JPS5912801B2 - Rail bridge section for suspended railway - Google Patents

Rail bridge section for suspended railway

Info

Publication number
JPS5912801B2
JPS5912801B2 JP19447482A JP19447482A JPS5912801B2 JP S5912801 B2 JPS5912801 B2 JP S5912801B2 JP 19447482 A JP19447482 A JP 19447482A JP 19447482 A JP19447482 A JP 19447482A JP S5912801 B2 JPS5912801 B2 JP S5912801B2
Authority
JP
Japan
Prior art keywords
running
track
support
track support
guide
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
Application number
JP19447482A
Other languages
Japanese (ja)
Other versions
JPS5883701A (en
Inventor
アドルフ・ヒルマ−
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.)
Siemens AG
Original Assignee
Siemens AG
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 Siemens AG filed Critical Siemens AG
Publication of JPS5883701A publication Critical patent/JPS5883701A/en
Publication of JPS5912801B2 publication Critical patent/JPS5912801B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways
    • E01B25/22Tracks for railways with the vehicle suspended from rigid supporting rails
    • E01B25/24Supporting rails; Auxiliary balancing rails; Supports or connections for rails

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 本発明は、懸垂鉄道の軌道支持体が伸張可能な継ぎ目を
介して隣接して配列され、支持車輪のための走行面およ
び/または側方案内ロールのための案内面が設けられ、
かつ2つの軌道支持体間の伸張可能な継ぎ目は走行面も
しくは案内面の範囲内でそれぞれ間挿体によって間隙な
しに橋絡されている懸垂鉄道用レール橋絡部に関する。
DETAILED DESCRIPTION OF THE INVENTION The invention provides that the track supports of a suspended railway are arranged adjacently via stretchable seams and that the running surfaces for the support wheels and/or the guide surfaces for the lateral guide rolls are arranged adjacently via stretchable seams. is established,
The extensible seam between two track supports then relates to a rail bridge for a suspended railway, which is bridged without gaps in the area of the running surface or the guide surface, respectively, by means of an interlayer.

懸垂鉄道の軌道支持体はいわゆる自由支持体として、各
支持体が一端を固定され他端を長手方向に移動可能に支
持されている。
The track supports of a suspended railway are so-called free supports, in which each support is fixed at one end and supported movably in the longitudinal direction at the other end.

軌道支持体の自由な熱膨張を妨げないために、軌道支持
体およびそれに固定された走行および案内レールは伸張
可能な継ぎ目が残るように構築されている。
In order not to impede the free thermal expansion of the track support, the track support and the running and guide rails fixed to it are constructed in such a way that a stretchable seam remains.

走行面および/または案内面の伸張可能な継ぎ目におい
て軌道支持体の自由な熱膨張を妨げることなしに間隙の
ない橋絡を可能にする三角状間挿体を配設することは公
知である(***特許第2836014号)。
It is known to arrange triangular interposers at extensible seams of running and/or guide surfaces, which enable gap-free bridging without interfering with the free thermal expansion of the track support ( West German Patent No. 2836014).

この場合に三角状間挿体と軌道支持体の端部との間には
、間挿体をそれぞれ斜面に沿って案内する形状結合の案
内手段が配置されている。
In this case, a form-locking guide means is arranged between the triangular insert and the end of the track support, which guides the insert in each case along an inclined surface.

案内手段としては例えば軌道支持体の隣り合う端部に配
置された2つのボルトが用いられ、両ボルトは三角状間
挿体の案内スリットへ突出していて、すべり案内部を形
成している。
As guide means, for example, two bolts arranged at adjacent ends of the track support are used, both bolts projecting into the guide slot of the triangular insert and forming a sliding guide.

間挿体は熱膨張時に良好なすべり特性を有する裏張り上
ですべる。
The interposer slides on a backing that has good sliding properties upon thermal expansion.

付加的な案内のために間挿体の脚はすべり面として形成
されている。
For additional guidance, the legs of the interposer are designed as sliding surfaces.

舌状転轍器と接続軌条の相対向する端部が指状に相互に
嵌合するようにした単軌道用舌状転轍器も公知である(
特公昭35−8802号)。
A single track tongue switch is also known, in which the opposite ends of the tongue switch and the connecting rail fit into each other in a finger-like manner (
Special Publication No. 35-8802).

しかしこの場合指状部は不等四辺形の断面形状を示し、
相互に接触しているので、走行時に一力の軌条から他方
へ騒音が伝達され、特に指状部に車輪の負荷がかかる際
に明らかに騒音が発生し、周囲に多大の迷惑をおよぼす
欠点がある。
However, in this case, the fingers have a trapezoidal cross-sectional shape,
Since they are in contact with each other, noise is transmitted from one rail to the other during running, and noise is clearly generated especially when the finger is loaded with the wheel, causing a great deal of trouble to the surrounding area. be.

また弾性材料から成る舌状片を配置した軌道装置の橋絡
部の構造も公知である(特開昭51−132511号)
Furthermore, the structure of a bridge section of a track device in which tongue-shaped pieces made of an elastic material are arranged is also known (Japanese Patent Application Laid-open No. 132511/1982).
.

この場合橋絡部は勿論間隙がないが、橋絡個所に凹みが
生じるので、走行時に乗り心地を悪くする動揺が発生す
るおそれがある。
In this case, there is of course no gap in the bridging portion, but since a dent is formed at the bridging portion, there is a risk that vibrations will occur that will make the ride uncomfortable when the vehicle is running.

本発明の目的は、かかる公知装置の欠点を回避し、凹凸
等により生じる車両の動揺並びに橋絡部通過時の騒音の
発生を回避した懸垂鉄道用レール橋絡部を提供すること
にある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a rail bridge section for a suspended railway that avoids the drawbacks of such known devices and avoids vehicle sway caused by unevenness and the generation of noise when passing through the bridge section.

これは本発明によれば、冒頭に記載したレール橋絡部に
おいて各走行もしくは案内面の間挿体は走行軸に対して
平行な少なくとも1つの合わせ目により分割され、隣り
合う間挿体部分が互い違いに軌道支持体の一端または他
端に固定され、各間挿体部分の自由端は他方の軌道体の
走行もしくは案内面へ突出しているものにおいて、間挿
体部分の自由端が支持もしくは案内車輪による負荷時に
も接触なしに他方の軌道支持体の走行もしくは案内面へ
突出していることによって達成される。
This is because, according to the invention, in the rail bridge mentioned at the outset, each running or guiding surface interposer is divided by at least one seam parallel to the running axis, so that adjacent interposer sections are separated by at least one seam parallel to the running axis. The free ends of the interpolation sections are fixed to one end or the other of the track supports in a staggered manner, with the free end of each interpolation section protruding into the running or guiding surface of the other track support. This is achieved by protruding onto the running or guiding surface of the other track support without contact even when loaded by the wheels.

本発明によるレール橋絡部では公知のものに必要とされ
ているすべり案内面や保守点検のための監視が不要とな
る。
The rail bridge according to the invention eliminates the need for sliding guide surfaces and monitoring for maintenance and inspection, which are required in known systems.

これによりレール橋絡部通過時の騒音の発生並びに一方
のレールから他方のレールへの音の伝達が回避され、摩
耗も大幅に避けられる。
This avoids the generation of noise when the rails pass through the bridge, as well as the transmission of sound from one rail to the other, and also significantly reduces wear.

更に間挿体相互の正確な整合の必要がないので、間挿体
の溶接或いはねじ止めによる簡単な組立てが可能となる
Furthermore, since there is no need for precise alignment of the interposers with each other, simple assembly of the interposers by welding or screwing is possible.

この場合橋絡すべき2つの軌道支持体間の不可避な公差
およびこれにより生じるレール橋絡部の凹凸は間挿体を
適当に組立てることにより容易に補償できる。
In this case, the unavoidable tolerances between the two track supports to be bridged and the resulting irregularities of the rail bridge can be easily compensated for by appropriate assembly of the interposers.

以下図面に示す本発明の実施例を参照しながら本発明を
さらに詳細に説明する。
The present invention will be described in more detail below with reference to embodiments of the invention shown in the drawings.

第1図は懸垂鉄道の2つの箱状の軌道支持体の突き合わ
せ個所における案内面の内部図を示し、第2図は第1図
の切断線■−■に沿った縦断面図を示し、第3図は第1
図の切断線■−■に沿った縦断面図を示す。
Fig. 1 shows an internal view of the guide surface at the butt point of two box-shaped track supports of a suspended railway, Fig. 2 shows a longitudinal cross-sectional view along the cutting line ■-■ in Fig. 1, and Fig. Figure 3 is the first
A vertical cross-sectional view taken along the cutting line ■-■ in the figure is shown.

第1図においては相前後して並べられた軌道支持体1,
2の側壁に案内面5が設けられている。
In FIG. 1, track supports 1, arranged one after the other,
A guide surface 5 is provided on the side wall of 2.

各軌道支持体は一端を支点に固定支持され、他端を長手
方向に移動可能に支えられている。
Each track support is fixedly supported at one end using a fulcrum, and supported so as to be movable in the longitudinal direction at the other end.

本例では軌道支持体1の図示の端部は支点に固定支持さ
れ、軌道支持体2の端部は長手方向に移動可能に支持さ
れている。
In this example, the illustrated end of the track support 1 is fixedly supported on a fulcrum, and the end of the track support 2 is supported so as to be movable in the longitudinal direction.

その場合に軌道支持体1,2は伸張可能な継ぎ目3が残
るように支点に保持されている。
In this case, the track supports 1, 2 are held on the fulcrum in such a way that a stretchable seam 3 remains.

箱状に形成されている軌道支持体1,2はスリットの両
側の底縁内に配置されている車台車輪用走行面を有する
The box-shaped track supports 1, 2 have running surfaces for the chassis wheels arranged in the bottom edges on both sides of the slot.

車両は垂直な案内面5に支持されている案内ロール4
a 、4 bを有する。
The vehicle has guide rolls 4 supported on vertical guide surfaces 5.
a, 4 b.

走行面および/または案内面5の伸張可能な継ぎ目の橋
渡しのためにそれぞれ間挿体が配設されている。
In order to bridge the extensible seams of the running surfaces and/or the guide surfaces 5, interposers are provided in each case.

この間挿体は走行軸に対して平行に少なくとも1つの縦
継ぎ目7によって分かれていて、互に隣り合う間挿体部
分6at6bが交互に軌道支持体1,2の一端または他
端に固定されている。
This interposer is separated parallel to the running axis by at least one longitudinal seam 7, in which mutually adjacent interposer parts 6at6b are fastened alternately to one or the other end of the track supports 1, 2. .

第2図および第3図に示すように、隣り合う両軌道支持
体1,2の端部は案内面5内に凹部を有し、凹部には間
挿体部分6at6bが裏板8の使用のもとで束縛されて
はめ込まれている。
As shown in FIGS. 2 and 3, the ends of both adjacent track supports 1, 2 have a recess in the guide surface 5, in which an intervening body part 6at6b is inserted to prevent the use of the back plate 8. He is bound and trapped at the bottom.

間挿体部分6aの短い脚部は軌道支持体1の端部に溶接
継ぎ目9,10によってまたはねじによって固定されて
いるのに対して、間挿体部分6bは軌道支持体2の端部
に配接されている。
The short legs of the interposer part 6a are fixed to the ends of the track support 1 by welded seams 9, 10 or by screws, whereas the interposer parts 6b are fixed to the ends of the track support 2. It is arranged.

その場合に間挿体部分6 a t 6 bの自由端はそ
れぞれ固定されていないほうの軌道支持体の案内面に突
出している。
The free ends of the interposer parts 6 a t 6 b each project onto the guide surface of the free track support.

橋絡個所を矢印11の方向に通過する際に、まず両案内
ロール4 a t 4 bが、そして残っている伸張可
能な継ぎ目12を通過している間はそれぞれ案内ロール
の一方4aもしくは4bが支持する。
When passing through the bridging point in the direction of arrow 11, first both guide rolls 4 a t 4 b and, while passing through the remaining stretchable seam 12, one of the guide rolls 4 a or 4 b respectively. To support.

橋絡個所通過時における騒音の発生を避けるために、間
挿体部分6 a ? 6 bの自由端はそれぞれ接触な
しに対向する軌道支持体の案内面5へ突出している。
In order to avoid the generation of noise when passing through the bridge point, the interposed part 6a? The free ends of 6 b each project without contact into the guide surface 5 of the opposing track support.

その場合り字形案内材部分6 a 、6 bの長脚は案
内車輪の負荷により弾力的にたわむ。
In this case, the long legs of the cross-shaped guide parts 6a, 6b bend elastically under the load of the guide wheels.

なめらかな移行を得るためにL字形の間挿体部分の短脚
は軽い傾斜面13を備えている。
In order to obtain a smooth transition, the short legs of the L-shaped interposer part are provided with a light bevel 13.

同様に間挿体部分6 a t 6 bの端部にも傾斜面
14が設けられている。
Similarly, the ends of the interposer parts 6 a t 6 b are also provided with inclined surfaces 14 .

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

第1図は懸垂軌道の2つの箱状軌道支持体の突合せ点に
おける案内面の内面図、第2図は第1図の切断線■−H
に沿った縦断面図、第3図は第1図の切断線1−III
に沿った断面図である。 1.2・・・・・・軌道支持体、3,12・・・・・・
伸張可能な継ぎ目、4a、4b・・・・・・案内ロール
、5・・・・・・案内面、6a、6b・・・・・・間挿
体部分、7・・・・・・長手方向の継ぎ目、8・・・・
・・裏板、9,10・・・・・・溶接継ぎ目、13,1
4・・・・・・傾斜面。
Figure 1 is an inner view of the guide surface at the butt point of the two box-shaped track supports of the suspended track, and Figure 2 is the section line ■-H in Figure 1.
FIG. 3 is a longitudinal cross-sectional view taken along cutting line 1-III in FIG. 1.
FIG. 1.2... Track support, 3,12...
Stretchable seam, 4a, 4b...Guide roll, 5...Guide surface, 6a, 6b...Interser part, 7...Longitudinal direction seam, 8...
... Back plate, 9, 10 ... Welding seam, 13, 1
4... Slope surface.

Claims (1)

【特許請求の範囲】[Claims] 1 懸垂鉄道の軌道支持体が伸張可能な継ぎ目を介して
隣接して配列され、支持車輪のための走行面および/ま
たは側方案内ロールのための案内面が設けられ、かつ2
つの軌道支持体間の伸張可能な継ぎ目は走行面もしくは
案内面の範囲内でそれぞれ間挿体によって間隙なしに橋
絡されており、各走行もしくは案内面の間挿体は走行軸
に対して平行な少なくとも1つの合わせ目により分割さ
れ、隣り合う間挿体部分が互い違いに軌道支持体の一端
または他端に固定され、各間挿体部分の自由端は他力の
軌道体の走行もしくは案内面へ突出している懸垂鉄道用
し=ル橋絡部において、間挿体部分の自由端が支持もし
くは案内車輪による負荷時にも接触なしに他力の軌道支
持体の走行もしくは案内面へ突出していることを特徴と
する懸垂鉄道用レール橋絡部。
1 the track supports of the suspended railway are arranged adjacently via extensible seams and are provided with running surfaces for the support wheels and/or guide surfaces for the lateral guide rolls, and 2
The extensible seams between the two track supports are bridged without gaps in each case in the area of the running or guideway by an interposer, the inserts of each run or guideway being parallel to the running axis. are separated by at least one seam, and adjacent interpolation sections are alternately fixed to one end or the other of the track support, the free end of each interpolation section being connected to the running or guiding surface of the external track support. In suspension railway bridges that protrude into the bridge, the free end of the interpolation part protrudes onto the running or guiding surface of the externally powered track support without contacting it even when loaded by supporting or guiding wheels. A rail bridge section for suspended railways featuring:
JP19447482A 1981-11-05 1982-11-05 Rail bridge section for suspended railway Expired JPS5912801B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19813144031 DE3144031A1 (en) 1981-11-05 1981-11-05 Rail bridging for a suspension rail conveying system
DE31440312 1981-11-05

Publications (2)

Publication Number Publication Date
JPS5883701A JPS5883701A (en) 1983-05-19
JPS5912801B2 true JPS5912801B2 (en) 1984-03-26

Family

ID=6145731

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19447482A Expired JPS5912801B2 (en) 1981-11-05 1982-11-05 Rail bridge section for suspended railway

Country Status (2)

Country Link
JP (1) JPS5912801B2 (en)
DE (1) DE3144031A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03103203U (en) * 1990-02-08 1991-10-28
JPH08325801A (en) * 1995-06-05 1996-12-10 Yoshinaga Suzuki Structure of collar of dress shirt

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4413898C1 (en) * 1994-04-21 1996-01-18 Magnetbahn Gmbh Rail thrust connection for tracks of magnetic suspension vehicles
DE102008031153B4 (en) * 2007-07-27 2010-11-18 Sew-Eurodrive Gmbh & Co. Kg Rail system and monorail system

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3528608A (en) * 1968-09-09 1970-09-15 Dashaveyor Co Expansion joint
DE2836014C3 (en) * 1978-08-17 1981-02-12 Siemens Ag, 1000 Berlin Und 8000 Muenchen Rail bridging, in particular for an overhead conveyor used to transport people

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03103203U (en) * 1990-02-08 1991-10-28
JPH08325801A (en) * 1995-06-05 1996-12-10 Yoshinaga Suzuki Structure of collar of dress shirt

Also Published As

Publication number Publication date
DE3144031C2 (en) 1991-03-07
JPS5883701A (en) 1983-05-19
DE3144031A1 (en) 1983-05-19

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