ES2099418T3 - Recinto alargado de gran seccion y su procedimiento de realizacion. - Google Patents

Recinto alargado de gran seccion y su procedimiento de realizacion.

Info

Publication number
ES2099418T3
ES2099418T3 ES93902376T ES93902376T ES2099418T3 ES 2099418 T3 ES2099418 T3 ES 2099418T3 ES 93902376 T ES93902376 T ES 93902376T ES 93902376 T ES93902376 T ES 93902376T ES 2099418 T3 ES2099418 T3 ES 2099418T3
Authority
ES
Spain
Prior art keywords
slab
vault
plate
internal pressure
connection part
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
Application number
ES93902376T
Other languages
English (en)
Inventor
Marcel Matiere
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.)
Individual
Original Assignee
Individual
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=9420488&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=ES2099418(T3) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of ES2099418T3 publication Critical patent/ES2099418T3/es
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
    • 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
    • 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
    • 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
    • Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
    • Y02P70/50—Manufacturing or production processes characterised by the final manufactured product

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Magnetic Resonance Imaging Apparatus (AREA)
  • Glass Compositions (AREA)
  • Bridges Or Land Bridges (AREA)
  • Building Environments (AREA)
  • Insulating Bodies (AREA)
  • Steroid Compounds (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Cigarettes, Filters, And Manufacturing Of Filters (AREA)
  • Yarns And Mechanical Finishing Of Yarns Or Ropes (AREA)

Abstract

LA INVENCION TIENE POR OBJETO UN RECINTO ALARGADO (1) DESTINADO A SOPORTAR UNA PRESION INTERNA QUE PUEDE SUPERAR 10 BARES Y QUE FORMAN UN ESPACIO TUBULAR CERRADO ESTANCO (A) DE SECCION TRANSVERSAL TRUNCADA, COMPRENDIENDO UNA PARTE INFERIOR FORMADA POR UNA LOSA RIGIDA (2) DE HORMIGON QUE REPOSA EN EL SUELO, Y UNA PARTE SUPERIOR (3) CONSTITUIDA POR UNA PARED METALICA DELGADA EN FORMA DE BOVEDA ENCORVADA QUE SE EXTIENDE ENTRE DOS EXTREMOS LATERALES (31, 31'') PARALELOS AL EJE LONGITUDINAL Y UNIDOS A LA LOSA (2), CADA UNO POR UNA PIEZA LONGITUDINAL DE UNION QUE SE EMPALMA TANGENCIALMENTE AL EXTREMO LATERAL (31, 31'') DE LA BOVEDA (3). SEGUN LA INVENCION, LA CARA SUPERIOR (22) DE LA LOSA (2) TIENE UNA ANCHURA SENSIBLEMENTE IGUAL A LA SEPARACION ENTRE LOS DOS EXTREMOS LATERALES (31, 31'') DE LA BOVEDA ENCORVADA (3) Y CADA PIEZA DE UNION ESTA CONSTITUIDA POR UNA PLACA PLANA (4, 4'') QUE SE EXTIENDE EN EL PROLONGAMIENTO DE LA BOVEDA (3) Y APLICADA DEL EXTERIOR CONTRA LA CARA LATERAL CORRESPONDIENTE (23, 23'') DE LA LOSA (2), CADA PLACA (4, 4'') ESTA ASOCIADA A UNOS MEDIOS DE MANTENIMIENTO (5, 42) SUSCEPTIBLES DE OPONERSE AL RIPADO DE DICHA PLACA (4, 4'') A LO LARGO DE LA CARA LATERAL (23, 23'') CORRESPONDIENTE DE LA LOSA (2) BAJO EL EFECTO DE LOS ESFUERZOS (15) DEBIDOS A LA PRESION INTERNA Y AL DESPRENDIMIENTO DE DICHAS PLACAS (4, 4'') BAJO EL EFECTO DE SOLICITACIONES EXTERNAS (13).
ES93902376T 1991-12-24 1992-12-23 Recinto alargado de gran seccion y su procedimiento de realizacion. Expired - Lifetime ES2099418T3 (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR9116128A FR2685304A1 (fr) 1991-12-24 1991-12-24 Enceinte allongee de grande section et son procede de realisation.

Publications (1)

Publication Number Publication Date
ES2099418T3 true ES2099418T3 (es) 1997-05-16

Family

ID=9420488

Family Applications (1)

Application Number Title Priority Date Filing Date
ES93902376T Expired - Lifetime ES2099418T3 (es) 1991-12-24 1992-12-23 Recinto alargado de gran seccion y su procedimiento de realizacion.

Country Status (17)

Country Link
EP (1) EP0584298B1 (es)
JP (1) JPH081274B2 (es)
AT (1) ATE150153T1 (es)
AU (1) AU661101B2 (es)
BR (1) BR9205659A (es)
CA (1) CA2110902A1 (es)
CZ (1) CZ284169B6 (es)
DE (1) DE69218195T2 (es)
DK (1) DK0584298T3 (es)
ES (1) ES2099418T3 (es)
FI (1) FI108573B (es)
FR (1) FR2685304A1 (es)
GR (1) GR3023612T3 (es)
NO (1) NO305412B1 (es)
OA (1) OA09813A (es)
SK (1) SK279815B6 (es)
WO (1) WO1993013344A1 (es)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2721988B1 (fr) * 1994-06-29 1996-09-13 Matiere Soc Civ De Brevets Conduite de circulation de fluide
CN104074177B (zh) * 2013-03-26 2016-08-17 中国水电顾问集团贵阳勘测设计研究院 将厂房边墙与消力池导墙合二为一的方法及结构
JP6564623B2 (ja) * 2015-06-08 2019-08-21 大成建設株式会社 鉄筋コンクリート構造物の補強方法および補強構造

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1642559A (en) * 1923-02-26 1927-09-13 Purdue University Sectional tunnel
DE6906970U (de) * 1969-02-22 1969-12-11 Guenther Luethje Haubenkanal
JPS6335908A (ja) * 1986-07-30 1988-02-16 Nippon Concrete Ind Co Ltd プレキヤスト製圧力水路トンネル
FR2616175A1 (fr) * 1987-06-04 1988-12-09 Chatenoud Gilles Dispositif d'etanchement et de revetement d'un tunnel
FR2642110B1 (fr) * 1989-01-20 1991-05-03 Matiere Marcel Procede de realisation d'un conduit enterre
FR2645614B1 (fr) * 1989-04-10 1991-11-08 Matiere Marcel Enceinte allongee sous pression et son procede de realisation
US5180254A (en) * 1989-04-10 1993-01-19 Marcel Matiere Fluid-conveying conduit

Also Published As

Publication number Publication date
JPH081274B2 (ja) 1996-01-10
FR2685304A1 (fr) 1993-06-25
WO1993013344A1 (fr) 1993-07-08
SK279815B6 (sk) 1999-04-13
DK0584298T3 (da) 1997-09-22
ATE150153T1 (de) 1997-03-15
CA2110902A1 (fr) 1993-07-08
SK90193A3 (en) 1993-12-08
JPH06505787A (ja) 1994-06-30
EP0584298A1 (fr) 1994-03-02
AU3357893A (en) 1993-07-28
CZ172293A3 (en) 1994-05-18
NO305412B1 (no) 1999-05-25
BR9205659A (pt) 1994-05-03
OA09813A (fr) 1994-04-15
FR2685304B1 (es) 1995-03-10
FI108573B (fi) 2002-02-15
FI933696A0 (fi) 1993-08-23
CZ284169B6 (cs) 1998-09-16
NO933001D0 (no) 1993-08-23
FI933696A (fi) 1993-08-23
EP0584298B1 (fr) 1997-03-12
DE69218195D1 (de) 1997-04-17
DE69218195T2 (de) 1997-07-10
GR3023612T3 (en) 1997-08-29
AU661101B2 (en) 1995-07-13
NO933001L (no) 1993-10-13

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