を容易に行うことができ、さらに、継材の板状部と定着プレートの板状部とで橋桁のエッジ部を安定的に挟み込むことができる。
また、前記2つの定着プレートの一方または各々は、ネット掛け止め用のフック部を更に備えているとよい。
この構成によれば、定着プレートのフック部にネットを掛けていくことで左右の橋桁の間および複数の枕木の間に、物の落下を防止するネットを設けることができる。
Further, the joint material includes at least a plate-like portion that contacts the lower surface of the edge portion, a block portion that fills a space corresponding to the thickness of the edge portion on the side of the edge portion, and one of the two fixing plates Or the bolt part for fastening with each is integrated and constituted,
One or each of the two fixing plates may include at least a plate-like portion that contacts the upper surface of the edge portion and a bolt insertion portion that passes through the bolt portion.
According to this configuration, the joint material and the fixing plate can be easily fastened, and the edge portion of the bridge beam can be stably sandwiched between the plate-like portion of the joint material and the plate-like portion of the fixing plate. it can.
In addition, one or each of the two fixing plates may further include a hook for hooking the net.
According to this structure, the net | network which prevents a fall of an object can be provided between the left and right bridge girders and the plurality of sleepers by hanging the net on the hook portion of the fixing plate.

本発明によれば、枕木と橋桁との強固な締結が得られ、さらにメンテナンスの軽減化を図ることができる。   According to the present invention, it is possible to obtain a strong fastening between the sleepers and the bridge girder, and further reduce the maintenance.

本発明の実施の形態の枕木締結具を用いた橋桁と枕木との締結構造を示す斜視図である。It is a perspective view which shows the fastening structure of the bridge girder and sleeper using the sleeper fastener of embodiment of this invention. 図1の締結構造を示す側面図である。It is a side view which shows the fastening structure of FIG. 図1の締結構造の一部を示した拡大平面図である。It is the enlarged plan view which showed a part of fastening structure of FIG. 実施の形態の枕木締結具に含まれる第1定着プレートを示す斜視図である。It is a perspective view which shows the 1st fixing plate contained in the sleeper fastener of embodiment. 実施の形態の枕木締結具に含まれる第2定着プレートを示す斜視図である。It is a perspective view which shows the 2nd fixing plate contained in the sleeper fastener of embodiment. 実施の形態の枕木締結具に含まれる継材を示す斜視図である。It is a perspective view which shows the joint material contained in the sleeper fastener of embodiment. 図6の継材を示す正面図である。It is a front view which shows the joint material of FIG. 図3の矢印A−A線断面図である。FIG. 4 is a sectional view taken along the line AA in FIG. 3.

以下、本発明の実施の形態について図面を参照して詳細に説明する。
図1は、本発明の実施の形態の枕木締結具を用いた橋桁と枕木との締結構造を示す斜視図である。図2は、図1の締結構造を示す側面図である。図3は、図1の締結構造の一部を示した拡大平面図である。
本実施の形態の枕木締結具は、図1〜図3に示すように、鉄道用の橋梁において、枕木110と橋桁120とを締結する構成である。本実施の形態の枕木締結具は、図1〜図3に示すように、第1定着プレート10と、第2定着プレート20と、継材30とを備えている。1つの第1定着プレート10と1つの第2定着プレート20とにより1組の定着手段が構成される。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
FIG. 1 is a perspective view showing a fastening structure between a bridge girder and a sleeper using the sleeper fastener according to the embodiment of the present invention. FIG. 2 is a side view showing the fastening structure of FIG. FIG. 3 is an enlarged plan view showing a part of the fastening structure of FIG.
As shown in FIGS. 1 to 3, the sleeper fastener according to the present embodiment is configured to fasten the sleepers 110 and the bridge girder 120 in a railway bridge. As shown in FIGS. 1 to 3, the sleeper fastener of the present embodiment includes a first fixing plate 10, a second fixing plate 20, and a joint material 30. One first fixing plate 10 and one second fixing plate 20 constitute a set of fixing means.

図4は、実施の形態の枕木締結具に含まれる第1定着プレートを示す斜視図である。図5は、実施の形態の枕木締結具に含まれる第2定着プレートを示す斜視図である。
第1定着プレート10および第2定着プレート20は、枕木110に固定され、且つ、継材30と締結される部材である。
第1定着プレート10は、例えば、一部が折り曲げられた形状の板状の鋼材により構成される。第1定着プレート10は、枕木110の側面に圧接される立設部11と、立設部11に設けられたボルト挿通部12と、橋桁120のエッジ部S1に一部が圧接する板状部13と、板状部13に設けられたボルト挿通部14と、橋桁120の一方のエッジ部S1から逆側のエッジ部S2まで延設された胴部15と、橋桁120の逆側のエッジ部S2に引っかけ可能な鉤状溝16と、鉤状溝16の下方に設けられネットを引っかけ可能なフック部17とを有している。
FIG. 4 is a perspective view illustrating a first fixing plate included in the sleeper fastener according to the embodiment. FIG. 5 is a perspective view illustrating a second fixing plate included in the sleeper fastener according to the embodiment.
The first fixing plate 10 and the second fixing plate 20 are members fixed to the sleepers 110 and fastened to the joint material 30.
The first fixing plate 10 is made of, for example, a plate-shaped steel material that is partially bent. The first fixing plate 10 includes a standing portion 11 that is pressed against the side surface of the sleeper 110, a bolt insertion portion 12 that is provided on the standing portion 11, and a plate-like portion that is partly pressed against the edge portion S1 of the bridge girder 120. 13, a bolt insertion portion 14 provided in the plate-like portion 13, a trunk portion 15 extending from one edge portion S 1 of the bridge girder 120 to the opposite edge portion S 2, and an opposite edge portion of the bridge girder 120 It has a hook-like groove 16 that can be hooked on S2 and a hook portion 17 that is provided below the hook-like groove 16 and can hook a net.

第2定着プレート20は、第1定着プレート10と同様に、例えば一部が折り曲げられた形状の板状の鋼材により構成され、枕木110の側面に圧接される立設部21と、立設部21に設けられたボルト挿通部22と、エッジ部S1に一部が圧接する板状部23と、板状部23に設けられたボルト挿通部24と、エッジ部S1から逆のエッジ部S2まで延設された胴部25と、エッジ部S2に引っかけ可能な鉤状溝26と、鉤状溝26の下方に設けられネットを引っかけ可能なフック部27とを有している。
第1定着プレート10と第2定着プレート20とは、板状部13、23の折り曲がり方向が逆になった面対称な形態をしている。
Similarly to the first fixing plate 10, the second fixing plate 20 is made of, for example, a plate-shaped steel material having a partially bent shape, and a standing portion 21 that is pressed against the side surface of the sleeper 110, and a standing portion. Bolt insertion portion 22 provided in 21, plate-like portion 23 partially pressed against edge portion S 1, bolt insertion portion 24 provided in plate-like portion 23, from edge portion S 1 to the opposite edge portion S 2 It has an extended body part 25, a hook-like groove 26 that can be hooked on the edge part S2, and a hook part 27 that is provided below the hook-like groove 26 and can hook a net.
The first fixing plate 10 and the second fixing plate 20 have a plane-symmetric form in which the bending directions of the plate-like portions 13 and 23 are reversed.

図6は、実施の形態の枕木締結具に含まれる継材を示す斜視図である。図7は、図6の継材を示す正面図である。
継材30は、橋桁120の上面のエッジ部S1に沿って配置され、第1定着プレート10および第2定着プレート20との間で橋桁120のエッジ部S1を挟んで固定する部材である。継材30は、橋桁120に設置された複数の枕木110に渡る長さを有する。
継材30は、一部が橋桁120のエッジ部S2の下面に圧接される板状部31と、橋桁120のエッジ部S1の側方でエッジ部S1の厚みに対応する空間を埋める複数のブロック部32と、第1定着プレート10および第2定着プレート20と締結される複数のボルト部33とを有している。板状部31、複数のブロック部32、および複数のボルト部33は、例えば溶接により接合されて一体化されている。
FIG. 6 is a perspective view illustrating a joint material included in the sleeper fastener according to the embodiment. FIG. 7 is a front view showing the joint material of FIG.
The joint member 30 is a member that is disposed along the edge portion S <b> 1 on the upper surface of the bridge girder 120 and that fixes the edge portion S <b> 1 of the bridge girder 120 between the first fixing plate 10 and the second fixing plate 20. The joint member 30 has a length extending over a plurality of sleepers 110 installed on the bridge girder 120.
The joint member 30 includes a plate-like portion 31 that is partly pressed against the lower surface of the edge portion S2 of the bridge girder 120, and a plurality of blocks that fill the space corresponding to the thickness of the edge portion S1 on the side of the edge portion S1 of the bridge girder 120. Part 32 and a plurality of bolt parts 33 fastened to first fixing plate 10 and second fixing plate 20. The plate-like portion 31, the plurality of block portions 32, and the plurality of bolt portions 33 are joined and integrated by, for example, welding.

複数のブロック部32は、複数の枕木110にそれぞれ固定された複数の第1定着プレート10および複数の第2定着プレート20に対応する位置にそれぞれ設けられている。
板状部31は、図7に示すように、継材30を長手方向に見て、ブロック部32より橋桁120の方へ張り出す長さを有しており、この張り出した部分31aが橋桁120のエッジ部S2の下面に圧接されるようになっている。
複数のボルト部33は、各中心軸が板状部31と垂直になるように、複数のブロック部32から突出して設けられている。図7に示すように、ボルト部33の頭部33aは板状部31の下方に突出していてもよい。
The plurality of block portions 32 are provided at positions corresponding to the plurality of first fixing plates 10 and the plurality of second fixing plates 20 respectively fixed to the plurality of sleepers 110.
As shown in FIG. 7, the plate-like portion 31 has a length that protrudes from the block portion 32 toward the bridge girder 120 when the joint member 30 is viewed in the longitudinal direction, and the protruding portion 31 a is the bridge girder 120. It is press-contacted to the lower surface of the edge part S2.
The plurality of bolt portions 33 are provided so as to protrude from the plurality of block portions 32 so that the respective central axes are perpendicular to the plate-like portion 31. As shown in FIG. 7, the head portion 33 a of the bolt portion 33 may protrude below the plate-like portion 31.

(締結構造)
図8は、図3の矢印A−A線断面図である。
図3および図8に示すように、枕木110には横方向の貫通孔hが設けられている。貫通孔hは、橋桁120のエッジ部S1の上方近傍に配置される部位に、橋桁120の長手方向に貫通するように設けられている。
第1定着プレート10と第2定着プレート20とは、鉤状溝16、26が橋桁120のエッジ部S2に引っかけられた状態で、板状部13、23が一方のエッジ部S1の上部に配置される。このとき、第1定着プレート10および第2定着プレート20のボルト挿通孔12、22は枕木110の貫通孔hと重なる。
(Fastening structure)
8 is a cross-sectional view taken along the line AA in FIG.
As shown in FIGS. 3 and 8, the sleepers 110 are provided with through holes h in the horizontal direction. The through hole h is provided in a portion arranged in the vicinity of the upper portion of the edge portion S <b> 1 of the bridge girder 120 so as to penetrate in the longitudinal direction of the bridge girder 120.
The first fixing plate 10 and the second fixing plate 20 are arranged such that the plate-like portions 13 and 23 are arranged above the one edge portion S1 in a state where the hook-like grooves 16 and 26 are hooked on the edge portion S2 of the bridge girder 120. Is done. At this time, the bolt insertion holes 12 and 22 of the first fixing plate 10 and the second fixing plate 20 overlap with the through hole h of the sleeper 110.

この状態で、作業員が、ボルト挿通部12、22と貫通孔hとにボルトbを通してナットにより締め付けることで、第1定着プレート10と第2定着プレート20とが枕木110に固定される。ボルトbおよびナットの締め付けにより、第1定着プレート10の立設部11と第2定着プレート20の立設部21とが枕木110を挟み込む。これにより強固な固定が実現される。
継材30は、複数のブロック部32の各々が、第1定着プレート10の板状部13の下方或いは第2定着プレート20の板状部23の下方に位置するように設置される。このとき、複数のブロック部32は橋桁120のエッジ部S1と並び、板状部31の張り出した部分31a(図7を参照)がエッジ部S1の下面と平行に接触する。また、継材30のボルト部33(図6を参照)は、第1定着プレート10および第2定着プレート20のボルト挿通部14、24に通った状態となる。
In this state, the operator fastens the first fixing plate 10 and the second fixing plate 20 to the sleepers 110 by tightening the bolts b through the bolt insertion portions 12 and 22 and the through holes h with nuts. By tightening the bolt b and the nut, the standing portion 11 of the first fixing plate 10 and the standing portion 21 of the second fixing plate 20 sandwich the sleeper 110. Thereby, firm fixation is realized.
The joint material 30 is installed such that each of the plurality of block portions 32 is positioned below the plate-like portion 13 of the first fixing plate 10 or below the plate-like portion 23 of the second fixing plate 20. At this time, the plurality of block portions 32 are aligned with the edge portion S1 of the bridge girder 120, and the protruding portion 31a of the plate-like portion 31 (see FIG. 7) contacts the lower surface of the edge portion S1 in parallel. Further, the bolt portion 33 (see FIG. 6) of the joint member 30 is in a state of passing through the bolt insertion portions 14 and 24 of the first fixing plate 10 and the second fixing plate 20.

この状態でボルト部33にナットが締め付けられることで、第1定着プレート10の板状部13が橋桁120のエッジ部S1およびブロック部32に圧接して、第1定着プレート10と継材30とが締結される。同様に、第2定着プレート20の板状部23が橋桁120のエッジ部S1およびブロック部32に圧接して、第2定着プレート20と継材30とが締結される。   In this state, the nuts are fastened to the bolt portions 33, so that the plate-like portion 13 of the first fixing plate 10 is pressed against the edge portion S 1 and the block portion 32 of the bridge girder 120, and the first fixing plate 10, the joint material 30, Is concluded. Similarly, the plate-like portion 23 of the second fixing plate 20 is pressed against the edge portion S1 and the block portion 32 of the bridge girder 120, and the second fixing plate 20 and the joint member 30 are fastened.

このような枕木締結具によれば、複数の枕木110は、第1定着プレート10、第2定着プレート20、および継材30によって、橋桁120に締結される。締結された状態において、継材30の一部は橋桁120のエッジ部S1に沿った長い範囲でエッジ部S1の下面に圧接し、この面に大きな摩擦力が働く。特に、橋桁120の長手方向の摩擦力が大きくなる。さらに、継材30のブロック部32が、橋桁120のエッジ部S1の側方に位置する一方、第1定着プレート10および第2定着プレート20の鉤状溝16、26が橋桁120のもう一方のエッジ部S2に引っかけられるので、枕木110の長手方向の力に対しても大きな抵抗力が生じる。よって、枕木110と橋桁120との強固な締結が得られる。   According to such a sleeper fastener, the plurality of sleepers 110 are fastened to the bridge girder 120 by the first fixing plate 10, the second fixing plate 20, and the joint material 30. In the fastened state, a part of the joint member 30 is pressed against the lower surface of the edge portion S1 in a long range along the edge portion S1 of the bridge girder 120, and a large frictional force acts on this surface. In particular, the frictional force in the longitudinal direction of the bridge girder 120 is increased. Further, the block portion 32 of the joint member 30 is located on the side of the edge portion S <b> 1 of the bridge girder 120, while the hook-shaped grooves 16 and 26 of the first fixing plate 10 and the second fixing plate 20 are the other side of the bridge girder 120. Since it is hooked by the edge part S2, a big resistance force arises also with respect to the force of the longitudinal direction of the sleeper 110. FIG. Therefore, the firm fastening with the sleeper 110 and the bridge girder 120 is obtained.

ここで、複数の第1定着プレート10のフック部17および複数の第2定着プレート20のフック部27にネットを引っかけることで、2本の橋桁120、120の間にネットを張るようにしてもよい。このネットにより橋桁120、120の下に物が落下することを防止できる。
枕木110と橋桁120とが締結された後、列車通過時の横方向の大きな力または振動が枕木110に伝わって、幾つかの締結部に緩みが生じたとする。この場合でも、緩みの生じていない締結部が残っていることで、継材30と橋桁120との間に働く大きな摩擦力により、緩みの生じた枕木110から横方向の力又は振動が継材30を介して他の枕木110の締結部に伝達されにくい。よって、継材30によって、枕木110の締結部の緩みがさらに他の枕木110の締結部の緩みを誘発してしまうという作用を軽減できる。これらによって、枕木110の締結部の緩みが生じにくくなり、メンテナンス作業の軽減化を図ることができる。
Here, the nets may be stretched between the two bridge girders 120 and 120 by hooking the nets on the hook portions 17 of the plurality of first fixing plates 10 and the hook portions 27 of the plurality of second fixing plates 20. Good. This net can prevent objects from falling under the bridge girders 120 and 120.
After the sleepers 110 and the bridge girder 120 are fastened, it is assumed that a large lateral force or vibration when passing through the train is transmitted to the sleepers 110 and some fastening portions are loosened. Even in this case, since there is a fastening portion that is not loosened, a large frictional force acting between the joint member 30 and the bridge girder 120 causes a lateral force or vibration from the loosened sleeper 110 to the joint member. It is difficult to be transmitted to a fastening portion of another sleeper 110 through 30. Therefore, the joint material 30 can reduce the effect that the loosening of the fastening part of the sleeper 110 further induces the loosening of the fastening part of the other sleeper 110. As a result, the fastening part of the sleeper 110 is less likely to loosen, and the maintenance work can be reduced.

以上、本発明の実施の形態について説明したが、本発明は上記の実施の形態に限られるものではなく、実施の形態で示した細部は、発明の趣旨を逸脱しない範囲で適宜変更可能である。   Although the embodiments of the present invention have been described above, the present invention is not limited to the above-described embodiments, and the details shown in the embodiments can be appropriately changed without departing from the spirit of the invention. .

10 第1定着プレート
20 第2定着プレート
11、21 立設部
13、22 板状部
12、14、22、24 ボルト挿通部
16、26 鉤状溝
17、27 フック部
30 継材
31 板状部
32 ブロック部
33 ボルト部
110 枕木
120 橋桁
h 貫通孔
b ボルト
DESCRIPTION OF SYMBOLS 10 1st fixing plate 20 2nd fixing plate 11, 21 Standing part 13, 22 Plate-like part 12, 14, 22, 24 Bolt insertion part 16, 26 Gutter-like groove 17, 27 Hook part 30 Joint material 31 Plate-like part 32 Block part 33 Bolt part 110 Sleeper 120 Bridge girder h Through hole b Bolt

Claims (5)

橋桁に複数の枕木を固定するための枕木締結具であって、
前記橋桁の上面のエッジ部に沿って配置可能であり、前記橋桁上の設置された前記複数の枕木に渡る長さを有する継材と、
前記複数の枕木にそれぞれ固定可能であり、且つ前記継材との間に前記橋桁の上記エッジ部を上下方向から挟むように前記継材と締結することが可能な複数の定着手段と、
を備えていることを特徴とする枕木締結具。
A sleeper fastener for fixing a plurality of sleepers to a bridge girder,
A joint member that can be arranged along an edge portion of the upper surface of the bridge girder, and has a length that spans the plurality of sleepers installed on the bridge girder,
A plurality of fixing means that can be fixed to each of the plurality of sleepers and that can be fastened to the joint material so as to sandwich the edge portion of the bridge girder between the joint material from above and below;
A sleeper fastener characterized by comprising:
前記複数の定着手段の各々は、前記橋桁の長手方向における前記枕木の一方の面と反対の面とにそれぞれ配置される2つの定着プレートと、前記枕木を貫通して前記2つの定着プレートを結び付けるボルトとを有し、前記2つの定着プレートが前記ボルトの締め付けにより前記枕木を挟み込むように構成されていることを特徴とする請求項1記載の枕木締結具。   Each of the plurality of fixing means connects two fixing plates respectively disposed on one surface opposite to the one surface of the sleeper in the longitudinal direction of the bridge beam, and connects the two fixing plates through the sleeper. The sleeper fastener according to claim 1, further comprising: a bolt, wherein the two fixing plates are configured to sandwich the sleeper by tightening the bolt. 前記2つの定着プレートの一方または各々は、前記橋桁における前記エッジ部の逆側の所定部位に引っかけ可能な鉤状溝を有し、前記鉤状溝が前記所定部位に引っかけられた状態で前記継材と締結可能に構成されていることを特徴とする請求項2記載の枕木締結具。   One or each of the two fixing plates has a hook-shaped groove that can be hooked to a predetermined portion on the opposite side of the edge portion of the bridge girder, and the joint is in a state where the hook-shaped groove is hooked to the predetermined portion. The sleeper fastener according to claim 2, wherein the sleeper fastener is configured to be fastened to a material. 前記継材は、少なくとも前記エッジ部の下面に接触する板状部と、前記エッジ部の側方で前記エッジ部の厚みに対応する空間を埋めるブロック部と、前記2つの定着プレートの一方または各々と締結するためのボルト部とが一体化されて構成され、
前記2つの定着プレートの一方または各々は、少なくとも前記エッジ部の上面に接触する板状部と、前記ボルト部を挿通するボルト挿通部とを有していることを特徴とする請求項2記載の枕木締結具。
The joint material includes at least one of a plate-like portion that contacts the lower surface of the edge portion, a block portion that fills a space corresponding to the thickness of the edge portion on the side of the edge portion, and one or each of the two fixing plates. The bolt part for fastening with is configured integrally.
The one or each of the two fixing plates has at least a plate-like portion that contacts an upper surface of the edge portion, and a bolt insertion portion that inserts the bolt portion. Sleeper fasteners.
前記2つの定着プレートの一方または各々は、ネット掛け止め用のフック部を更に備えていることを特徴とする請求項2〜請求項4の何れか一項に記載の枕木締結具。   The sleeper fastener according to any one of claims 2 to 4, wherein one or each of the two fixing plates further includes a hook portion for holding the net.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102433181B1 (en) * 2022-06-15 2022-08-18 주식회사 서현기술단 Device for supporting railway sleepers
KR102433171B1 (en) * 2022-06-15 2022-08-18 주식회사 서현기술단 Device for fixing railway sleepers

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Publication number Priority date Publication date Assignee Title
US4687134A (en) * 1981-10-26 1987-08-18 Rails Company Railway fastening
JPH0369701A (en) * 1989-08-10 1991-03-26 Hiroshi Oe Hook bolt for fastening sleeper
JPH11158802A (en) * 1997-12-02 1999-06-15 Teito Kosokudo Kotsu Eidan Box receiving elastic track device
JP2005299093A (en) * 2004-04-06 2005-10-27 Tokyo Fabric Kogyo Kk Sleeper support structure and sleeper support method
JP2008057164A (en) * 2006-08-30 2008-03-13 Hankyu Hanshin Holdings Inc Sleeper fastening device
JP2012087505A (en) * 2010-10-18 2012-05-10 Hayashi Soji Kk Tie fixing device for iron bridge
JP2013177794A (en) * 2012-02-10 2013-09-09 Yamada Seimitsu Seisakusho:Kk Fixing structure for railroad tie, and bracing and washer used therefor

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4687134A (en) * 1981-10-26 1987-08-18 Rails Company Railway fastening
JPH0369701A (en) * 1989-08-10 1991-03-26 Hiroshi Oe Hook bolt for fastening sleeper
JPH11158802A (en) * 1997-12-02 1999-06-15 Teito Kosokudo Kotsu Eidan Box receiving elastic track device
JP2005299093A (en) * 2004-04-06 2005-10-27 Tokyo Fabric Kogyo Kk Sleeper support structure and sleeper support method
JP2008057164A (en) * 2006-08-30 2008-03-13 Hankyu Hanshin Holdings Inc Sleeper fastening device
JP2012087505A (en) * 2010-10-18 2012-05-10 Hayashi Soji Kk Tie fixing device for iron bridge
JP2013177794A (en) * 2012-02-10 2013-09-09 Yamada Seimitsu Seisakusho:Kk Fixing structure for railroad tie, and bracing and washer used therefor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102433181B1 (en) * 2022-06-15 2022-08-18 주식회사 서현기술단 Device for supporting railway sleepers
KR102433171B1 (en) * 2022-06-15 2022-08-18 주식회사 서현기술단 Device for fixing railway sleepers

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