DK0811099T3 - Formwork with a vault formwork element - Google Patents

Formwork with a vault formwork element

Info

Publication number
DK0811099T3
DK0811099T3 DK96904047T DK96904047T DK0811099T3 DK 0811099 T3 DK0811099 T3 DK 0811099T3 DK 96904047 T DK96904047 T DK 96904047T DK 96904047 T DK96904047 T DK 96904047T DK 0811099 T3 DK0811099 T3 DK 0811099T3
Authority
DK
Denmark
Prior art keywords
haunch
formwork
supports
stiffening
skin
Prior art date
Application number
DK96904047T
Other languages
Danish (da)
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
Application granted granted Critical
Publication of DK0811099T3 publication Critical patent/DK0811099T3/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

The invention concerns formwork or a formwork element for a haunch formwork system which is composed of a flat or smooth formwork panel (7) and a haunch formwork element (9) which can generally be secured to the lower edge of the former. The skin (4), which is either already attached to the formwork panel (7) or can be attached to it once it has been curved, is complemented by a skin (4) on tthe haunch forwork element (9) and is fitted to it once the angle between the formwork panel (7) and haunch formwork element (9) has been set. The stiffening supports (10) and haunch supports (11) are joined together at the haunch angle. In order to allow the haunch angle and dimensions to be altered, the haunch supports (11) and stiffening supports (10) are secured to the stiffening supports (10) via an articulation (12) about an axis (13) which is approximately parallel to the skin (4) so as to be capable of articulation, and/or the length of the haunch supports (11) is adjustable. In addition, the connection between the haunch supports (11) and the stiffening supports (10) can be adjusted by providing different engagement depths or insert lengths.
DK96904047T 1995-02-23 1996-02-09 Formwork with a vault formwork element DK0811099T3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19506315A DE19506315C1 (en) 1995-02-23 1995-02-23 Formwork with a cove formwork element
PCT/EP1996/000557 WO1996026337A1 (en) 1995-02-23 1996-02-09 Formwork with a haunch formwork element

Publications (1)

Publication Number Publication Date
DK0811099T3 true DK0811099T3 (en) 1999-06-28

Family

ID=7754844

Family Applications (1)

Application Number Title Priority Date Filing Date
DK96904047T DK0811099T3 (en) 1995-02-23 1996-02-09 Formwork with a vault formwork element

Country Status (12)

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)
HK (1) HK1005519A1 (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
ATE260393T1 (en) * 1998-11-16 2004-03-15 Rund Stahl Bau Gmbh & Co SCAFFOLDING FOR FORMWORK FOR PRODUCING A HAVEN
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
AU2019409113B2 (en) * 2018-12-18 2023-05-18 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 (7)

* 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
DE3536816A1 (en) * 1985-10-16 1987-04-16 Josef Maier FORMWORK FOR ROUND OR MULTI-SIDED BUILDINGS
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 Maier G Paschal Werk Formwork panel with carrier with an approximately U-shaped cross-section

Also Published As

Publication number Publication date
ZA961177B (en) 1996-08-22
AU4830096A (en) 1996-09-11
WO1996026337A1 (en) 1996-08-29
RU2152494C1 (en) 2000-07-10
DE59600674D1 (en) 1998-11-19
CZ245997A3 (en) 1998-02-18
EP0811099B1 (en) 1998-10-14
HK1005519A1 (en) 1999-01-15
MY116493A (en) 2004-02-28
AU694617B2 (en) 1998-07-23
BR9607252A (en) 1997-12-30
DE19506315C1 (en) 1996-09-12
CZ292786B6 (en) 2003-12-17
EP0811099A1 (en) 1997-12-10
ATE172268T1 (en) 1998-10-15

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