MY116493A - Formwork with a splay shuttering element - Google Patents

Formwork with a splay shuttering element

Info

Publication number
MY116493A
MY116493A MYPI96000531A MYPI9600531A MY116493A MY 116493 A MY116493 A MY 116493A MY PI96000531 A MYPI96000531 A MY PI96000531A MY PI9600531 A MYPI9600531 A MY PI9600531A MY 116493 A MY116493 A MY 116493A
Authority
MY
Malaysia
Prior art keywords
splay
girders
shuttering
panel
formwork
Prior art date
Application number
MYPI96000531A
Inventor
Kurt Jaruzel
Original Assignee
Maier G Paschal Werk
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
Application filed by Maier G Paschal Werk filed Critical Maier G Paschal Werk
Publication of MY116493A publication Critical patent/MY116493A/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • 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
    • E21D11/102—Removable shuttering; Bearing or supporting devices therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Catalysts (AREA)
  • Polyesters Or Polycarbonates (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

FORMWORK OR A SHUTTERING ELEMENT FOR SPLAY FORMWORK IS COMPOSED OF A PLANE OR CURVED FORM PANEL OR SHUTTERING PANEL (7) AND A SPLAY SHUTTERING ELEMENT (9) SECURED AS A RULE TO THE LOWER PANEL EDGE. THE FACING SHEET (4), WHICH MAY ALREADY BE FITTED TO THE SHUTTERING PANEL (7) OR CAN BE FITTED AFTER THE PANEL HAS BEEN CURVED, IS SUPPLEMENTED BY A FACING SHEET (4) ON THE SPLAY SHUTTING ELEMENT (9) AND IS FITTED TO IT AFTER THE ANGLE BETWEEN SHUTTERING PANEL (7) AND SPLAY SHUTTERING ELEMENT (9) HAS BEEN FIXED. THE STIFFENING GIRDERS (10) AND THE SPLAY GIRDERS (11) ARE INTERCONNECTED AT THE ANGLE OF SPLAY. IN ORDER TO BE ABLE TO CHANGE THE ANGLE AND DIMENSIONS OF THE SPLAY, THE SPLAY GIRDERS (11) ARE FASTENED TO THE STIFFENING GIRDERS (10) BY WAY OF A JOINT (12) SO AS TO BE CAPABLE OF SWIVELLING ABOUT AN AXIS (13) RUNNING APPROXIMATELY PARALLEL TO THE FACING SHEET (4) AND/OR THE SPLAY GIRDERS (11) ARE ADJUSTABLE IN LENGTH. IN ADDITION, THE CONNECTION BETWEEN THE SPLAY GIRDERS (11) AND STIFFENING GIRDERS (10) MAY ALSO BE VARIABLE BY DIFFERENT DEPTHS OF ENGAGEMENT OR LENGTHS OF INSERTION. (FIG. 1)
MYPI96000531A 1995-02-23 1996-02-13 Formwork with a splay shuttering element MY116493A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19506315A DE19506315C1 (en) 1995-02-23 1995-02-23 Formwork with a cove formwork element

Publications (1)

Publication Number Publication Date
MY116493A true MY116493A (en) 2004-02-28

Family

ID=7754844

Family Applications (1)

Application Number Title Priority Date Filing Date
MYPI96000531A MY116493A (en) 1995-02-23 1996-02-13 Formwork with a splay shuttering element

Country Status (11)

Country Link
EP (1) EP0811099B1 (en)
AT (1) ATE172268T1 (en)
AU (1) AU694617B2 (en)
BR (1) BR9607252A (en)
CZ (1) CZ292786B6 (en)
DE (2) DE19506315C1 (en)
DK (1) DK0811099T3 (en)
MY (1) MY116493A (en)
RU (1) RU2152494C1 (en)
WO (1) WO1996026337A1 (en)
ZA (1) ZA961177B (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE59908635D1 (en) * 1998-11-16 2004-04-01 Rund Stahl Bau Gmbh & Co Scaffolding for formwork for the manufacture of a haunch
CN103266759B (en) * 2013-05-14 2016-04-27 中国葛洲坝集团股份有限公司 Annular strip bracket concrete plate device and template
CN106760501B (en) * 2017-03-14 2023-11-24 中铁十七局集团第三工程有限公司 Adjustable armpit angle forming template
CN107762139B (en) * 2017-09-30 2019-10-18 中国一冶集团有限公司 Cast-in-place concrete haunch wall aluminium alloy chamfering formwork supporting adn fixing device and method
CN108952770A (en) * 2018-09-30 2018-12-07 中铁六局集团广州工程有限公司 A kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting
WO2020126906A1 (en) * 2018-12-18 2020-06-25 Inventio Ag Building site device having a climbing formwork and an elevator system
CN112709149A (en) * 2020-12-28 2021-04-27 中铁广州工程局集团有限公司 Construction method for composite beam bridge floor flange of cable-stayed bridge

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1534865A1 (en) * 1963-01-09 1971-12-30 Lorenz Kesting Device for shuttering room-sized structures
FR2102571A5 (en) * 1970-08-10 1972-04-07 Midavaine Jean Marc
DE2154690A1 (en) * 1971-11-03 1973-06-14 Kaeuferle Stahlbau J FORMWORK ARRANGEMENT FOR CONCRETE STRUCTURES
DE2341212C3 (en) * 1973-08-16 1978-07-06 Karrena Gmbh, 4000 Duesseldorf Formwork assembly held on a formwork frame
US4052031A (en) * 1975-07-29 1977-10-04 Melfi Samuel T Adjustable concrete form apparatus
DE3536816A1 (en) * 1985-10-16 1987-04-16 Josef Maier FORMWORK FOR ROUND OR MULTI-SIDED BUILDINGS
SU1664995A1 (en) * 1988-01-04 1991-07-23 Специальное Конструкторское Бюро "Строймеханизация" Form for concreting curvilinear structures
GB2265933A (en) * 1992-04-10 1993-10-13 Rapid Metal Developments Ltd Adjustable formwork system
DE4322271C2 (en) * 1993-07-05 1997-08-07 Maier G Paschal Werk Formwork panel with carrier with an approximately U-shaped cross-section
DE9309960U1 (en) * 1993-07-05 1993-08-26 Paschal-Werk G. Maier GmbH, 77790 Steinach Formwork panel with carrier with an approximately U-shaped cross-section

Also Published As

Publication number Publication date
DE19506315C1 (en) 1996-09-12
ZA961177B (en) 1996-08-22
BR9607252A (en) 1997-12-30
CZ245997A3 (en) 1998-02-18
DE59600674D1 (en) 1998-11-19
EP0811099B1 (en) 1998-10-14
HK1005519A1 (en) 1999-01-15
EP0811099A1 (en) 1997-12-10
AU4830096A (en) 1996-09-11
ATE172268T1 (en) 1998-10-15
RU2152494C1 (en) 2000-07-10
AU694617B2 (en) 1998-07-23
DK0811099T3 (en) 1999-06-28
WO1996026337A1 (en) 1996-08-29
CZ292786B6 (en) 2003-12-17

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