JPH0624001U - Fasteners for track girders and sleepers - Google Patents

Fasteners for track girders and sleepers

Info

Publication number
JPH0624001U
JPH0624001U JP6720192U JP6720192U JPH0624001U JP H0624001 U JPH0624001 U JP H0624001U JP 6720192 U JP6720192 U JP 6720192U JP 6720192 U JP6720192 U JP 6720192U JP H0624001 U JPH0624001 U JP H0624001U
Authority
JP
Japan
Prior art keywords
metal fitting
bridge
spring metal
upper spring
sleeper
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP6720192U
Other languages
Japanese (ja)
Inventor
峰男 松本
洋志 多田
暢彦 秋山
Original Assignee
株式会社ミツテック
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社ミツテック filed Critical 株式会社ミツテック
Priority to JP6720192U priority Critical patent/JPH0624001U/en
Publication of JPH0624001U publication Critical patent/JPH0624001U/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】 弾性に富んだ鋼棒で作られた締結金具で締結
することにより、橋まくらぎの穴開け作業やフックボル
トの締め直し作業に費やす労力を削減する。 【構成】 弾性に富んだ鋼棒を折り曲げて成形した上ば
ね金具を橋まくらぎ上に置いた床板の上面に載せ、下ば
ね金具に連結枠をはめ込み一体にし橋まくらぎに挿入
し、連結枠上辺部が上ばね金具を波形状の凹部にあてが
い、上ばね金具と床板のすき間にクサビを挿入して、上
ばね金具前端部と下ばね金具前端部と橋桁と橋まくらぎ
をはさみ込んで締結する。 【効果】 弾性に富んだ鋼棒で作られた締結金具で締結
することにより、橋まくらぎの穴開け作業やフックボル
トの締め直し作業に費やす労力を削減するとともに橋ま
くらぎの強度低下を防止する。
(57) [Summary] [Purpose] By fastening with fasteners made of highly elastic steel rods, the labor required for drilling bridge sleepers and refastening hook bolts is reduced. [Structure] An upper spring metal fitting formed by bending a steel rod rich in elasticity is placed on the upper surface of the floor board placed on the bridge sleeper, and the lower spring metal fitting is fitted with a connecting frame and is inserted into the bridge sleeper. The upper side applies the upper spring metal fitting to the corrugated recess, insert a wedge between the upper spring metal fitting and the floor plate, and fasten the front end of the upper spring metal fitting, the lower end of the lower spring metal fitting, the bridge girder, and the bridge sleeper for fastening. To do. [Effect] By fastening with a fastener made of a steel rod that is highly elastic, it is possible to reduce the labor required for drilling holes in bridge sleepers and refastening hook bolts, and prevent the strength of bridge sleepers from decreasing.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、軌道の橋桁と橋まくらぎを締結する金具に関するものである。 The present invention relates to a metal fitting for fastening a bridge girder and a railroad sleeper on a track.

【0002】 従来、橋桁と橋まくらぎを締結する金具としては、第10図、第11図に示す 橋まくらぎにキリで穴を開けて、L字形のフックボルトまたはL字形のツィンボ ルトを橋まくらぎの下側に手を入れて挿入し、上部をナットで締付けて締結して いた。不安定な橋桁の上で重い工具を用いて橋まくらぎに穴を開けてボルトを通 す作業は、作業者に危険を知らしめ、また、金具の落下することも考えられる。 さらには、橋まくらぎに穴を開けることは、橋まくらき゛の強度を低下させると ともに、木くずが河川に落下し、環境を疎外する。金具には、弾性が考慮されて いないために、列車の通過で発生する振動及び橋まくらぎの劣化等による緩みが 発生し、常に軌道の点検、ナットの増し締めを要し、多大な労力を費やすという 問題点を有している。Conventionally, as a metal fitting for fastening a bridge girder and a bridge sleeper, an L-shaped hook bolt or an L-shaped twin bolt is formed by drilling a hole in the bridge sleeper as shown in FIGS. 10 and 11. I put my hand under the sleeper and inserted it, and tightened the upper part with a nut. Drilling a hole in a bridge sleeper with a heavy tool and passing a bolt on an unstable bridge girder alerts the worker to danger and may cause the metal fitting to fall. Furthermore, drilling a hole in the bridge sleeper reduces the strength of the bridge sleeper and causes wood chips to fall into the river, alienating the environment. Since the metal fittings do not take elasticity into consideration, vibrations that occur when trains pass through and loosening due to deterioration of bridge sleepers, etc., and it is necessary to constantly inspect the track and retighten the nuts, which requires a great deal of labor. Has the problem.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

本考案は、従来の技術の有するこのような問題点を鑑みてなされたものであり 、その目的とするところは、橋まくらぎの強度を弱めることなく、簡単な作業で 確実に締結ができるとともに、軌道の保守点検に要する多大な労力を軽減させる ことのできる軌道の橋桁と橋まくらぎの締結金具を提供しようとするものである 。 The present invention has been made in view of the above problems of the conventional technology, and its purpose is to securely fasten the bridge sleeper by simple work without weakening the strength of the sleeper. The aim is to provide fasteners for track girders and bridge sleepers that can reduce the great amount of labor required for track maintenance and inspection.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成させるために、本考案における軌道の橋桁と橋まくらぎの締結 金具は、弾性に富む鋼棒を矩形にした長辺部を波形状に曲げた上ばね金具を床板 の上に載せ、橋まくらぎの上面に配置し、弾性に富む鋼棒を矩形にした長辺部を 波形状に曲げた下ばね金具の前端部に連結枠はずれ止め金具を接着してなる下ば ね金具に連結枠をはめ込み一体にして橋まくらぎ端部より挿入し、連結枠上辺部 を上ばね金具の波形状の凹部の位置にあてがい、上ばね金具後端部と床板のすき 間にクサビを挿入して上ばね金具後端部を押し上げることにより、上ばね金具前 端部と下ばね金具前端部で橋まくらぎと橋桁をはさみつけて締結させたものであ る。 In order to achieve the above-mentioned object, the fastening members of the bridge girders and bridge sleepers of the present invention are mounted on the floor plate with upper spring metal fittings in which the long sides of rectangular steel rods with high elasticity are bent in a corrugated shape. Placed on the upper surface of the bridge sleeper, a rectangular steel rod with high elasticity is bent into a wavy shape. Align the upper side of the connecting frame with the corrugated recess of the upper spring metal fitting, and insert a wedge between the rear end of the upper spring metal fitting and the floor plate. By pushing up the rear end of the spring fitting, the bridge sleepers and bridge girders are clamped and fastened between the front end of the upper spring fitting and the front end of the lower spring fitting.

【0005】 また、抜け防止用の凹部を設けたクサビを上ばね金具後端部と床板のすき間に 挿入し、上ばね金具後端部をクサビの抜け防止用の凹部の位置で押し上げること により、クサビの抜けを防止し、かつ、上ばね金具前端部と下ばね金具前端部で 橋まくらぎと橋桁をはさみつけて締結させたものである。In addition, by inserting a wedge provided with a recess for preventing slipping out into a gap between the rear end of the upper spring metal fitting and the floor plate, and pushing up the rear end of the upper spring metal at the position of the recess for preventing slipping out of the wedge, The wedges are prevented from coming off, and the bridge sleepers and bridge girders are sandwiched and fastened between the front ends of the upper and lower spring fittings.

【0006】[0006]

【作用】[Action]

本考案の橋桁と橋まくらぎの締結金具は、下ばね金具に連結枠をはめ込み一体 にして橋まくらぎ端部より挿入し、下ばね金具の前端部が橋桁下面を押え、後端 部が橋まくらぎ下面を押さえるように配置して、連結枠上辺部を橋まくらぎの上 面に載せてある上ばね金具の波形状の凹部の位置にあてがい、クサビを上ばね金 具後端部と床板のすき間に挿入し、上ばね金具後端部を押し上げることにより、 上ばね金具前端部と下ばね金具前端部、上ばね金具後端部と下ばね金具後端部の 4点で橋桁と橋まくらぎをはさみつけて締結する。 The fastening girders for bridge girders and bridge sleepers of the present invention are inserted from the end of the bridge sleepers by fitting the connecting frame to the lower spring fittings, and the front end of the lower spring fittings presses the underside of the girder and the rear end of the bridge sleepers. The upper side of the connecting frame is placed on the upper surface of the bridge sleeper so that the upper edge of the connecting frame is pressed against the corrugated recess of the upper spring metal fitting, and the wedge is placed between the rear end of the upper spring metal fitting and the floor plate. , And push up the rear end of the upper spring metal fitting to connect the bridge girder and bridge sleeper at four points: the front end of the upper spring metal fitting and the front end of the lower spring metal fitting, and the rear end of the upper spring metal fitting and the rear end of the lower spring metal fitting. Scissor and fasten.

【0007】 また、抜け防止用の凹部を設けたクサビを挿入することにより、連結枠の上辺 部がクサビの凹部にはまり込み、クサビの抜けを防止する。Further, by inserting the wedge provided with the recess preventing recess, the upper side portion of the connecting frame fits into the recess of the wedge and prevents the wedge from coming off.

【0008】[0008]

【実施例】【Example】

本考案の実施例について、図面を参照して説明する。第1図〜第9図において 、上ばね金具(1)は、線径22mmのばね鋼を折り曲げ矩形にし、長辺部(1 a)、(1b)を波形状に曲げ加工を施し、端面(1g)を溶接し一体にして作 られたものである。 An embodiment of the present invention will be described with reference to the drawings. 1 to 9, in the upper spring fitting (1), a spring steel having a wire diameter of 22 mm is bent into a rectangular shape, and long side portions (1a) and (1b) are bent into a wavy shape, and end faces ( It was made by welding 1g) together.

【0009】 下ばね金具(2)は、線径22mmのばね鋼を折り曲げ矩形にし、長辺部(2 a)、(2b)を波形状に曲げ加工を施し、前端部(2c)に連結枠はずれ止め 金具(3)を溶接して取り付け、端面(2e)を溶接し一体にして作られたもの である。The lower spring metal fitting (2) is made by bending spring steel having a wire diameter of 22 mm into a rectangular shape, bending the long sides (2 a) and (2 b) into a corrugated shape, and connecting the front end (2 c) to the connecting frame. Detachment prevention metal fittings (3) are welded and attached, and end faces (2e) are welded together to make them.

【0010】 連結枠(4)は、線径22mmのばね鋼を折り曲げ矩形にし、端面(4b)( 4c)を溶接し一体にして作られたものである。The connecting frame (4) is made by bending spring steel having a wire diameter of 22 mm into a rectangular shape and welding the end faces (4b) and (4c) together.

【0011】 床板(5)は、鋼材を鋳造・鍛造または機械加工により成形されたものである 。The floor plate (5) is formed by casting, forging, or machining a steel material.

【0012】 クサビ(6)は、鋼材を機械加工して作られたものである。また、クサビ(7 )は、クサビ(6)に抜け防止用の凹部(7a)を機械加工し、作られたもので ある。The wedge (6) is made by machining a steel material. The wedges (7) are made by machining the recesses (7a) for preventing the wedges (6) from coming off.

【0013】 下ばね金具(2)に連結枠(4)をはめ込み一体にして、橋まくらぎ端部(8 c)より挿入し、下ばね金具(2)の前端部(2c)が橋桁(9)を押え、後端 部(2d)が橋まくらぎ下面(8b)を押えるように配置して、連結枠上辺部( 4a)を橋まくらぎ上面(8a)に載せてある上ばね金具(1)の波形状の凹部 (1e)、(1f)の位置にあてがい、上ばね金具後端部(1d)と床板(5) のすき間にクサビ(6)を挿入して、上ばね金具後端部(1d)を押し上げるこ とにより、上ばね金具前端部(1c)と下ばね金具前端部(2c)で橋まくらぎ (8)と橋桁(9)をはさみつけて締結する。The connecting frame (4) is fitted into the lower spring metal fitting (2) so as to be integrated, and is inserted from the bridge sleeper end portion (8c), and the front end portion (2c) of the lower spring metal fitting (2) is connected to the bridge girder (9). ), And the rear end (2d) is arranged so as to press the underside (8b) of the bridge sleeper, and the upper side (4a) of the connecting frame is placed on the upper surface (8a) of the bridge sleeper (1). ) Corrugated concave portions (1e), (1f), and insert the wedge (6) into the gap between the upper spring metal fitting rear end (1d) and the floor plate (5) to insert the upper spring metal fitting rear end. By pushing up (1d), the upper sleeper front end (1c) and the lower spring front end (2c) sandwich the bridge sleeper (8) and bridge girder (9), and fasten them.

【0014】 また、抜け防止用の凹部(7a)を設けたクサビ(7)を上ばね金具後端部( 1d)と床板(5)のすき間に挿入し、上ばね金具後端部(1d)をクサビ(7 )の凹部(7a)の位置で押し上げることにより、クサビ(7)の抜けを防止し 、上ばね金具前端部(1c)と下ばね金具前端部(2c)で橋まくらぎ(8)と 橋桁(9)をはさみつけて締結する。Further, a wedge (7) provided with a recess (7a) for preventing removal is inserted into a gap between the upper spring metal fitting rear end portion (1d) and the floor plate (5), and the upper spring metal fitting rear end portion (1d) is inserted. The wedge (7) is pushed up at the position of the recess (7a) of the wedge (7) to prevent the wedge (7) from coming off, and the bridge sleeper (8) is secured by the front end (1c) of the upper spring fitting and the front end (2c) of the lower spring fitting. ) And the bridge girder (9).

【考案の効果】 本考案は、上述のとおり構成されているので、次に記載する効果を奏す。 橋まくらぎに穴を開ける必要がないので、橋桁上での危険な作業が省略できる とともに橋まくらぎの強度低下を防止し、また、木くずが出ないので河川の環境 を疎外しない。さらに、締結金具には弾性が考慮されているため、列車通過時に 発生する振動及び橋まくらぎの劣化による緩みにも追従し締結力を保つため、軌 道の点検、ナットの増し締めに要する多大な労力を削減できる。Since the present invention is configured as described above, it has the following effects. Since it is not necessary to make a hole in the bridge sleeper, dangerous work on the bridge girder can be omitted, the strength of the bridge sleeper is prevented from decreasing, and no wood waste is generated, so the environment of the river is not isolated. Furthermore, since the fastening metal fittings are elastic, the fastening force is maintained by following the vibrations that occur when trains pass and the loosening due to the deterioration of the bridge sleepers. The labor can be reduced.

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

【図1】橋桁と橋まくらぎの締結金具の組立斜視図。FIG. 1 is an assembled perspective view of a fastening member for a bridge girder and a bridge sleeper.

【図2】橋桁と橋まくらぎ締結金具の組立平面図。FIG. 2 is an assembly plan view of a bridge girder and a bridge sleeper fastening fitting.

【図3】橋桁と橋まくらぎ締結金具の組立正面図。FIG. 3 is an assembled front view of a bridge girder and a bridge sleeper fastener.

【図4】橋桁と橋まくらぎ締結金具の上ばね金具斜視
図。
FIG. 4 is a perspective view of an upper spring metal fitting of a bridge girder and a bridge sleeper fastener.

【図5】橋桁と橋まくらぎ締結金具の下ばね金具斜視
図。
FIG. 5 is a perspective view of a lower spring metal fitting of a bridge girder and a bridge sleeper fastening fitting.

【図6】橋桁と橋まくらぎ締結金具の連結枠斜視図。FIG. 6 is a perspective view of a connecting frame between a bridge girder and a bridge sleeper fastening fitting.

【図7】橋桁と橋まくらぎ締結金具の床板斜視図。FIG. 7 is a perspective view of a floor plate of a bridge girder and a bridge sleeper fastener.

【図8】橋桁と橋まくらぎ締結金具のクサビの斜視図。FIG. 8 is a perspective view of a wedge of a bridge girder and a bridge sleeper fastener.

【図9】橋桁と橋まくらぎ締結金具の抜け防止用クサビ
斜視図。
FIG. 9 is a perspective view of wedges for preventing the bridge girder and the bridge sleeper fastener from coming off.

【図10】従来の橋まくらぎ締結装置に係る要斜視図。FIG. 10 is a perspective view of a conventional bridge sleeper fastening device.

【図11】従来の橋まくらぎ締結装置に係る要斜視図。FIG. 11 is a perspective view of a conventional bridge sleeper fastening device.

【符号の説明】[Explanation of symbols]

1 上ばね金具 1a 上ばね金具長辺部 1b 上ばね金具長辺部 1c 上ばね金具前端部 1d 上ばね金具後端部 1e 波形状の凹部 1f 波形状の凹部 1g 端面 2 下ばね金具 2a 下ばね金具長辺部 2b 下ばね金具長辺部 2c 下ばね金具前端部 2d 下ばね金具後端部 2e 端面 3 連結枠はずれ止め金具 4 連結枠 4a 連結枠上辺部 4b 端面 4c 端面 5 床板 5a 床板の上面 6 クサビ 7 抜け防止用クサビ 7a 抜け防止用クサビの凹部 8 橋まくらぎ 8a 橋まくらぎ上面 8b 橋まくらぎ下面 8c 橋まくらぎ端部 9 橋桁 1 Upper Spring Metal Fitting 1a Upper Spring Metal Fitting Long Side 1b Upper Spring Metal Fitting Long Side 1c Upper Spring Metal Fitting Front End 1d Upper Spring Metal Fitting Rear End 1e Corrugated Recess 1f Corrugated Recess 1g End Face 2 Lower Spring Metal Fitting 2a Lower Spring Metal fitting long side 2b Lower spring metal fitting long side 2c Lower spring metal fitting front end 2d Lower spring metal fitting rear end 2e End face 3 Connection frame retaining metal fitting 4 Connection frame 4a Connection frame upper side 4b End surface 4c End surface 5 Floor plate 5a Floor plate top surface 6 Wedge 7 Wedge-prevention wedge 7a Wedge-prevention wedge recess 8 Bridge sleeper 8a Bridge sleeper upper surface 8b Bridge sleeper lower surface 8c Bridge sleeper end 9 Bridge girder

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】弾性に富む鋼棒を矩形にした長辺部(1
a)、(1b)を波形状に曲げた上ばね金具(1)を床
板(5)の上面(5a)に載せ、橋まくらぎ上面(8
a)に配置し、弾性に富む鋼棒を矩形にした長辺部(2
a)、(2b)を波形状に曲げた下ばね金具(2)の前
端部(2c)に連結枠はずれ止め金具(3)を接着し、
下ばね金具(2)に連結枠(4)をはめ込み一体にし
て、橋まくらぎ端部(8c)より挿入し、連結枠上辺部
(4a)を上ばね金具(1)の波形状の凹部(1e)、
(1f)の位置にあてがい、上ばね金具後端部(1d)
と床板(5)のすき間にクサビ(6)を挿入して上ばね
金具後端部(1d)を押し上げることにより、上ばね金
具前端部(1c)と下ばね金具前端部(2c)で橋まく
らぎ(8)と橋桁(9)をはさみつけて締結することを
特徴とする軌道の橋桁と橋まくらぎの締結金具。
1. A long side portion (1) in which a steel rod having high elasticity is formed into a rectangular shape.
The upper spring metal fitting (1) obtained by bending a) and (1b) into a corrugated shape is placed on the upper surface (5a) of the floor plate (5), and the bridge sleeper upper surface (8
Placed in a), the long side (2
a) and (2b) are bent in a wavy shape, and a connecting frame retaining metal fitting (3) is bonded to the front end portion (2c) of the lower spring metal fitting (2),
The connecting frame (4) is fitted into the lower spring metal fitting (2) so as to be integrated, and is inserted from the bridge sleeper end portion (8c), and the upper side portion (4a) of the connecting frame is formed into the corrugated concave portion (1) of the upper spring metal fitting (1). 1e),
Apply to the position of (1f), the rear end of the upper spring metal fitting (1d)
By inserting a wedge (6) into the gap between the floor plate (5) and the rear end (1d) of the upper spring metal fitting, the front end (1c) of the upper spring metal fitting and the front end (2c) of the lower spring metal fitting are bridge pillows. Fastening metal fittings for track girders and bridge sleepers characterized by sandwiching and fastening the girder (8) and the bridge girder (9).
【請求項2】抜け防止用の凹部(7a)を設けたクサビ
(7)を上ばね金具後端部(1d)と床板(5)のすき
間に挿入し、上ばね金具後端部(1d)をクサビ(7)
の凹部(7a)の位置で押し上げることにより、クサビ
(7)の抜けを防止し、かつ、上ばね金具前端部(1
c)と下ばね金具前端部(2c)で橋まくらぎ(8)と
橋桁(9)をはさみつけて締結することを特徴とする請
求項1に記載する軌道の橋桁と橋まくらぎの締結金具。
2. A wedge (7) having a recess (7a) for preventing slipping out is inserted into a gap between the upper spring metal fitting rear end portion (1d) and the floor plate (5), and the upper spring metal fitting rear end portion (1d). Wedge (7)
The wedge (7) is prevented from coming off by pushing up at the position of the concave portion (7a) of the upper spring metal fitting, and the front end portion (1) of the upper spring metal fitting is
The bridge girder and the bridge sleeper fastening fitting of the track according to claim 1, wherein the bridge sleeper (8) and the bridge girder (9) are clamped and fastened at c) and the lower spring fitting front end (2c).
JP6720192U 1992-08-31 1992-08-31 Fasteners for track girders and sleepers Pending JPH0624001U (en)

Priority Applications (1)

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JP6720192U JPH0624001U (en) 1992-08-31 1992-08-31 Fasteners for track girders and sleepers

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Application Number Priority Date Filing Date Title
JP6720192U JPH0624001U (en) 1992-08-31 1992-08-31 Fasteners for track girders and sleepers

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JPH0624001U true JPH0624001U (en) 1994-03-29

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JP6720192U Pending JPH0624001U (en) 1992-08-31 1992-08-31 Fasteners for track girders and sleepers

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101625829B1 (en) * 2015-08-13 2016-06-02 한국철도기술연구원 Direct fastened asphalt track using each wide sleeper and concrete slab panel having geotextile and horizontal-vertical movement restraining apparatus, and construction method for the same
KR101634127B1 (en) * 2015-08-13 2016-06-29 한국철도기술연구원 Apparatus for restraining horizontal-vertical movement of wide sleeper and slab panel, and construction method for the same
JP2017036648A (en) * 2015-08-10 2017-02-16 株式会社北斗 Instrument for fixing sleeper
JP2017078314A (en) * 2015-10-22 2017-04-27 東日本旅客鉄道株式会社 Crosstie binder
JP2017082400A (en) * 2015-10-23 2017-05-18 東日本旅客鉄道株式会社 Railroad tie fastener

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017036648A (en) * 2015-08-10 2017-02-16 株式会社北斗 Instrument for fixing sleeper
KR101625829B1 (en) * 2015-08-13 2016-06-02 한국철도기술연구원 Direct fastened asphalt track using each wide sleeper and concrete slab panel having geotextile and horizontal-vertical movement restraining apparatus, and construction method for the same
KR101634127B1 (en) * 2015-08-13 2016-06-29 한국철도기술연구원 Apparatus for restraining horizontal-vertical movement of wide sleeper and slab panel, and construction method for the same
WO2017026583A1 (en) * 2015-08-13 2017-02-16 한국철도기술연구원 Apparatus for restraining horizontal-vertical movement of wide sleeper and slab panel, and construction method therefor
JP2017078314A (en) * 2015-10-22 2017-04-27 東日本旅客鉄道株式会社 Crosstie binder
JP2017082400A (en) * 2015-10-23 2017-05-18 東日本旅客鉄道株式会社 Railroad tie fastener

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