DK0584298T3 - Elongated enclosure with large cross section and method for its manufacture. - Google Patents

Elongated enclosure with large cross section and method for its manufacture.

Info

Publication number
DK0584298T3
DK0584298T3 DK93902376.8T DK93902376T DK0584298T3 DK 0584298 T3 DK0584298 T3 DK 0584298T3 DK 93902376 T DK93902376 T DK 93902376T DK 0584298 T3 DK0584298 T3 DK 0584298T3
Authority
DK
Denmark
Prior art keywords
slab
vault
plate
section
internal pressure
Prior art date
Application number
DK93902376.8T
Other languages
Danish (da)
Inventor
Marcel Matiere
Original Assignee
Marcel Matiere
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=DK0584298(T3) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Marcel Matiere filed Critical Marcel Matiere
Application granted granted Critical
Publication of DK0584298T3 publication Critical patent/DK0584298T3/en

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

Abstract

The invention relates to an elongated housing (1) intended to withstand an internal pressure which may exceed 10 bars and forming a tubular sealed space (A) having a truncated cross-section, comprising a lower portion formed of a rigid concrete slab (2) resting on the ground and an upper portion (3) consisting of a thin metal wall shaped like a curved vault extending between two side extremities (31, 31') parallel to the longitudinal axis and each connected to the slab (2) by means of a longitudinal connection part connected tangentially to the side extremity (31, 31') of the vault (3). According to the invention, the upper face (22) of the slab (2) has a width substantially equal to the spacing between the two side extremities (31, 31') of the curved vault (3) and each connection part is comprised of a flat plate (4, 4') which extends in the prolongation of the vault (3) and is applied from the outside against the corresponding side face (23, 23') of the slab (2), each plate (4,4') being associated with support means (5, 42) capable of opposing the slipping of said plate (4, 4') along the corresponding side face (23, 23') of the slab (2) caused by forces (15) due to internal pressure and to the separation of said plates (4, 4') as a result of external forces (13).
DK93902376.8T 1991-12-24 1992-12-23 Elongated enclosure with large cross section and method for its manufacture. DK0584298T3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR9116128A FR2685304A1 (en) 1991-12-24 1991-12-24 LARGE, LARGE SECTION ENCLOSURE AND PROCESS FOR PRODUCING THE SAME.

Publications (1)

Publication Number Publication Date
DK0584298T3 true DK0584298T3 (en) 1997-09-22

Family

ID=9420488

Family Applications (1)

Application Number Title Priority Date Filing Date
DK93902376.8T DK0584298T3 (en) 1991-12-24 1992-12-23 Elongated enclosure with large cross section and method for its manufacture.

Country Status (17)

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

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2721988B1 (en) * 1994-06-29 1996-09-13 Matiere Soc Civ De Brevets FLUID CIRCULATION DUCT
CN104074177B (en) * 2013-03-26 2016-08-17 中国水电顾问集团贵阳勘测设计研究院 Factory Building abutment wall and stiling basin are led method and the structure that wall unites two into one
JP6564623B2 (en) * 2015-06-08 2019-08-21 大成建設株式会社 Reinforcing method and structure of reinforced concrete structure

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 (en) * 1969-02-22 1969-12-11 Guenther Luethje HOOD CHANNEL
JPS6335908A (en) * 1986-07-30 1988-02-16 Nippon Concrete Ind Co Ltd Precast pressure-resistant waterway tunnel
FR2616175A1 (en) * 1987-06-04 1988-12-09 Chatenoud Gilles DEVICE FOR SEALING AND COATING A TUNNEL
FR2642110B1 (en) * 1989-01-20 1991-05-03 Matiere Marcel PROCESS FOR PRODUCING A BURIED CONDUIT
US5180254A (en) * 1989-04-10 1993-01-19 Marcel Matiere Fluid-conveying conduit
FR2645614B1 (en) * 1989-04-10 1991-11-08 Matiere Marcel EXTENDED PRESSURE SPEAKER AND METHOD FOR PRODUCING THE SAME

Also Published As

Publication number Publication date
CA2110902A1 (en) 1993-07-08
FI933696A0 (en) 1993-08-23
WO1993013344A1 (en) 1993-07-08
FI108573B (en) 2002-02-15
DE69218195D1 (en) 1997-04-17
JPH06505787A (en) 1994-06-30
FI933696A (en) 1993-08-23
CZ172293A3 (en) 1994-05-18
DE69218195T2 (en) 1997-07-10
NO305412B1 (en) 1999-05-25
OA09813A (en) 1994-04-15
GR3023612T3 (en) 1997-08-29
ATE150153T1 (en) 1997-03-15
SK279815B6 (en) 1999-04-13
FR2685304B1 (en) 1995-03-10
SK90193A3 (en) 1993-12-08
EP0584298B1 (en) 1997-03-12
NO933001L (en) 1993-10-13
EP0584298A1 (en) 1994-03-02
ES2099418T3 (en) 1997-05-16
JPH081274B2 (en) 1996-01-10
FR2685304A1 (en) 1993-06-25
CZ284169B6 (en) 1998-09-16
NO933001D0 (en) 1993-08-23
AU661101B2 (en) 1995-07-13
AU3357893A (en) 1993-07-28
BR9205659A (en) 1994-05-03

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