ES2065661T3 - Disposicion de cables tensores en una galeria de presion. - Google Patents
Disposicion de cables tensores en una galeria de presion.Info
- Publication number
- ES2065661T3 ES2065661T3 ES91810600T ES91810600T ES2065661T3 ES 2065661 T3 ES2065661 T3 ES 2065661T3 ES 91810600 T ES91810600 T ES 91810600T ES 91810600 T ES91810600 T ES 91810600T ES 2065661 T3 ES2065661 T3 ES 2065661T3
- Authority
- ES
- Spain
- Prior art keywords
- unit
- adjacent
- cables
- pressure gallery
- cable
- 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 - Lifetime
Links
- 238000005260 corrosion Methods 0.000 abstract 1
- 230000007797 corrosion Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/107—Reinforcing elements therefor; Holders for the reinforcing elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
- E02B9/02—Water-ways
- E02B9/06—Pressure galleries or pressure conduits; Galleries specially adapted to house pressure conduits; Means specially adapted for use therewith, e.g. housings, valves, gates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
CADA CABLE DE TENSION (3, 4, 18) EN UNA GALERIA DE PRESION ESTA COMPUESTO DE UN HAZ DE HILOS UNITARIOS (21). CADA UNO DE LOS HILOS UNITARIOS (21) SE DISTANCIA CON RESPECTO AL HILO ADYACENTE A DISTANCIAS MAS O MENOS REGULARES A LO LARGO DEL CABLE DE TENSION MEDIANTE INTERPOSICION DE MEDIOS DISTANCIADORES (22, 22'', 22", 22"''). SE DISPONEN UNOS SOPORTES DE CABLES DE TENSION (9), DISTRIBUIDOS A LO LARGO Y POR ENCIMA DE LA CIRCUNFERENCIA DE LA GALERIA DE PRESION Y POSICIONADOS, ESENCIALMENTE, HACIA EL CENTRO DE LA MISMA. EN CADA UNO DE LOS SOPORTES DE CABLES DE TENSION (9) PUEDEN FIJARSE, SOBREPUESTOS Y/O ADYACENTES, VARIOS CABLES DE TENSION (3, 418). CADA UNO DE LOS CABLES MANTIENE UNA DISTANCIA RESPECTO AL CABLE ADYACENTE. CON ESTA DISPOSICION DE LOS CABLES DE TENSION SE LOGRA, QUE CADA UNO DE LOS HILOS UNITARIOS QUEDE COMPLETAMENTE CIRCUNDADO DE HORMIGON, UNA VEZ LLENADA LA GALERIA DE PRESION CON HORMIGON. CADA HILO UNITARIO PUEDE SER TENSADO POR SEPARADO CON UNA PRENSA RELATIVAMENTE PEQUEÑA,SIN QUE HAYA QUE TEMERSE QUE DURANTE EL PROCESO DE TENSADO SE DAÑE EL CORRESPONDIENTE HILO UNITARIO O EL ADYACENTE. GRACIAS A ESTA DISPOSICION PUEDE DISPONERSE UN NUMERO RELATIVAMENTE GRANDE DE HILOS UNITARIOS EN UNA SECCION PREDETERMINADA, ESTANDO ASEGURADA PARA CADA HILO UNITARIO UNA COMPLETA PROTECCION CONTRA LA CORROSION.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH275190 | 1990-08-24 |
Publications (1)
Publication Number | Publication Date |
---|---|
ES2065661T3 true ES2065661T3 (es) | 1995-02-16 |
Family
ID=4240789
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES91810600T Expired - Lifetime ES2065661T3 (es) | 1990-08-24 | 1991-07-26 | Disposicion de cables tensores en una galeria de presion. |
Country Status (9)
Country | Link |
---|---|
US (1) | US5180253A (es) |
EP (1) | EP0473539B1 (es) |
JP (1) | JPH0718145B2 (es) |
AU (1) | AU644469B2 (es) |
DE (1) | DE59103334D1 (es) |
ES (1) | ES2065661T3 (es) |
MY (1) | MY106059A (es) |
NO (1) | NO913026L (es) |
PT (1) | PT98765A (es) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NO308625B1 (no) * | 1998-12-30 | 2000-10-02 | Eiriksson Nyfotek As Leiv | FremgangsmÕte for Õ redusere friksjonstap i tunneler |
WO2004094839A2 (en) * | 2003-04-10 | 2004-11-04 | The Stebbins Engineering And Manufacturing Company | Fluid containment vessel, method of constructing fluid containment vessel, in particular chemical-resistant concrete liquid containment vessel |
CN101886477B (zh) * | 2010-07-09 | 2011-08-17 | 中冶建工有限公司 | 预应力张拉群锚单孔限位板 |
JP2015117522A (ja) * | 2013-12-19 | 2015-06-25 | 太平洋マテリアル株式会社 | 被覆構造および剥落防止具の取付方法 |
DE202018102249U1 (de) * | 2017-09-07 | 2018-04-27 | Bag Bauartikel Gmbh | Bewehrungssystem für den Betonausbau der Innenschale eines Tunnelgebäudes |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US729299A (en) * | 1903-01-05 | 1903-05-26 | Clarence M Ellinger | Fireproof building structure. |
US756309A (en) * | 1903-03-30 | 1904-04-05 | William N Wight | Reinforced beams, &c., and grillage therefor. |
US841064A (en) * | 1906-02-17 | 1907-01-08 | Thomas P Stanley | Telegraph and trolley pole. |
US865336A (en) * | 1906-06-18 | 1907-09-03 | Howard S Gardner | Building structure. |
US865488A (en) * | 1906-12-27 | 1907-09-10 | G A Edward Kohler | Building girder and column. |
BE608227A (fr) * | 1961-11-30 | 1962-01-02 | Stressed Concrete Design Ltd | Perfectionnements à la précontrainte de bâtiments ou d'ouvrages |
US3504474A (en) * | 1968-04-02 | 1970-04-07 | Maximiliaan J Dykmans | Stacked radial winding |
CH494328A (de) * | 1968-04-24 | 1970-07-31 | Moossche Eisenwerke Ag | Bewehrungslitze für Beton, insbesondere vorgespannten Beton |
AT336072B (de) * | 1973-06-25 | 1977-04-12 | Held & Francke Bau Ag | Verfahren zum herstellen einer vorgespannten ortbetonauskleidung fur stollen oder tunnel |
US4031685A (en) * | 1974-10-24 | 1977-06-28 | Heinz Robert F | Reinforcing cage construction |
AT345331B (de) * | 1976-05-07 | 1978-09-11 | Gd Anker Gmbh & Co Kg | Tunnelverzugselement |
CH615728A5 (en) * | 1977-02-14 | 1980-02-15 | Amberg Rudolf | Supporting and securing arrangement in cavities, hard headings or on rock sections |
US4251047A (en) * | 1979-07-24 | 1981-02-17 | The Dayton Sure Grip & Shore Company | Swivel hold-down device |
DE3734953C2 (de) * | 1987-03-13 | 1994-02-24 | Dyckerhoff & Widmann Ag | Abstandhalter für ein spannbares Zugglied |
CH674546A5 (en) * | 1987-12-08 | 1990-06-15 | Jean Bernold | Construction of reinforced concrete wall in tunnel - whereby concrete is sprayed over mesh direct on to rock face |
US4938627A (en) * | 1988-09-21 | 1990-07-03 | Halliburton Company | Method of slipliner grouting |
-
1991
- 1991-07-26 EP EP91810600A patent/EP0473539B1/de not_active Expired - Lifetime
- 1991-07-26 DE DE59103334T patent/DE59103334D1/de not_active Expired - Fee Related
- 1991-07-26 ES ES91810600T patent/ES2065661T3/es not_active Expired - Lifetime
- 1991-08-02 NO NO91913026A patent/NO913026L/no unknown
- 1991-08-13 US US07/744,325 patent/US5180253A/en not_active Expired - Fee Related
- 1991-08-22 AU AU82667/91A patent/AU644469B2/en not_active Ceased
- 1991-08-22 JP JP3211137A patent/JPH0718145B2/ja not_active Expired - Lifetime
- 1991-08-23 PT PT98765A patent/PT98765A/pt not_active Application Discontinuation
- 1991-10-12 MY MYPI91001451A patent/MY106059A/en unknown
Also Published As
Publication number | Publication date |
---|---|
JPH0673720A (ja) | 1994-03-15 |
JPH0718145B2 (ja) | 1995-03-01 |
NO913026L (no) | 1992-02-25 |
PT98765A (pt) | 1993-10-29 |
AU8266791A (en) | 1992-02-27 |
EP0473539A1 (de) | 1992-03-04 |
MY106059A (en) | 1995-03-31 |
DE59103334D1 (de) | 1994-12-01 |
NO913026D0 (no) | 1991-08-02 |
AU644469B2 (en) | 1993-12-09 |
US5180253A (en) | 1993-01-19 |
EP0473539B1 (de) | 1994-10-26 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FG2A | Definitive protection |
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