[go: up one dir, main page]

AU2731795A - Concrete shuttering panel - Google Patents

Concrete shuttering panel

Info

Publication number
AU2731795A
AU2731795A AU27317/95A AU2731795A AU2731795A AU 2731795 A AU2731795 A AU 2731795A AU 27317/95 A AU27317/95 A AU 27317/95A AU 2731795 A AU2731795 A AU 2731795A AU 2731795 A AU2731795 A AU 2731795A
Authority
AU
Australia
Prior art keywords
shuttering panel
concrete
strength
proposed
fibres
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.)
Abandoned
Application number
AU27317/95A
Inventor
Jochen Heilemann
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
Application filed by Individual filed Critical Individual
Publication of AU2731795A publication Critical patent/AU2731795A/en
Abandoned legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/164—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, only the horizontal slabs being partially cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2002/749—Partitions with screw-type jacks

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Laminated Bodies (AREA)
  • Panels For Use In Building Construction (AREA)
  • Graft Or Block Polymers (AREA)
  • Saccharide Compounds (AREA)
  • Holo Graphy (AREA)

Abstract

To give a lightweight lost concrete shuttering panel (1) adequate strength it is proposed to lay threads (5, 6), especially glass fibres, in criss-cross array in the region of the shuttering panel subject to tensile stress in use. In order to increase the strength of the shuttering panel further, fibres may be also be laid in the regions subject to compressive stress. It is proposed that glass fibres be used as they have the advantage of higher tensile strength for a given weight and are resistant to corrosion in the concrete. The side (9) of the shuttering panel facing the in-situ concrete (18) is to form an intimate bond therewith and is chamfered at its edges (13).
AU27317/95A 1994-06-22 1995-06-20 Concrete shuttering panel Abandoned AU2731795A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4421839 1994-06-22
DE4421839A DE4421839C1 (en) 1994-06-22 1994-06-22 Formwork panel made of concrete
PCT/DE1995/000820 WO1995035422A1 (en) 1994-06-22 1995-06-20 Concrete shuttering panel

Publications (1)

Publication Number Publication Date
AU2731795A true AU2731795A (en) 1996-01-15

Family

ID=6521226

Family Applications (1)

Application Number Title Priority Date Filing Date
AU27317/95A Abandoned AU2731795A (en) 1994-06-22 1995-06-20 Concrete shuttering panel

Country Status (6)

Country Link
EP (1) EP0832335B1 (en)
JP (1) JPH10504359A (en)
AT (1) ATE184351T1 (en)
AU (1) AU2731795A (en)
DE (2) DE4421839C1 (en)
WO (1) WO1995035422A1 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29605663U1 (en) * 1996-03-27 1997-07-24 Döllen, Heinz von, 58239 Schwerte Lost formwork consisting of rectangular fiber-reinforced concrete slabs
AT408004B (en) * 1998-02-19 2001-08-27 Ritzinger Otto Prefabricated-concrete-wall shuttering-element system
CN101210445A (en) * 1999-11-29 2008-07-02 邱则有 Cast-in-situ reinforcing steel bar concrete hollow slab filled with thin wall box
DE10004917A1 (en) * 2000-02-04 2001-08-09 Dorn Joerg Flat board for lost casing used for concrete walls comprises light cement mixture
DE102010011430A1 (en) * 2010-03-15 2011-09-15 Kurt Koch Method for construction of zero energy house in shell construction by foaming walls, ceilings and roofing, involves placing outer and inner wall claddings in frame closed from bottom and top as shell wall elements on plane foundation
US20140205800A1 (en) * 2013-01-23 2014-07-24 Milliken & Company Externally bonded fiber reinforced polymer strengthening system
DE102014000316B4 (en) * 2014-01-13 2016-04-07 Goldbeck Gmbh Composite component of precast concrete precast elements supported on steel girders
DE102017206318A1 (en) * 2017-04-12 2018-10-18 Mako Gmbh & Co. Kg Schalungstechnik An element
CN111851829A (en) * 2020-08-17 2020-10-30 天津竟盛新型建材有限公司 Prefabricated anti-cracking formwork, floor slab and cast-in-place formwork-free slab

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DD41435A (en) *
DE1705248U (en) * 1954-06-18 1955-08-18 Karl Knollema CONCRETE FORMWORK CAN BE USED AS A BUILDING ELEMENT.
DE6928558U (en) * 1969-07-18 1969-11-20 Georg Hubmann PREFABRICATED REINFORCED CONCRETE SHELL FOR THE PRODUCTION OF CASED CONCRETE ON CONCRETE BODIES
DE2521577A1 (en) * 1975-05-15 1976-11-18 Klaus Dieter Ing Grad Ronig Reinforced concrete ceiling formwork sheathing panel - has space retaining knobs and racking wire, remaining in finished ceiling
DE7714361U1 (en) * 1977-05-06 1977-08-25 Babcock-Bsh Ag Vormals Buettner- Schilde-Haas Ag, 4150 Krefeld SLAB, PREFERABLY MADE OF PLASTER, FOR THE PRODUCTION OF LOST FORMWORK
IT1085186B (en) * 1977-09-13 1985-05-28 Ar Co Edil Di Maroni Francesco PREFABRICATED LOSS THERMAL AND SOUND INSULATING FORMWORK
EP0110874B1 (en) * 1982-05-24 1986-09-03 SZOMBATHELYI, Imre Improved method for erecting reinforced concrete building structures
US4910076A (en) * 1986-03-11 1990-03-20 Mitsubishi Kasei Corporation Fiber reinforced cement mortar product

Also Published As

Publication number Publication date
EP0832335B1 (en) 1999-09-08
DE59506813D1 (en) 1999-10-14
DE4421839C1 (en) 1996-01-18
JPH10504359A (en) 1998-04-28
WO1995035422A1 (en) 1995-12-28
EP0832335A1 (en) 1998-04-01
ATE184351T1 (en) 1999-09-15

Similar Documents

Publication Publication Date Title
AU3846793A (en) Steel fibre reinforced concrete with high flexural strength
IT9067683A0 (en) METALLIC FIBER FOR THE REINFORCEMENT OF CONCRETE AND EQUIPMENT FOR ITS MANUFACTURE.
ID27963A (en) FIBER MATERIALS THAT BIND
ATE88780T1 (en) COMPOSITE SUSPENSION.
AU2731795A (en) Concrete shuttering panel
CA2035895A1 (en) Lifting cramp, mainly for raising concrete slabs
NZ511272A (en) Fiber reinforced cementitious materials with improved toughness and ductility with the fibres of one component having a Youngs Moudulus of at least 30 gigapascals
MY112057A (en) Precast floor slab composed of a steel plate and concrete and joint structure thereof
AU1868399A (en) Method and device for determining the tensile or compressive stress in a ferro-magnetic member such as a prestressing, tension or compression organ used in civil engineering
EP0254872A3 (en) Lining element
ATE323197T1 (en) CLADDING PLATE CONNECTION ELEMENT
CN208267090U (en) A kind of light cement prefab conducive to installation and transportation
AU4272396A (en) Connecting element for wood-concrete composite structure
IT8620004A0 (en) JOINTING DEVICE WITH HIGH TENSILE STRENGTH FOR THE CONNECTION OF STRUCTURAL ELEMENTS IN NORMAL OR PRE-PRESSURE REINFORCED CEMENT CONCRETE FOR CIVIL CONSTRUCTION.
AU6615996A (en) Structural member for bridges and floors
IT8222213A0 (en) PROCEDURE FOR OBTAINING A CEMENT REINFORCED WITH STEEL FIBERS AND CEMENT OBTAINED IN THIS WAY.
ITMI910878A1 (en) PROCEDURE FOR THE MANUFACTURE OF PANELS INSULATED IN CONCRETE REINFORCED WITH FIBERS AND PRODUCED WITH IT OBTAINED
RU97115886A (en) PROTECTION OF PROTECTED ROOM FOR STORING VALUES
JPS6414445A (en) Building having prestressed concrete structure
TH15321A (en) Building materials mixed with metal.
Issers Concretes Prepared From Binders With Low Water Consumption for the Prestressing Constructions
JPS6421104A (en) Method of executing central reserve to road, etc.
KOBAYASHI et al. Mix Design of Steel Fiber Reinforced Concrete of Desired Consistency
TW281709B (en) Wood plank structure and construction method for united building
IT211383Z2 (en) BLOCK FOR FOUNDATIONS OF RAILWAY POLES IN CONCRETE REINFORCED WITH THE ADDITION OF FIBERS.