JPS5883701A - Rail bridging part for suspension railroad - Google Patents

Rail bridging part for suspension railroad

Info

Publication number
JPS5883701A
JPS5883701A JP19447482A JP19447482A JPS5883701A JP S5883701 A JPS5883701 A JP S5883701A JP 19447482 A JP19447482 A JP 19447482A JP 19447482 A JP19447482 A JP 19447482A JP S5883701 A JPS5883701 A JP S5883701A
Authority
JP
Japan
Prior art keywords
track
running
interposer
guide
support
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.)
Granted
Application number
JP19447482A
Other languages
Japanese (ja)
Other versions
JPS5912801B2 (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 Schuckertwerke AG
Siemens AG
Original Assignee
Siemens Schuckertwerke AG
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 Schuckertwerke AG, Siemens AG filed Critical Siemens Schuckertwerke 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)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

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墓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 the two track supports also relates to a rail bridge for a railway track, which is bridged without gaps in the area of the running surface or the guide surface in each case by means of an interposer.

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刃゛向に移動可能に
支持されている。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。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)。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。案内手段としては例えば軌道支持
体の隣p合う端部に配置された2つのボルトが用いられ
1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。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 track supports of suspended railways are so-called free supports, with each support having one end fixed and the other end movable in the longitudinal direction. 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. 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). 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. As guide means, for example, two bolts arranged at adjacent ends of the track support are used, one of which projects into the guide slot of the triangular insert and forms a sliding guide. 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.

本発明の目的は、橋絡個所に与えられる種々の支持車輪
もしくは案内ロールの負荷が生じ得て、かつ間隙のなh
橋絡のために案内手段がなく、監視なしに運転が可能で
あるレール橋絡部を提供することにある。
It is an object of the invention that the loads of the various supporting wheels or guide rolls applied to the bridging point can occur and that the h
To provide a rail bridge part which has no guide means for the bridge and can be operated without supervision.

この目的は本発明によれば、特許請求の範囲第1項記載
の構成によって達成される。
This object is achieved according to the invention by the arrangement according to claim 1.

本発明によって、間挿体部分はねじ止めもしくは溶接し
さえすればよいので簡単な据え付けが可能である。すべ
り案内部やその監視はいらない。
The invention allows for simple installation, since the interposer part only needs to be screwed or welded. There is no need for a sliding guide or its monitoring.

さらに、本発明によるレール橋絡部は非常に幅の広い伸
張継ぎ目の橋絡も可能にする。
Furthermore, the rail bridge according to the invention also makes it possible to bridge very wide stretch seams.

本発明の有利な実施態様によれば1間挿体部分の自由端
は他方の軌道支持体の走行もしくは案内面へ支持もしく
は案内車輪による負荷時にも接触することなしに突出し
ている。それによって運転時に橋絡個所通過時における
騒音が防止され、摩耗が大幅に避けられる。
According to an advantageous embodiment of the invention, the free end of one of the insert parts projects onto the running or guiding surface of the other track support without contacting it even when loaded by a supporting or guiding wheel. This prevents noise during operation when passing over bridge points, and wear is largely avoided.

以下図面に示す本発明の実施例を参照しなから°本発明
をさらに詳細に説明する。
The invention will now be explained in more detail 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H−Hに沿った縦断面図を示し、第3図は第1
図の切断線IJJ−1111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 section line H-H in Fig. 1; Figure 3 is the first
A longitudinal cross-sectional view along section line IJJ-1111 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.
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。本例では軌道支持体
l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。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。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。車両は垂直な案内面5に
支持されている案内ロール4a、4bを有する。
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. 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. In that case the track support 1. 2 is held on a fulcrum such that a stretchable seam 3 remains. The box-shaped track support 1.2 has running surfaces for the chassis wheels arranged in the bottom edges on both sides of the slot. The vehicle has guide rolls 4a, 4b supported on vertical guide surfaces 5.

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。この間
挿材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、互に隣シ合う間挿体部分6a
、6b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。
In order to bridge the extensible seams of the running surfaces and/or the guide surfaces 5, interposers are provided in each case. This insert is separated by at least one longitudinal seam 7 parallel to the running axis and is separated by mutually adjacent insert portions 6a.
, 6b are arranged alternately on the track support 1. It is fixed to one end or the other end of 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6a、6bが裏板8の使用のもとで束縛されて
はめ込まれている。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.lO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6ba
軌道支持体2の端部に配接されている。その場合に間挿
体部分Ba、8b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。
As shown in FIGS. 2 and 3, the ends of both adjacent track supports 1.2 have recesses in the guide surface 5, in which the intercalary parts 6a, 6b are arranged in the back plate 8. It is bound and fitted under use. The short leg of the interposer part 6a forms a welded seam 9. at the end of the track support 1. while being fixed by lO or by screws, the interposer part 6ba
It is arranged at the end of the track support 2. In this case, the free ends of the interposer parts Ba, 8b each project onto the guide surface of the free track carrier.

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4a、4b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4
aもしくは4bが支持する。
When passing through the bridging point in the direction of the arrow 11, firstly both guide rolls 4a, 4b, and then in each case one of the guide rolls 4 while passing through the remaining stretchable seam 12.
Supported by a or 4b.

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8a、8b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。その場合り
字形案内材部分6a、、6bの長脚は案内車輪の負荷に
より弾力的にたわむ。なめらかな移行を得るためにL字
形の間挿体部分のa、ll工いエヨ□3□えに、11■ 体部分6a、ahの端部にも#斜面14が設けられてい
る。
In order to avoid the generation of noise when passing over bridge points, the free ends of the interposer parts 8a, 8b each project without contact into the guide surface 5 of the opposing track support. In this case, the long legs of the cross-shaped guide parts 6a, 6b bend elastically under the load of the guide wheels. In order to obtain a smooth transition, #slopes 14 are also provided at the ends of the L-shaped interposer parts a, ll, 3, 11, and 6a, ah.

【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…−■
に沿った縦断面図、第3図は第1図の切断線111−1
に沿った縦断面図である。 ■、2・・・軌道支持体、3.12・・・伸張可能な断
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.lO・・・溶接継ぎ目、13,14.
・・傾斜面。
Figure 1 is an inner view of the guide surface at the abutment point of the two box-shaped track supports of the suspended track, and Figure 2 is the cutting line of Figure 1...-■
FIG. 3 is a longitudinal cross-sectional view taken along cutting line 111-1 in FIG. 1.
FIG. ■, 2... Track support, 3.12... Expandable cut, 4a, 4b... Guide roll, 5... Guide surface,
6a. 6b...Interser part, 7...Longitudinal joint, 8
...back board, 9. lO...welded seam, 13, 14.
...Slope surface.

Claims (1)

【特許請求の範囲】 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
絡されている懸垂鉄道用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に少なく
とも1つの合わせ目により分割され、隣シ合う間挿体部
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ことを特徴とする懸垂鉄道用レー
ル橋絡部。 2)間挿体部分の自由端が負荷時にも支持もしくは案内
車輪によって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を特徴とする特許請求の範
囲第1項記載の懸垂鉄道用レール橋絡部。
Claims: 1) The track supports of a suspended railway are arranged adjacently via an extensible seam 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 connected in the area of each running or guiding surface in a suspended railway rail bridge, which is bridged without gaps by an interposer in each case. The body is divided parallel to the running axis by at least one seam, with adjacent interposer sections fixed alternately to one end or the other of the track support, the free end of each interposer section being fixed to the other end. A rail bridge section for a suspended railway, characterized in that it protrudes toward the running or guiding surface of a track body. 2) Suspension according to claim 1, characterized in that the free end of the interposer part projects onto the running or guiding surface of the other track support without contact by the supporting or guiding wheels even under load. Railway rail bridge section.
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
DE31440312 1981-11-05
DE19813144031 DE3144031A1 (en) 1981-11-05 1981-11-05 Rail bridging for a suspension rail conveying system

Publications (2)

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

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03103203U (en) * 1990-02-08 1991-10-28
DE4413898C1 (en) * 1994-04-21 1996-01-18 Magnetbahn Gmbh Rail thrust connection for tracks of magnetic suspension vehicles
JPH08325801A (en) * 1995-06-05 1996-12-10 Yoshinaga Suzuki Structure of collar of dress shirt
DE502008002690D1 (en) * 2007-07-27 2011-04-07 Sew Eurodrive Gmbh & Co RAIL SYSTEM AND RAILWAY 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

Also Published As

Publication number Publication date
DE3144031A1 (en) 1983-05-19
JPS5912801B2 (en) 1984-03-26
DE3144031C2 (en) 1991-03-07

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