TR200200335T2 - Multiple area carrier - Google Patents
Multiple area carrierInfo
- Publication number
- TR200200335T2 TR200200335T2 TR2002/00335T TR200200335T TR200200335T2 TR 200200335 T2 TR200200335 T2 TR 200200335T2 TR 2002/00335 T TR2002/00335 T TR 2002/00335T TR 200200335 T TR200200335 T TR 200200335T TR 200200335 T2 TR200200335 T2 TR 200200335T2
- Authority
- TR
- Turkey
- Prior art keywords
- carrier
- concrete
- area
- area carrier
- multiple area
- Prior art date
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60L—PROPULSION OF ELECTRICALLY-PROPELLED VEHICLES; SUPPLYING ELECTRIC POWER FOR AUXILIARY EQUIPMENT OF ELECTRICALLY-PROPELLED VEHICLES; ELECTRODYNAMIC BRAKE SYSTEMS FOR VEHICLES IN GENERAL; MAGNETIC SUSPENSION OR LEVITATION FOR VEHICLES; MONITORING OPERATING VARIABLES OF ELECTRICALLY-PROPELLED VEHICLES; ELECTRIC SAFETY DEVICES FOR ELECTRICALLY-PROPELLED VEHICLES
- B60L13/00—Electric propulsion for monorail vehicles, suspension vehicles or rack railways; Magnetic suspension or levitation for vehicles
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B25/00—Tracks for special kinds of railways
- E01B25/30—Tracks for magnetic suspension or levitation vehicles
- E01B25/305—Rails or supporting constructions
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60L—PROPULSION OF ELECTRICALLY-PROPELLED VEHICLES; SUPPLYING ELECTRIC POWER FOR AUXILIARY EQUIPMENT OF ELECTRICALLY-PROPELLED VEHICLES; ELECTRODYNAMIC BRAKE SYSTEMS FOR VEHICLES IN GENERAL; MAGNETIC SUSPENSION OR LEVITATION FOR VEHICLES; MONITORING OPERATING VARIABLES OF ELECTRICALLY-PROPELLED VEHICLES; ELECTRIC SAFETY DEVICES FOR ELECTRICALLY-PROPELLED VEHICLES
- B60L2200/00—Type of vehicles
- B60L2200/26—Rail vehicles
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/28—Concrete reinforced prestressed
Abstract
Betondan, özellikle çelik beton ya da gerilmis betondan olusan çogul alanli bir tasiyici (1) söz konusu olup çogul alanli tasiyicida (1), tasiyicinin (1) bir alaninin her bir ucunda destekler yerlestirilmistir. Tasiyici (1) en azindan betondan bir hazir döküm parçasi ile üretilmistir. Tasiyicida (1) en az bir ön gerilim elemani yer alir ve bunun konumu, isleyisi ve/veya ön gerilim kuvveti sayesinde çogul alanli tasiyicida (1) biçime uygun bir ön gerilim yaratilir. Çogul alanli tasiyici (1) tercihen yüksek hizda giden, rayli bir tasita, özellikle de bir manyetik asma demiryoluna ait güzergah yolunun düzenlenmesi içim öngörüdür.There is a multi-zone carrier (1) consisting of concrete, especially steel concrete or stretched concrete, and supports are placed at each end of one area of the carrier (1) in the multi-area carrier (1). The carrier (1) is at least manufactured with a ready-made casting piece of concrete. At least one bias element is located in the carrier (1) and due to its location, operation and / or bias force, a biased tension is created in the multi-area carrier (1). The plural area carrier (1) is preferably foreseen for the arrangement of the route path of a high-speed rail track, especially a magnetic suspension rail.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19936756A DE19936756A1 (en) | 1999-08-09 | 1999-08-09 | Track of a track-bound vehicle |
Publications (1)
Publication Number | Publication Date |
---|---|
TR200200335T2 true TR200200335T2 (en) | 2002-06-21 |
Family
ID=7917196
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TR2002/00335T TR200200335T2 (en) | 1999-08-09 | 2000-08-04 | Multiple area carrier |
Country Status (13)
Country | Link |
---|---|
EP (1) | EP1204798A1 (en) |
JP (1) | JP2003506599A (en) |
KR (1) | KR20020046279A (en) |
CN (1) | CN1313919A (en) |
AU (1) | AU6992600A (en) |
BR (1) | BR0013217A (en) |
CA (1) | CA2381638A1 (en) |
CZ (1) | CZ2002419A3 (en) |
DE (1) | DE19936756A1 (en) |
EA (1) | EA200200236A1 (en) |
PL (1) | PL354616A1 (en) |
TR (1) | TR200200335T2 (en) |
WO (1) | WO2001011142A1 (en) |
Families Citing this family (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004509247A (en) * | 2000-09-12 | 2004-03-25 | マクス、ベグル、バウウンテルネームング、ゲゼルシャフト、ミット、ベシュレンクテル、ハフツング、ウント、コンパニー、コマンディトゲゼルシャフト | Runway support |
DE10119687A1 (en) * | 2001-04-20 | 2002-10-24 | Boegl Max Bauunternehmung Gmbh | Multiple field carrier has at least two segments with hollow walls and joined by pulley and pressure elements in gap between segments |
CN1143027C (en) | 2001-09-07 | 2004-03-24 | 上海磁悬浮交通发展有限公司 | Track structure of high-speed track traffic |
CN1128900C (en) * | 2001-10-26 | 2003-11-26 | 上海磁悬浮交通发展有限公司 | Prestressed rail beam and its manufacture |
CN1127593C (en) * | 2001-11-01 | 2003-11-12 | 上海磁悬浮交通发展有限公司 | Technology for manufacturing track beam of magnetic suspension or tracked railway |
EP1481131A1 (en) * | 2002-02-27 | 2004-12-01 | Max Bögl Bauunternehmung GmbH & Co. KG | Concrete support, in particular for a maglev train |
DE10240808A1 (en) * | 2002-08-30 | 2004-03-11 | Walter Bau-Ag | Magnetic rail track has trough shaped steel carriers on which concrete track elements are mounted and has precise adjusting devices |
DE10321047B4 (en) * | 2003-01-14 | 2007-04-12 | Schmitt Stumpf Frühauf und Partner Ingenieurgesellschaft im Bauwesen mbH | Lane for magnetic levitation railways and manufacturing method therefor |
NL1030736C2 (en) * | 2005-12-22 | 2007-06-25 | Movares Nederland Bv | Concrete over-bridging construction comprises body which extends over lower located ground surface and/or water and incorporates transport system upon it |
DE102006029130A1 (en) * | 2006-06-22 | 2007-12-27 | Max Bögl Bauunternehmung GmbH & Co. KG | Method for producing a segmented prefabricated bridge and segmented prefabricated bridge |
NL2000186C2 (en) * | 2006-08-16 | 2008-02-20 | Spanbeton B V | Deck construction, as well as method for forming this deck construction. |
KR20140140730A (en) * | 2013-05-30 | 2014-12-10 | 김태희 | Curved Y shaped Pier with PC Steel Wire |
CN103944100B (en) * | 2014-05-06 | 2017-02-15 | 中国葛洲坝集团第六工程有限公司 | Cable seam crossing method for monitoring instrument |
KR101594370B1 (en) * | 2015-03-24 | 2016-02-16 | 이용호 | Double Beam Girder For Enforceing Upward Moment In Bridge |
DE102020134829A1 (en) | 2020-12-23 | 2022-06-23 | Max Bögl Stiftung & Co. Kg | Track carrier of a magnetic levitation train |
CN114658097A (en) * | 2022-03-31 | 2022-06-24 | 上海市机械施工集团有限公司 | Combined structure and construction method thereof |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE844347C (en) * | 1950-09-06 | 1952-07-21 | Max Dipl-Ing Dr-Ing Gosslar | Prestressed concrete structure |
DE916891C (en) * | 1950-12-01 | 1954-08-19 | Nanny Dischinger Geb Knigge | Prestressed reinforced concrete bridge with subsequent connection |
LU35022A1 (en) * | 1956-03-19 | |||
US3084481A (en) * | 1958-12-19 | 1963-04-09 | Silberkuhl Wilhelm Johannes | Prestressed concrete bodies |
US3225703A (en) * | 1963-09-18 | 1965-12-28 | Wegematic | Monorail beamways |
DE1658634A1 (en) * | 1967-06-13 | 1970-11-12 | Ve Spezialbaukombinat Verkehrs | Structure, especially bridge superstructure |
US3794433A (en) * | 1971-07-08 | 1974-02-26 | Schupack Ass | Segmental precast concrete post-tensioned overpass bridges with cantilevered abutment |
US3892096A (en) * | 1971-08-02 | 1975-07-01 | Romualdo Macchi | Beam structures |
FR2244869A1 (en) * | 1973-09-21 | 1975-04-18 | Campenon Bernard Europe | Prefabricated box sections for bridges - adjacent faces of the sections have interengaging profiles |
DE2717869B2 (en) * | 1977-04-22 | 1979-05-31 | Dyckerhoff & Widmann Ag, 8000 Muenchen | Method for stiffening a thin-walled duct and for threading a tendon into the duct |
DE2932036A1 (en) * | 1979-08-07 | 1981-02-26 | Sager & Woerner | Reinforced or prestressed concrete multi field bridge - has continuation stress members linking girders into continuous entity under track slab |
DE3244035A1 (en) * | 1982-11-27 | 1984-05-30 | Andrä, Wolfhart, Dr.-Ing., 7000 Stuttgart | Sectional renewal of continuous beams made of prestressed concrete |
DE3335058A1 (en) * | 1983-09-28 | 1985-04-04 | Dyckerhoff & Widmann AG, 8000 München | Two-track, supported roadway construction for magnetic cushion vehicles |
DE8716677U1 (en) * | 1987-03-13 | 1988-02-11 | Dyckerhoff & Widmann Ag, 8000 Muenchen, De | |
DE3723883A1 (en) * | 1987-07-18 | 1989-01-26 | Zerna Schultz Und Partner Inge | Prestressed-concrete girder |
IT1234461B (en) * | 1989-06-21 | 1992-05-18 | Carcassi Marco | PROCEDURE AND PREFABRICATION EQUIPMENT OF BRIDGES AND SIMILAR WORKS, WITH SIMULTANEOUS JET OF THE SEGMENTS COMPOSING A SPAN |
US5231931A (en) * | 1992-01-23 | 1993-08-03 | J. Muller International | Rapid transit viaduct system |
DE19735480C2 (en) * | 1997-08-16 | 1999-09-02 | Stahlbau Lavis Gmbh | Track element |
-
1999
- 1999-08-09 DE DE19936756A patent/DE19936756A1/en not_active Withdrawn
-
2000
- 2000-08-04 CZ CZ2002419A patent/CZ2002419A3/en unknown
- 2000-08-04 EA EA200200236A patent/EA200200236A1/en unknown
- 2000-08-04 PL PL00354616A patent/PL354616A1/en unknown
- 2000-08-04 BR BR0013217-9A patent/BR0013217A/en not_active Application Discontinuation
- 2000-08-04 CA CA002381638A patent/CA2381638A1/en not_active Abandoned
- 2000-08-04 KR KR1020027001892A patent/KR20020046279A/en not_active Application Discontinuation
- 2000-08-04 AU AU69926/00A patent/AU6992600A/en not_active Abandoned
- 2000-08-04 EP EP00958382A patent/EP1204798A1/en not_active Withdrawn
- 2000-08-04 JP JP2001515379A patent/JP2003506599A/en active Pending
- 2000-08-04 WO PCT/EP2000/007592 patent/WO2001011142A1/en not_active Application Discontinuation
- 2000-08-04 TR TR2002/00335T patent/TR200200335T2/en unknown
- 2000-08-04 CN CN00801142A patent/CN1313919A/en active Pending
Also Published As
Publication number | Publication date |
---|---|
WO2001011142A1 (en) | 2001-02-15 |
CZ2002419A3 (en) | 2002-06-12 |
JP2003506599A (en) | 2003-02-18 |
BR0013217A (en) | 2002-07-09 |
CN1313919A (en) | 2001-09-19 |
EP1204798A1 (en) | 2002-05-15 |
CA2381638A1 (en) | 2001-02-15 |
EA200200236A1 (en) | 2002-08-29 |
DE19936756A1 (en) | 2001-02-15 |
KR20020046279A (en) | 2002-06-20 |
PL354616A1 (en) | 2004-02-09 |
AU6992600A (en) | 2001-03-05 |
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