JPH0211331B2 - - Google Patents

Info

Publication number
JPH0211331B2
JPH0211331B2 JP60290125A JP29012585A JPH0211331B2 JP H0211331 B2 JPH0211331 B2 JP H0211331B2 JP 60290125 A JP60290125 A JP 60290125A JP 29012585 A JP29012585 A JP 29012585A JP H0211331 B2 JPH0211331 B2 JP H0211331B2
Authority
JP
Japan
Prior art keywords
rail
pair
chord
frame
sides
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP60290125A
Other languages
Japanese (ja)
Other versions
JPS62148025A (en
Inventor
Shigeki Makino
Kazuo Ebizuka
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toko Sangyo Co Ltd
Original Assignee
Toko Sangyo Co Ltd
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 Toko Sangyo Co Ltd filed Critical Toko Sangyo Co Ltd
Priority to JP29012585A priority Critical patent/JPS62148025A/en
Publication of JPS62148025A publication Critical patent/JPS62148025A/en
Publication of JPH0211331B2 publication Critical patent/JPH0211331B2/ja
Granted legal-status Critical Current

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  • Bending Of Plates, Rods, And Pipes (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はトラス構造と、転がり部材とを有する
レールベンダに関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a rail bender having a truss structure and rolling members.

〔従来の技術〕[Conventional technology]

第26図は4点支持式の従来のレールベンダの
一例を示すものである。図において、1は水平面
部および垂直面部にそれぞれ補強リブ1a,1b
を有する1組のアームで、その先端部はレール2
に上方より嵌着せしめて該レール2をその両側か
ら挾着支持し得るようになつている。3,4は上
記両アームの後端部にピン5,5を介して一端が
それぞれ連結接続された一組の連結桿、6はこれ
ら連結桿3,4の他端相互を同心上の連結接続し
て該連結桿3,4を実質的に伸縮せしめるジヤツ
キ、7はその操作ハンドルである。
FIG. 26 shows an example of a conventional four-point support type rail bender. In the figure, 1 indicates reinforcing ribs 1a and 1b on the horizontal and vertical surfaces, respectively.
A pair of arms with a rail 2 at the tip.
The rail 2 can be fitted from above to support the rail 2 from both sides. Reference numerals 3 and 4 refer to a pair of connecting rods having one end connected to the rear ends of both arms via pins 5 and 5, respectively, and 6 a concentric connection connecting the other ends of these connecting rods 3 and 4 to each other. A jack 7 is an operating handle for substantially expanding and contracting the connecting rods 3 and 4.

上記構成を有する従来のレールベンダは、第2
7図にスケルトンで示すジヤツキ6によつて連結
桿3,4を矢示A方向に伸長させることにより、
両アーム1,1に矢示B方向の曲げモーメントを
発生せしめてレール2を内側へ曲げることができ
る。
The conventional rail bender having the above configuration has a second
By extending the connecting rods 3 and 4 in the direction of arrow A using the jack 6 shown as a skeleton in Fig. 7,
By generating a bending moment in the direction of arrow B in both arms 1, 1, the rail 2 can be bent inward.

第28図は3点支持式の従来のレールベンダの
他の例をスケルトンで示すものである。この例に
おいては、コ字形アーム8の両先端部に支点軸9
をそれぞれ設け、この両支点軸部を前述の4点支
持式同様、レール2に対して上乗せ方式でセツト
し、各支点軸9,9をレール2の一側面に当接せ
しめるとともに、コ字形アーム8の中央腹部に設
けたシリンダ等から成る押圧力発生装置10によ
つてレール2を他側面から矢示C方向に押圧付勢
することにより、コ字形アーム8の押圧力発生装
置10両側に延びる左右アーム部8a,8bに矢
示D方向の曲げモーメントを生ぜしめてレール2
を外側へ曲げるようにしている。この例において
も、前述の4点支持式同様に、コ字形アーム8の
水平面部および垂直面部にはそれぞれ補強リブが
設けられている。
FIG. 28 shows a skeleton of another example of a conventional three-point support type rail bender. In this example, fulcrum shafts 9 are provided at both ends of the U-shaped arm 8.
These fulcrum shafts are set on top of the rail 2 in the same manner as the four-point support system described above, and each fulcrum shaft 9, 9 is brought into contact with one side of the rail 2, and the U-shaped arm By pressing the rail 2 in the direction of arrow C from the other side by a pressing force generating device 10 consisting of a cylinder etc. provided at the central abdomen of the U-shaped arm 8, the pressing force generating device 10 of the U-shaped arm 8 extends on both sides. By creating a bending moment in the direction of arrow D in the left and right arm portions 8a and 8b, the rail 2
I try to bend it outward. In this example as well, reinforcing ribs are provided on the horizontal and vertical surfaces of the U-shaped arm 8, respectively, as in the four-point support type described above.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

従来のレールベンダは、以上のように、レール
2に対して上乗せ方式であるので、レール2への
セツト方法は単純であるが、4点支持方式および
3点支持方式のいずれのものも作用点間の水平面
および垂直面内に大きな曲げ応力が働くため、こ
の曲げ応力に耐え得るようアームの水平面部およ
び垂直面部のいずれにも補強リブを設けなければ
ならず、大形化を余儀無くされ、小形軽量化が図
れないばかりでなく、運搬性および移動性が悪
く、レール2を曲げるための小移動や曲げ操作時
には2人以上の労力が必要であるという問題があ
つた。
As mentioned above, the conventional rail bender is attached to the rail 2, so the method of setting it on the rail 2 is simple, but both the 4-point support method and the 3-point support method have a Since large bending stress acts in the horizontal and vertical planes between the arms, reinforcing ribs must be provided on both the horizontal and vertical planes of the arm to withstand this bending stress, which necessitates an increase in size. Not only is it not possible to achieve a reduction in size and weight, but there is also a problem in that transportability and mobility are poor, and the labor of two or more people is required for small movements and bending operations to bend the rail 2.

本発明は叙上の点に鑑み、作用点間に曲げ応力
が発生せずして補強リブの設置の要がなく、した
がつて軽量で取扱性が良好であり、しかもレール
に対する押圧力点の小移動が容量で且つ曲げ具合
の計測が可能な極めて作業性の高いレールベンダ
を得ることを目的としている。
In view of the above points, the present invention does not require the installation of reinforcing ribs because bending stress does not occur between the points of application, and is therefore lightweight and easy to handle, and moreover, the pressure points on the rail are reduced. The object of the present invention is to obtain a rail bender that has a large capacity for small movements and is capable of measuring bending conditions and has extremely high workability.

〔問題点を解決するための手段〕[Means for solving problems]

本発明に係るレールベンダは、両側上弦部と下
弦部と前記両側上弦部の交差頂部から下弦部へ垂
下する中間部とから成る三角形状の上下一組の枠
体と、これら上下一組の両枠体における下弦部と
両側上弦部との各接続部にそれぞれ挿脱可能に設
けられ上記両枠体間に配置されるレールの一側面
に当接可能な一対の支点軸と、上記両枠体におけ
る両側上弦部の交差頂部に挿脱可能に設けられか
つ先端押圧部材が上記中間部に拘束案内されて上
記レールを他側面より押圧付勢する押圧力発生装
置とを備え、上記上下一組の枠体には、そのいず
れか一方の内面中間部の両側において上記一対の
支点軸に当接されるレールとの相対的な接触転動
を案内する一対の転がり部材を上記中間部に並設
した溝形支持部材内に枢支するとともに、上記中
間部にはそれに沿わせ被折曲レールの曲率半径を
計測するスケールを設けるようにしている。
The rail bender according to the present invention includes a pair of upper and lower triangular frames each consisting of upper and lower chord parts on both sides, and an intermediate part that hangs down from the intersection apex of the upper and lower chord parts to the lower chord part; a pair of fulcrum shafts that are removably installed at each connecting portion between the lower chord part and the upper chord parts on both sides of the frame body and that can come into contact with one side of the rail arranged between the two frame bodies; a pressing force generating device that is removably installed at the intersection apex of both upper and lower chord portions, and whose tip pressing member is constrained and guided by the intermediate portion to press and bias the rail from the other side; A pair of rolling members are arranged in parallel in the middle part of the frame body on both sides of the middle part of one of the inner surfaces for guiding relative contact rolling with the rails that come into contact with the pair of fulcrum shafts. The rail is pivoted within the groove-shaped support member, and a scale is provided along the intermediate portion to measure the radius of curvature of the bent rail.

〔作用〕[Effect]

本発明においては、レールの上下にそれぞれ配
置した枠体が作用点間を直線的に結ぶトラス構造
を有し、かつ各支点軸が該トラスの平面に垂直な
横構を構成する如く設けられているので、押圧力
発生装置の動作時における荷重は、枠体には直接
応力、すなわち引張応力または圧縮応力としての
み働くため、従来のような曲げ応力にも耐えなけ
ればならない場合に比べて補強リブ等の材料が節
約でき、小形軽量化が図れ、作業人員を削減する
ことが可能となつている。しかも、上記枠体の一
方の内面にはレールの接触転動を案内するローラ
その他の転がり部材が設けられ、かつ枠体中間部
にはレール折曲部の曲率半径を測るスケールが設
けられているから、レールの押圧力点を小移動さ
せつつ所望の正確な折曲度を有するレール曲げ作
業を容易に行わせることができる。
In the present invention, the frames disposed above and below the rail have a truss structure that linearly connects the points of action, and each fulcrum axis is provided so as to form a horizontal structure perpendicular to the plane of the truss. Therefore, when the pressing force generator is in operation, the load acts only on the frame as direct stress, that is, tensile stress or compressive stress. It has become possible to save on materials such as, make it smaller and lighter, and reduce the number of workers. Furthermore, rollers and other rolling members for guiding the contact rolling of the rail are provided on one inner surface of the frame, and a scale for measuring the radius of curvature of the bent portion of the rail is provided in the middle of the frame. Therefore, it is possible to easily perform a rail bending operation with a desired accurate degree of bending while slightly moving the pressing force point of the rail.

〔実施例〕〔Example〕

以下、第1図乃至第3図の第1の実施例につい
て本発明を説明する。図において、11は両側上
弦部11a,11bと下弦部11cと前記両側上
弦部11a,11bの交差頂部から前記下弦部1
1cへ垂下する中間部11dとから成る三角形状
の一組の枠体で、その下弦部11cと両側上弦部
11a,11bとの各接続部には、一方の枠体1
1に第4図乃至第6図に示すような係合爪12a
を有する軸受12が、他方の枠体11に第7図に
示す如く軸受13が、それぞれ設けられている。
14はこれら両枠体11,11の軸受12,13
に両端部14a,14bが嵌着された一対の支点
軸で、その長手方向中央部の一側には、第8図乃
至第10図に示すように、上記軸受12の係合爪
12aに係合する段部14c、および両枠体1
1,11間に配置されるレール2における上下フ
ランジ部2a,2bとウエブ部2cの一側面にそ
れぞれ当接可能な段部14d,14e,14fが
形成されている。
The present invention will be described below with reference to a first embodiment shown in FIGS. 1 to 3. In the figure, reference numeral 11 indicates the lower chord part 1 from the top of the intersection between the upper chord parts 11a and 11b on both sides, the lower chord part 11c, and the upper chord parts 11a and 11b on both sides.
A pair of triangular frames consisting of a middle part 11d hanging down to the middle part 1c, and one frame 1
1 includes an engaging claw 12a as shown in FIGS. 4 to 6.
As shown in FIG. 7, a bearing 12 is provided on the other frame 11, and a bearing 13 is provided on the other frame 11, as shown in FIG.
14 denotes bearings 12 and 13 for both frames 11 and 11.
A pair of fulcrum shafts having both end portions 14a and 14b fitted therein, and one side of the central portion in the longitudinal direction is provided with a shaft that engages with the engagement pawl 12a of the bearing 12, as shown in FIGS. 8 to 10. The matching stepped portion 14c and both frames 1
Step portions 14d, 14e, and 14f that can abut each other are formed on one side of the upper and lower flange portions 2a, 2b and web portion 2c of the rail 2 disposed between the rails 1 and 11, respectively.

然して、15は両枠体11,11における両側
上弦部11a,11bの交差頂部にそれぞれ設け
た軸受16間に両端突起部15a,15bを回動
自在に軸架されたトラニオンホルダで、その長手
方向中央部のボス部15cには第11図乃至第1
3図に示すように、孔15dが穿設され、この孔
15d内周面に雌ねじ15eが形成されている。
17は先端部外周面に前記トラニオンホルダ15
の雌ねじ15eと螺合する雄ねじ17aが形成さ
れた押圧力発生装置すなわちシリンダで(第14
図参照)、前記トラニオンホルダ15への取付後
は両枠体11,11に水平揺動可能に枢着される
ようになつている。18は上記シリンダ17と油
圧ホース19とを連通接続させるためのカプラ、
20は上記シリンダ17のピストンロツドであつ
て、その先端部外周面には雄ねじ20aが形成さ
れ、この雄ねじ20a部に断面T形状のベンデイ
ングシユー21の一端側が螺着されるようになつ
てる。前記ベンデイングシユー21は、第15図
および第16図に示すように、上記ピストンロツ
ド20の雄ねじ20aに螺合する雌ねじ21aが
形成された底部21bとこの底部21bから延出
して形成された突起部21cとを有し、さらにこ
の突起部21cの上面21dと上記底部21bの
端面21eとの交叉面部にガイドプレート22を
当接せしめてねじ23により取付け固定してい
る。前記ガイドプレート22はその上縁部に板厚
方向の凹状案内溝22aが刻設され、この案内溝
22aが枠体11へのシリンダ17装着時に該枠
体の中間部11dと嵌合して先端押圧部材を構成
するベンデイングシユー21に螺着されたピスト
ンロツド20を前記中間部11dに沿つて案内す
るようになつている。
Reference numeral 15 designates a trunnion holder in which both end protrusions 15a and 15b are rotatably mounted between bearings 16 provided at the intersection tops of both upper chord parts 11a and 11b of both frames 11 and 11, and the longitudinal direction thereof is The boss portion 15c in the center has the markings shown in FIGS.
As shown in FIG. 3, a hole 15d is bored, and a female thread 15e is formed on the inner peripheral surface of the hole 15d.
17 is the trunnion holder 15 on the outer peripheral surface of the tip.
(14th
(see figure), after being attached to the trunnion holder 15, it is pivoted to both frames 11, 11 so as to be horizontally swingable. 18 is a coupler for communicating and connecting the cylinder 17 and the hydraulic hose 19;
Reference numeral 20 designates the piston rod of the cylinder 17, and a male thread 20a is formed on the outer circumferential surface of the tip thereof, and one end side of a bending shoe 21 having a T-shaped cross section is screwed into this male thread 20a. As shown in FIGS. 15 and 16, the bending shoe 21 includes a bottom portion 21b formed with a female thread 21a that engages with the male thread 20a of the piston rod 20, and a protrusion extending from the bottom portion 21b. A guide plate 22 is brought into contact with the intersecting surface of the upper surface 21d of the protrusion 21c and the end surface 21e of the bottom 21b, and is fixed by screws 23. The guide plate 22 has a concave guide groove 22a carved in its upper edge in the plate thickness direction, and when the cylinder 17 is attached to the frame body 11, this guide groove 22a fits into the intermediate portion 11d of the frame body, and the tip A piston rod 20 screwed onto a bending shoe 21 constituting a pressing member is guided along the intermediate portion 11d.

24は下方に位置する枠体11下面の各上弦部
11a,11bと下弦部11cとの間にそれぞれ
架設され、ねじ25により取付片部24aを締着
固定された溝形鋼からなる一対の支持部材であつ
て、その溝内にはそれぞれ一対の軸受プレート2
6が対向して設けられ、これらの軸受プレート2
6,26間にレール2の下面に当接可能なローラ
27が回転自在に架装されている。また、28は
上方に位置する枠体11の中間部に設けたスケー
ルで、これによりレール2の曲がり具合すなわち
曲率半径を判断することができる。
Reference numeral 24 denotes a pair of supports made of channel steel that are installed between the upper chord parts 11a, 11b and the lower chord part 11c on the lower surface of the frame 11 located below, and are fixed by tightening the mounting piece 24a with screws 25. a member, each having a pair of bearing plates 2 in its grooves.
6 are provided facing each other, and these bearing plates 2
A roller 27 that can come into contact with the lower surface of the rail 2 is rotatably mounted between the rollers 6 and 26. Moreover, 28 is a scale provided in the middle part of the frame body 11 located above, with which the degree of bending of the rail 2, that is, the radius of curvature can be determined.

以上のように構成される本発明のレールベンダ
は、ローラ27を有する枠体11を置き、これの
ローラ27上にレールを載せ、各支点軸14,1
4および第17図の如くシリンダ17等が予め取
付けられたトラニオンホルダ15を落込み方式で
取付け、その上にスケール28を有する枠体11
を嵌め込むだけで組立が完了する。
The rail bender of the present invention configured as described above has a frame body 11 having rollers 27 placed thereon, a rail placed on the rollers 27, and each fulcrum shaft 14, 1
As shown in FIGS. 4 and 17, a trunnion holder 15 to which a cylinder 17 etc. are attached in advance is attached in a drop-down manner, and a frame 11 has a scale 28 thereon.
Assembly is completed just by fitting.

レール曲げ動作は、図示しない油圧ポンプより
の圧油をシリンダ17へ供給してそのピストンロ
ツド20を伸長せしめ、ベンデイングシユー21
の先端を第3図に想像線で示す如くレール2のウ
エブ部に当接させて支点軸14の反対側から押圧
付勢することにより行ない、レール2の曲がり具
合をスケール28によつて判断する。そして曲げ
後にレール22の曲げ位置を変える場合には、ロ
ーラ27上のレール2のみを移動させる。
The rail bending operation is performed by supplying pressurized oil from a hydraulic pump (not shown) to the cylinder 17 to extend the piston rod 20, and bending shaft 21.
This is done by bringing the tip of the rail 2 into contact with the web part of the rail 2 as shown by the imaginary line in FIG. . When changing the bending position of the rail 22 after bending, only the rail 2 on the rollers 27 is moved.

第18図は本発明のレールベンダをスケルトン
で示すもので、上記動作時におけるシリンダ17
の押圧付勢力は矢印E方向に作用してレール2を
外側へ曲げるが、その際、枠体11の両側上弦部
11a,11bにはそれぞれ矢印F方向の引張応
力が、また下弦部11cにはG方向の圧縮応力が
働くため、従来のような曲げモーメントは発生し
ない。
FIG. 18 shows a skeleton of the rail bender of the present invention, showing the cylinder 17 during the above operation.
The pressing force acts in the direction of arrow E to bend the rail 2 outward, but at this time, tensile stress is applied to both upper chord parts 11a and 11b of the frame 11 in the direction of arrow F, and tensile stress is applied to the lower chord part 11c. Since compressive stress acts in the G direction, no bending moment occurs as in the conventional case.

第19図は本発明のレールベンダの第2の実施
例を示す第2図相当図である。この実施例のもの
は、ローラ27を備えた各支持部材24,24を
上方に位置する枠体11に取付け、かつ上下枠体
11,11間をボルト・ナツト29,30により
連結固定し、下方に位置する枠体11や支点軸1
4等が上方に位置する枠体11から脱落するのを
防止するとともに、レール2の両端を木台31上
に載置して本発明装置をレール2に対し移動自在
にセツトした点が前述した第1の実施例と異なつ
ている。この実施例においては、重量物であるレ
ール2を移動せしめる必要がないため、曲げ位置
を変える場合の移動が容易となるばかりでなく、
精確な位置設定が可能になるという利点がある。
FIG. 19 is a view corresponding to FIG. 2 showing a second embodiment of the rail bender of the present invention. In this embodiment, each supporting member 24, 24 equipped with a roller 27 is attached to the frame 11 located above, and the upper and lower frames 11, 11 are connected and fixed by bolts and nuts 29, 30, and the lower The frame body 11 and the fulcrum shaft 1 located at
As mentioned above, the device of the present invention is set movably with respect to the rail 2 by placing both ends of the rail 2 on the wooden stand 31, while preventing the 4 etc. from falling off the frame 11 located above. This is different from the first embodiment. In this embodiment, since it is not necessary to move the heavy rail 2, it is not only easy to move when changing the bending position, but also
This has the advantage that accurate positioning is possible.

第20図乃至第22図は本発明のレールベンダ
の第3の実施例を示す第1図乃至第3図相当図で
ある。この実施例のものは、各支点軸に第23図
および第24図に示す如く、レール2の上下フラ
ンジ部2a,2bとウエブ部2cの一側面にそれ
ぞれ当接可能な段軸部材32をそれぞれ用い、こ
れら各段軸部材32,32を両枠体11,11間
に回動自在に軸架せしめた点が前述の第1および
第2の実施例と異なつている。この実施例の場
合、段軸部材32における上方の枠体11への接
続部32aに隣位する拡径部32b直径寸法が、
該枠体11の軸受33の直径寸法よりも大径に設
定されているため、前述の係合爪12aを有する
軸受12を用いてもその影響は殆んど無視するこ
とができるが、この実施例では係合爪が設けられ
ていない軸受33で示してある。この実施例にお
いては、回動自在な段軸部材32と下方のローラ
27との湊合作用によつて、レール2の移動をよ
りスムースに行なうことができるという効果を奏
する。
20 to 22 are views corresponding to FIGS. 1 to 3 showing a third embodiment of the rail bender of the present invention. In this embodiment, as shown in FIGS. 23 and 24, each fulcrum shaft is provided with a stepped shaft member 32 that can come into contact with the upper and lower flange portions 2a, 2b and one side of the web portion 2c of the rail 2, respectively. This embodiment is different from the first and second embodiments described above in that the stepped shaft members 32, 32 are rotatably mounted between the frames 11, 11. In the case of this embodiment, the diameter of the enlarged diameter portion 32b adjacent to the connection portion 32a to the upper frame 11 in the stepped shaft member 32 is as follows:
Since the diameter of the bearing 33 of the frame body 11 is set to be larger than that of the bearing 33, even if the bearing 12 having the above-mentioned engaging claw 12a is used, the influence thereof can be almost ignored. In the example, a bearing 33 is shown without an engaging pawl. This embodiment has the effect that the rail 2 can be moved more smoothly due to the coupling action between the rotatable step shaft member 32 and the lower roller 27.

第25図は本発明の第4の実施例を示す第19
図相当図である。この実施例のものは、各支点軸
に前記段軸部材32をそれぞれ用いている点が前
述の第2の実施例と異なつている。この実施例に
おいては、第2の実施例の効果に加え、移動時に
装置の横ずれを防止できるという利点がある。
FIG. 25 is a 19th embodiment showing a fourth embodiment of the present invention.
It is a figure equivalent figure. This embodiment differs from the above-described second embodiment in that the stepped shaft members 32 are used for each fulcrum shaft. In addition to the effects of the second embodiment, this embodiment has the advantage that it is possible to prevent the device from shifting laterally during movement.

なお、上記第2および第3の実施例では上下枠
体11,11を挿通した各ボルト29をそれぞれ
ナツト30によつて止着するようにしたものを示
したが、これを例えばローラ27を備えた溝形鋼
24同様に、枠体11の各上弦部11a,11b
と下弦部11cとの間にそれぞれ小幅の梁部材を
架設し、これらの梁部材に上記各ボルト29に対
応する雌ねじを切つてこれに各ボルト29を止着
せしめるようにしてもよく、この場合には梁部材
に枠体11の補強をも兼用させることができ、枠
体11の強度を増大させることができるとともに
部品点数の削減が可能となる。また、上記溝形鋼
24や梁部材は予め各枠体11の溶接により一体
接合し、それぞれの枠体を用途により転置してセ
ツトするようにしてもよく、この場合にはより一
層の部品点数の削減および作業性の向上が図れ
る。
In the second and third embodiments, each bolt 29 inserted through the upper and lower frames 11, 11 is fixed by a nut 30. Similarly to the channel steel 24, each upper chord part 11a, 11b of the frame 11
A narrow beam member may be installed between the lower chord portion 11c and the lower chord portion 11c, and internal threads corresponding to the respective bolts 29 may be cut in these beam members, and the bolts 29 may be fastened thereto. In this case, the beam member can also serve as reinforcement for the frame body 11, making it possible to increase the strength of the frame body 11 and to reduce the number of parts. Further, the channel steel 24 and the beam members may be integrally joined by welding each frame 11 in advance, and each frame may be relocated and set depending on the purpose. In this case, the number of parts will be increased. It is possible to reduce this and improve workability.

なおまた、上記実施例では押圧力発生装置とし
てシリンダを用いたものを示したが、これに例え
ばねじジヤツキ等他の手段を適用してもよく上記
同様の効果を奏する。
Further, in the above embodiment, a cylinder is used as the pressing force generating device, but other means such as a screw jack may be applied to this, and the same effect as described above can be obtained.

〔発明の効果〕〔Effect of the invention〕

以上述べたように、本発明によれば、レールの
上下にそれぞれ配置した枠体が作用点間を直線的
に結ぶトラス構造を有し、かつ各支点軸が該トラ
スの平面に垂直な横構を構成する如く設けるよう
にしたので、曲げ応力が発生せず、部材の小形軽
量化が図れ、分割しての運搬が可能となり、曲げ
位置への小移動が至極簡単に行なうことができ、
作業の労力を大巾に軽減することができて作業人
員を削減することができるという効果がある。さ
らに本発明によれば、レール上下に配置する一組
の枠体で支点軸を支持するので、レールの上下フ
ランジ部およびウエブ部の全てに押圧力発生装置
の押圧付勢力を直接作用せしめることができ、具
合の良い曲線軌条が得られる。そして本発明にお
いては、上下の枠体を頂部から垂下する中間部を
備えた三角形状としてレールベンドに耐え得る強
固な枠構成とし、かつこれら上下の枠体を一対の
支点軸および押圧力発生装置により挿脱可能な枠
組体として構成して長大なレールに対する受入れ
の便を図り得るようにしており、また上記中間部
を先端押圧部材の押進ガイドとして用いてレール
に対する押圧力の偏向を防止し、さらに該中間部
両側の転がり部材を溝型支持部材内に設けて外部
から阻害されることのないレールに対する円滑な
相対転動が得られるようにするとともに、該中間
部のスケールによりレールの正確な折曲度を確保
し得る等のレールベンダとしての特異な効果を期
待することができる。
As described above, according to the present invention, the frames disposed above and below the rail have a truss structure that linearly connects the points of action, and each fulcrum axis is a horizontal structure perpendicular to the plane of the truss. Since the bending stress is not generated, the parts can be made smaller and lighter, they can be transported in pieces, and small movements to the bending position can be carried out extremely easily.
This has the effect of greatly reducing work effort and reducing the number of workers. Furthermore, according to the present invention, since the fulcrum shaft is supported by a pair of frames disposed above and below the rail, the pressing force of the pressing force generating device can be directly applied to all of the upper and lower flanges and web portions of the rail. You can get a good curved track. In the present invention, the upper and lower frames have a triangular shape with an intermediate part hanging down from the top, and have a strong frame structure that can withstand rail bending. It is configured as a frame body that can be inserted and removed, so that it can be easily accommodated on a long rail, and the intermediate portion is used as a guide for pushing the tip pressing member to prevent deflection of the pressing force against the rail. Furthermore, the rolling members on both sides of the intermediate portion are provided within the groove-shaped support member to ensure smooth relative rolling relative to the rail without being hindered from the outside, and the scale of the intermediate portion allows for accurate rolling of the rail. It can be expected to have unique effects as a rail bender, such as being able to ensure a certain degree of bending.

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

第1図乃至第3図はいずれも本発明に係るレー
ルベンダの第1の実施例を示すもので、第1図は
平面図、第2図はその正面図、第3図は一部を破
砕して示す側面図、第4図は上方に位置する枠体
の支点軸支持部を示す平面画、第5図は第4図の
―線に沿う断面図、第6図は第4図の―
線に沿う断面図、第7図は下方に位置する枠体の
支点軸支持部を示す断面図、第8図は支点軸がレ
ールに当接している状態を示す平面図、第9図は
その側面図、第10図は支点軸の正面図、第11
図はトラニオンホルダを示す平面図、第12図は
その側面図、第13図はその正面図、第14図は
シリンダを示す側面図、第15図はベンデイング
シユーにガイドプレートを取付けた状態を示す側
面図、第16図はその平面図、第17図はトラニ
オンホルダにシリンダを取付けた状態を示す斜視
図、第18図は本発明のレールベンダをスケルト
ンで示す動作説明図、第19図は本発明の第2の
実施例を示す第2図相当図、第20図乃至第22
図はいずれも本発明の第3の実施例を示すもの
で、第20図は第1図相当図、第21図は第2図
相当図、第22図は第3図相当図、第23図は段
軸部材がレールに当接している状態を示す平面
図、第24図はその側面図、第25図は本発明の
第4図の実施例を示す第21図相当図、第26図
は従来のレールベンダの一例を示す斜視図、第2
7図は第26図のものをスケルトンで示す動作説
明図、第28図は従来のレールベンダの他の例を
スケルトンで示す動作説明図である。 2…レール、11…枠体、11a,11b…上
弦部、11c…下弦部、11d…中間部、14…
支点軸、17…シリンダ(押圧力発生装置)、2
7…ローラ(転がり部材)、28…スケール。な
お、図中、同一符号は同一または相当部分を示
す。
Figures 1 to 3 all show a first embodiment of the rail bender according to the present invention, where Figure 1 is a plan view, Figure 2 is a front view, and Figure 3 is a partially exploded view. 4 is a plan view showing the fulcrum shaft support portion of the frame located above, FIG. 5 is a cross-sectional view taken along the line ``-'' in FIG. 4, and FIG.
7 is a sectional view showing the fulcrum shaft support part of the frame located below, FIG. 8 is a plan view showing the fulcrum shaft in contact with the rail, and FIG. 9 is a sectional view showing the fulcrum shaft support part of the frame located below. Side view, Figure 10 is a front view of the fulcrum shaft, Figure 11
The figure is a plan view showing the trunnion holder, Fig. 12 is a side view thereof, Fig. 13 is a front view thereof, Fig. 14 is a side view showing the cylinder, and Fig. 15 is a state in which the guide plate is attached to the bending shoe. Fig. 16 is a plan view thereof, Fig. 17 is a perspective view showing the cylinder attached to the trunnion holder, Fig. 18 is an operation explanatory diagram showing the rail bender of the present invention in skeleton form, Fig. 19 20 to 22 are views corresponding to FIG. 2 showing the second embodiment of the present invention.
The figures all show the third embodiment of the present invention; Fig. 20 is a view equivalent to Fig. 1, Fig. 21 is a view equivalent to Fig. 2, Fig. 22 is a view equivalent to Fig. 3, and Fig. 23 is a view equivalent to Fig. 2. 24 is a side view thereof, FIG. 25 is a view corresponding to FIG. 21 showing the embodiment of FIG. 4 of the present invention, and FIG. Perspective view showing an example of a conventional rail bender, 2nd
FIG. 7 is an operational explanatory diagram showing the one in FIG. 26 as a skeleton, and FIG. 28 is an operational explanatory diagram showing another example of the conventional rail bender as a skeleton. 2...Rail, 11...Frame body, 11a, 11b...Upper chord section, 11c...Lower chord section, 11d...Intermediate section, 14...
Fulcrum shaft, 17...Cylinder (pressing force generator), 2
7...Roller (rolling member), 28...Scale. In addition, in the figures, the same reference numerals indicate the same or corresponding parts.

Claims (1)

【特許請求の範囲】[Claims] 1 両側上弦部と下弦部と前記両側上弦部の交差
頂部から下弦部へ垂下する中間部とから成る三角
形状の上下一組の枠体と、これら上下一組の両枠
体における下弦部と両側上弦部との各接続部にそ
れぞれ挿脱可能に設けられ上記両枠体間に配置さ
れるレールの一側面に当接可能な一対の支点軸
と、上記両枠体における両側上弦部の交差頂部に
挿脱可能に設けられかつ先端押圧部材が上記中間
部に拘束案内されて上記レールを他側面より押圧
付勢する押圧力発生装置とを備え、上記上下一組
の枠体には、そのいずれか一方の内面中間部の両
側において上記一対の支点軸に当接されるレール
との相対的な接触転動を案内する一対の転がり部
材を上記中間部に並設した溝形支持部材内に枢支
するとともに、上記中間部にはそれに沿わせ被折
曲レールの曲率半径を計測するスケールを設けた
ことを特徴とするレールベンダ。
1 A pair of upper and lower triangular frames consisting of both upper and lower chord parts, and an intermediate part that hangs down from the intersection apex of the upper and lower chord parts to the lower chord part, and the lower chord part and both sides of the upper and lower sets of the frame bodies. a pair of fulcrum shafts that are removably installed at each connecting portion with the upper chord portion and capable of abutting against one side of the rail disposed between the two frame bodies; and an intersecting apex of the upper chord portions on both sides of the frame bodies. a pressing force generating device which is removably installed in the upper and lower frames and whose tip pressing member is restrained and guided by the intermediate portion to press and bias the rail from the other side; A pair of rolling members for guiding relative contact rolling with the rails abutting on the pair of fulcrum shafts on both sides of the intermediate portion of one inner surface are pivoted within the groove-shaped support member arranged in parallel in the intermediate portion. The rail bender is characterized in that the middle part is provided with a scale for measuring the radius of curvature of the bent rail.
JP29012585A 1985-12-23 1985-12-23 Rail bender Granted JPS62148025A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29012585A JPS62148025A (en) 1985-12-23 1985-12-23 Rail bender

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29012585A JPS62148025A (en) 1985-12-23 1985-12-23 Rail bender

Publications (2)

Publication Number Publication Date
JPS62148025A JPS62148025A (en) 1987-07-02
JPH0211331B2 true JPH0211331B2 (en) 1990-03-13

Family

ID=17752124

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29012585A Granted JPS62148025A (en) 1985-12-23 1985-12-23 Rail bender

Country Status (1)

Country Link
JP (1) JPS62148025A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016011563A (en) * 2014-06-30 2016-01-21 東日本旅客鉄道株式会社 Curve correction rail bender

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101020080B1 (en) 2008-09-02 2011-03-09 전상동 Bending apparatus for vessel window frame
KR101118894B1 (en) * 2009-07-17 2012-03-19 우창수 Bending apparatus and method for the asymmetric rail of a magnetic levitation train

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5214768U (en) * 1975-07-20 1977-02-02
JPS5246917U (en) * 1975-09-29 1977-04-02

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5214768U (en) * 1975-07-20 1977-02-02
JPS5246917U (en) * 1975-09-29 1977-04-02

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016011563A (en) * 2014-06-30 2016-01-21 東日本旅客鉄道株式会社 Curve correction rail bender

Also Published As

Publication number Publication date
JPS62148025A (en) 1987-07-02

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