BR0013217A - Multi-beam concrete - Google Patents
Multi-beam concreteInfo
- Publication number
- BR0013217A BR0013217A BR0013217-9A BR0013217A BR0013217A BR 0013217 A BR0013217 A BR 0013217A BR 0013217 A BR0013217 A BR 0013217A BR 0013217 A BR0013217 A BR 0013217A
- Authority
- BR
- Brazil
- Prior art keywords
- span
- concrete
- tensioning
- beam concrete
- rails
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Power Engineering (AREA)
- Transportation (AREA)
- Bridges Or Land Bridges (AREA)
- Railway Tracks (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
"VIGA DE VãOS MúLTIPLOS DE CONCRETO". A invenção é relativa a viga de vãos múltiplos (1) de concreto, especialmente concreto armado ou concreto protendido. A viga de vãos múltiplos (1) encontra-se provida de apoios dispostos em cada extremidade do vão da mesma. A viga (1) é fabricada especialmente a partir de uma peça de concreto pré-moldada no mínimo. Pelo menos um elemento de tensão prévia acha-se disposto na viga (1), cuja posição, curso e/ou força de tensão prévia resulta numa tensão prévia de acordo com o molde da viga de vãos múltiplos (1) . Este tipo de viga (1) é preferencialmente indicado para prover um traçado para veículo de alta velocidade sobre trilhos, especialmente um trem de levitação magnética."MULTIPLE CONCRETE BEAM BEAM". The invention relates to a multi-span concrete beam (1), especially reinforced concrete or prestressed concrete. The multi-span beam (1) is provided with supports arranged at each end of the span. The beam (1) is manufactured especially from a minimum precast concrete part. At least one pre-tensioning element is arranged on the beam (1), whose position, stroke and / or pre-tensioning force results in a pre-tensioning according to the multi-span beam template (1). This type of beam (1) is preferably indicated to provide a route for a high-speed vehicle on rails, especially a magnetic levitation train.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19936756A DE19936756A1 (en) | 1999-08-09 | 1999-08-09 | Track of a track-bound vehicle |
PCT/EP2000/007592 WO2001011142A1 (en) | 1999-08-09 | 2000-08-04 | Multispan girder |
Publications (1)
Publication Number | Publication Date |
---|---|
BR0013217A true BR0013217A (en) | 2002-07-09 |
Family
ID=7917196
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
BR0013217-9A BR0013217A (en) | 1999-08-09 | 2000-08-04 | Multi-beam concrete |
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 |
---|---|---|---|---|
BR0113805A (en) * | 2000-09-12 | 2004-08-17 | Max B Gl Bauunternehmung Gmbh | Track 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 |
WO2003072879A1 (en) * | 2002-02-27 | 2003-09-04 | 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 |
DE3734954A1 (en) * | 1987-03-13 | 1988-04-07 | Dyckerhoff & Widmann Ag | Corrosion-protected tensioning member, in particular stressing member for prestressed concrete without pretensioning, and process for its installation |
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 EA EA200200236A patent/EA200200236A1/en unknown
- 2000-08-04 CA CA002381638A patent/CA2381638A1/en not_active Abandoned
- 2000-08-04 JP JP2001515379A patent/JP2003506599A/en active Pending
- 2000-08-04 CZ CZ2002419A patent/CZ2002419A3/en unknown
- 2000-08-04 WO PCT/EP2000/007592 patent/WO2001011142A1/en not_active Application Discontinuation
- 2000-08-04 EP EP00958382A patent/EP1204798A1/en not_active Withdrawn
- 2000-08-04 AU AU69926/00A patent/AU6992600A/en not_active Abandoned
- 2000-08-04 PL PL00354616A patent/PL354616A1/en unknown
- 2000-08-04 TR TR2002/00335T patent/TR200200335T2/en unknown
- 2000-08-04 CN CN00801142A patent/CN1313919A/en active Pending
- 2000-08-04 KR KR1020027001892A patent/KR20020046279A/en not_active Application Discontinuation
- 2000-08-04 BR BR0013217-9A patent/BR0013217A/en not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
TR200200335T2 (en) | 2002-06-21 |
WO2001011142A1 (en) | 2001-02-15 |
JP2003506599A (en) | 2003-02-18 |
DE19936756A1 (en) | 2001-02-15 |
CA2381638A1 (en) | 2001-02-15 |
KR20020046279A (en) | 2002-06-20 |
CZ2002419A3 (en) | 2002-06-12 |
EA200200236A1 (en) | 2002-08-29 |
PL354616A1 (en) | 2004-02-09 |
AU6992600A (en) | 2001-03-05 |
EP1204798A1 (en) | 2002-05-15 |
CN1313919A (en) | 2001-09-19 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
B11A | Dismissal acc. art.33 of ipl - examination not requested within 36 months of filing | ||
B11Y | Definitive dismissal - extension of time limit for request of examination expired [chapter 11.1.1 patent gazette] |