JPH08504242A - 特に吊り橋用の、広範な長手方向偏位を許容する、鉄道線路に対する滑動継手システム - Google Patents
特に吊り橋用の、広範な長手方向偏位を許容する、鉄道線路に対する滑動継手システムInfo
- Publication number
- JPH08504242A JPH08504242A JP6510687A JP51068794A JPH08504242A JP H08504242 A JPH08504242 A JP H08504242A JP 6510687 A JP6510687 A JP 6510687A JP 51068794 A JP51068794 A JP 51068794A JP H08504242 A JPH08504242 A JP H08504242A
- Authority
- JP
- Japan
- Prior art keywords
- rail
- joint system
- sliding joint
- track
- tapered surface
- 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
Links
- 239000000725 suspension Substances 0.000 title claims abstract description 12
- 230000001154 acute effect Effects 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 2
- 239000012634 fragment Substances 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000008602 contraction Effects 0.000 description 2
- 241000270666 Testudines Species 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/065—Joints having sliding plates
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B11/00—Rail joints
- E01B11/42—Joint constructions for relatively movable rails, e.g. rails on turntables, traversers, or swing bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Road Paving Structures (AREA)
- Braking Arrangements (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Abstract
Description
Claims (1)
- 【特許請求の範囲】 1.特に吊り橋用の、広範な長手方向編位を許容する、鉄道に対する滑動継手シ ステムにおいて、 軌道の各レールに対して、一方では先細り端部を有する第1の固定レール(1 )と、他方では第1のレール(1)の先細り表面に並んで位置決めされ、第1の レール(1)に沿って滑動するが、鋭角で軌道軸に対して斜めの前記先細り表面 を越えて連続的に延伸する第2のレール(2)と、第1のレール(1)に関して 前記第2のレールの偏差および滑動を確実にするために又設けられるガイド手段 と、 からなることを特徴とする滑動継手システム。 2.前記第1のレール(1)が軌道の外方向に面する側で先細りし、前記第2の レール(2)が、軌道の外方向で斜め方向に、前記第1のレール(1)の先細り 表面を越えて延伸する、請求項1に記載の鉄道に対する滑動継手システム。 3.前記ガイド手段が少なくとも一組の3つの主ローラ(3、4、5)からなり 、一つのローラ(4)は第2のレール(2)の一方の側に位置決めされ、他の2 つのローラ(3、5)は第2のレール(2)の他方の側に位置決めされ、前記3 つのローラは、外方向の歪みのゾーンに先行する位置で、軌道の主長手方向軸に 平行に前記第2のレール(2)を整列させることを意図する、請求項1に記載の 鉄道に対する滑動継手システム。 4.前記ガイド手段は又、前記第1のレール(1)の先細り表面に 面するように位置決めされた、固定垂直軸を有する複数の2次ローラ(6)から なる、請求項1または請求項3に記載の鉄道に対する滑動継手システム。 5.前記ガイド手段が更に、前記第1のレール(1)との接触ゾーンを越えて、 前記第2のレール(2)の逸れた延長に設けられるチャンネル(8)に沿って規 則正しい間隔で位置決めされるガイド・ローラ対(7)からなる、請求項1、請 求項3または請求項4に記載の鉄道に対する滑動継手システム。 6.前記第2のレール(2)が縮小幅のフランジを有して形成される、請求項1 に記載の鉄道に対する滑動継手システム。 7.前記第2のレール(2)のフランジ幅が好適にはそのヘッドの幅に等しい、 請求項6に記載の鉄道に対する滑動継手システム。
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITMI922467A IT1255927B (it) | 1992-10-28 | 1992-10-28 | Giunto di binari ferroviari a grande escursione longitudinale, in particolare per ponti sospesi. |
IT92A002467 | 1992-10-28 | ||
PCT/EP1993/002984 WO1994010383A1 (en) | 1992-10-28 | 1993-10-27 | Sliding joint system for railway tracks, allowing a wide longitudinal excursion, particularly for suspension bridges |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08504242A true JPH08504242A (ja) | 1996-05-07 |
JP3359922B2 JP3359922B2 (ja) | 2002-12-24 |
Family
ID=11364183
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP51068794A Expired - Lifetime JP3359922B2 (ja) | 1992-10-28 | 1993-10-27 | 特に吊り橋用の、広範な長手方向偏位を許容する、鉄道線路に対する滑動継手システム |
Country Status (10)
Country | Link |
---|---|
US (1) | US5634591A (ja) |
EP (1) | EP0666939B1 (ja) |
JP (1) | JP3359922B2 (ja) |
AT (1) | ATE154405T1 (ja) |
BR (1) | BR9307315A (ja) |
CA (1) | CA2148133A1 (ja) |
DE (1) | DE69311571D1 (ja) |
IT (1) | IT1255927B (ja) |
RU (1) | RU95109896A (ja) |
WO (1) | WO1994010383A1 (ja) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112482210A (zh) * | 2020-12-09 | 2021-03-12 | 中铁磁浮交通投资建设有限公司 | 高速磁浮桥梁大位移伸缩装置 |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9211520U1 (de) * | 1992-05-08 | 1993-09-09 | Butzbacher Weichenbau Gmbh | Dehnungsstoß für ein Gleisteil |
FR2726015B1 (fr) * | 1994-10-24 | 1997-01-17 | Sncf | Appareil de dilatation pour voie ferree; platine de montage d'un contre-aiguille, ou d'une aiguille et d'un contre-aiguille associe, sur une traverse pour la realisation d'un tel appareil |
AT405540B (de) | 1995-11-03 | 1999-09-27 | Waagner Biro Ag | Überbrückungskonstruktion, insbesondere beim anschluss einer schienenanlage |
US6428571B1 (en) | 1996-01-22 | 2002-08-06 | Scimed Life Systems, Inc. | Self-sealing PTFE vascular graft and manufacturing methods |
US20110233292A1 (en) * | 2008-12-11 | 2011-09-29 | Keith Allen Langenbeck | Integrated train rail system with ties and thermal expansion joints |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US411362A (en) * | 1889-09-17 | Expansion rail-joint | ||
AT48463B (de) * | 1910-10-20 | 1911-06-10 | Franz Schuh | Eisenbahnoberbau. |
US2067598A (en) * | 1935-07-29 | 1937-01-12 | Ramapo Ajax Corp | Expansion rail joint |
FR1298311A (fr) * | 1959-04-14 | 1962-07-13 | Sncf | Joint glissant de dilatation pour les rails de voies ferrées |
FR2185192A5 (ja) * | 1972-05-19 | 1973-12-28 | Paris & Outreau Acieries | |
CA1069097A (en) * | 1977-09-14 | 1980-01-01 | Alphege P. Deslauriers | Expansion joint for railroad tracks |
US4785994A (en) * | 1987-07-13 | 1988-11-22 | Crone Walter G | Sliding joint for welded rail sections |
DE9211520U1 (de) * | 1992-05-08 | 1993-09-09 | Butzbacher Weichenbau Gmbh | Dehnungsstoß für ein Gleisteil |
-
1992
- 1992-10-28 IT ITMI922467A patent/IT1255927B/it active IP Right Grant
-
1993
- 1993-10-27 JP JP51068794A patent/JP3359922B2/ja not_active Expired - Lifetime
- 1993-10-27 BR BR9307315A patent/BR9307315A/pt not_active Application Discontinuation
- 1993-10-27 DE DE69311571T patent/DE69311571D1/de not_active Expired - Lifetime
- 1993-10-27 EP EP93924062A patent/EP0666939B1/en not_active Expired - Lifetime
- 1993-10-27 AT AT93924062T patent/ATE154405T1/de not_active IP Right Cessation
- 1993-10-27 WO PCT/EP1993/002984 patent/WO1994010383A1/en active IP Right Grant
- 1993-10-27 US US08/428,134 patent/US5634591A/en not_active Expired - Lifetime
- 1993-10-27 RU RU95109896/11A patent/RU95109896A/ru unknown
- 1993-10-27 CA CA002148133A patent/CA2148133A1/en not_active Abandoned
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112482210A (zh) * | 2020-12-09 | 2021-03-12 | 中铁磁浮交通投资建设有限公司 | 高速磁浮桥梁大位移伸缩装置 |
CN112482210B (zh) * | 2020-12-09 | 2021-12-31 | 中铁磁浮交通投资建设有限公司 | 高速磁浮桥梁大位移伸缩装置 |
Also Published As
Publication number | Publication date |
---|---|
EP0666939A1 (en) | 1995-08-16 |
WO1994010383A1 (en) | 1994-05-11 |
CA2148133A1 (en) | 1994-05-11 |
DE69311571D1 (de) | 1997-07-17 |
JP3359922B2 (ja) | 2002-12-24 |
ITMI922467A1 (it) | 1994-04-28 |
BR9307315A (pt) | 1999-06-01 |
RU95109896A (ru) | 1997-02-20 |
US5634591A (en) | 1997-06-03 |
ITMI922467A0 (it) | 1992-10-28 |
EP0666939B1 (en) | 1997-06-11 |
ATE154405T1 (de) | 1997-06-15 |
IT1255927B (it) | 1995-11-17 |
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