FI933696A - I GENOMATKAERNING STORT, LAONGSTRAECKT SKYDD OCH DESS FRAMSTAELLNINGSFOERFARANDE - Google Patents

I GENOMATKAERNING STORT, LAONGSTRAECKT SKYDD OCH DESS FRAMSTAELLNINGSFOERFARANDE Download PDF

Info

Publication number
FI933696A
FI933696A FI933696A FI933696A FI933696A FI 933696 A FI933696 A FI 933696A FI 933696 A FI933696 A FI 933696A FI 933696 A FI933696 A FI 933696A FI 933696 A FI933696 A FI 933696A
Authority
FI
Finland
Prior art keywords
slab
vault
plate
laongstraeckt
genomatkaerning
Prior art date
Application number
FI933696A
Other languages
Finnish (fi)
Other versions
FI108573B (en
FI933696A0 (en
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=FI933696(A) "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
Publication of FI933696A0 publication Critical patent/FI933696A0/en
Publication of FI933696A publication Critical patent/FI933696A/en
Application granted granted Critical
Publication of FI108573B publication Critical patent/FI108573B/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)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological 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)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Insulating Bodies (AREA)
  • Building Environments (AREA)
  • Bridges Or Land Bridges (AREA)
  • Steroid Compounds (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Yarns And Mechanical Finishing Of Yarns Or Ropes (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Cigarettes, Filters, And Manufacturing Of Filters (AREA)
  • Lining And Supports For Tunnels (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).
FI933696A 1991-12-24 1993-08-23 Cutting large, elongated protection and its manufacturing process FI108573B (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
FR9116128 1991-12-24
FR9116128A FR2685304A1 (en) 1991-12-24 1991-12-24 LARGE, LARGE SECTION ENCLOSURE AND PROCESS FOR PRODUCING THE SAME.
PCT/FR1992/001235 WO1993013344A1 (en) 1991-12-24 1992-12-23 Elongated housing of large cross-section and its fabrication method
FR9201235 1992-12-23

Publications (3)

Publication Number Publication Date
FI933696A0 FI933696A0 (en) 1993-08-23
FI933696A true FI933696A (en) 1993-08-23
FI108573B FI108573B (en) 2002-02-15

Family

ID=9420488

Family Applications (1)

Application Number Title Priority Date Filing Date
FI933696A FI108573B (en) 1991-12-24 1993-08-23 Cutting large, elongated protection and its manufacturing process

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
FR2685304B1 (en) 1995-03-10
SK90193A3 (en) 1993-12-08
AU661101B2 (en) 1995-07-13
FI108573B (en) 2002-02-15
FI933696A0 (en) 1993-08-23
JPH081274B2 (en) 1996-01-10
WO1993013344A1 (en) 1993-07-08
DE69218195T2 (en) 1997-07-10
DE69218195D1 (en) 1997-04-17
NO933001D0 (en) 1993-08-23
CA2110902A1 (en) 1993-07-08
ATE150153T1 (en) 1997-03-15
NO933001L (en) 1993-10-13
ES2099418T3 (en) 1997-05-16
OA09813A (en) 1994-04-15
CZ284169B6 (en) 1998-09-16
CZ172293A3 (en) 1994-05-18
BR9205659A (en) 1994-05-03
AU3357893A (en) 1993-07-28
GR3023612T3 (en) 1997-08-29
EP0584298A1 (en) 1994-03-02
SK279815B6 (en) 1999-04-13
NO305412B1 (en) 1999-05-25
DK0584298T3 (en) 1997-09-22
JPH06505787A (en) 1994-06-30
FR2685304A1 (en) 1993-06-25
EP0584298B1 (en) 1997-03-12

Similar Documents

Publication Publication Date Title
ITTO920934A0 (en) BUILDING BLOCK, PROCEDURE FOR ITS MANUFACTURE AND WALL STRUCTURE CREATED WITH THE USE OF SUCH BLOCKS.
IT1229808B (en) LIQUID HYDRAULIC CONCRETE MORTAR.
DE69015984D1 (en) Piezoelectric pressure transducer.
IT9067683A0 (en) METALLIC FIBER FOR THE REINFORCEMENT OF CONCRETE AND EQUIPMENT FOR ITS MANUFACTURE.
FI933696A0 (en) I GENOMATKAERNING STORT, LAONGSTRAECKT SKYDD OCH DESS FRAMSTAELLNINGSFOERFARANDE
ATE94604T1 (en) CONCRETE SPACERS.
DE69325368D1 (en) ADJUSTABLE DISPLACEMENT PUMP
FR2697052B1 (en) Concrete casing of a condenser for low pressure module with independent structure.
RU93053998A (en) EXTENDED HOLLOW HOUSING AND METHOD OF ITS MANUFACTURE
ITBO920308A0 (en) "ELECTRONIC DEVICE FOR MONITORING THE DEFORMATION OF STEEL OR REINFORCED CONCRETE STRUCTURES.
ITTO920394A0 (en) ELECTRIC PRESSURE TRANSDUCER.
FR2656891B2 (en) CONCRETE RECOVERY PROFILE.
DE59306629D1 (en) Formwork element made of foamed hard plastic for the shell concrete construction
KR910020319U (en) Double replaceable concrete wall forming plate
ITGE930077A0 (en) METHOD AND DEVICE FOR THE MANUFACTURE OF CONCRETE PLATES, OR SIMILAR, BY COMPRESSION MOLDING.
JPS54130920A (en) Piano frame
KR950004098U (en) Pressure switch installed on the pump
IT9002103A1 (en) DEVICE FOR THE OPERATION OF A PRESSURE INSERABLE LOCK, BY MEANS OF A DRUM-CYLINDER DEVICE WORKING WITH A FLAT PUNCHED KEY
ITGE910006U1 (en) APPARATUS FOR PRODUCTION AND PRESSURE TRANSPORT, OF CONCRETE, CEMENTITIOUS MORTARS OR OTHER MIXTURES.
NO923664L (en) Pressure gauge
KR940027303U (en) Gas pressure check plate for gas pressure gauge
IT8523922V0 (en) A GRIFFA DEVICE TO POSITION AND SURVEILL THE WALLS OF A FORMWORK FOR CONTAINING REINFORCED CONCRETE JETS.
ITBA910004A1 (en) IMPROVEMENTS TO A DEVICE TO OPERATE THE LOCK OF A PUMP LOCK, THROUGH A FLAT KEY.
IT213502Z2 (en) HIGH PRESSURE CEMENT INJECTION PUMP
IT8600539V0 (en) PLATES SUITABLE TO BE COUPLED BETWEEN THEM FOR THE PURPOSE OF FORMING A PERFECT JUNCTION CORNER FOR MOVABLE FRAMES OF METAL FRAMES WITH CONJUNCTION SCREW AT 90 DEGREES AND ANGLED STRIPS