ATE219196T1 - AEROSTED CONCRETE COMPONENT WITH A REINFORCEMENT ARRANGEMENT - Google Patents

AEROSTED CONCRETE COMPONENT WITH A REINFORCEMENT ARRANGEMENT

Info

Publication number
ATE219196T1
ATE219196T1 AT97104719T AT97104719T ATE219196T1 AT E219196 T1 ATE219196 T1 AT E219196T1 AT 97104719 T AT97104719 T AT 97104719T AT 97104719 T AT97104719 T AT 97104719T AT E219196 T1 ATE219196 T1 AT E219196T1
Authority
AT
Austria
Prior art keywords
bars
aerosted
concrete component
joined
reinforcement arrangement
Prior art date
Application number
AT97104719T
Other languages
German (de)
Inventor
Winkler Horst
Original Assignee
Europor Massivhaus Gmbh
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 Europor Massivhaus Gmbh filed Critical Europor Massivhaus Gmbh
Application granted granted Critical
Publication of ATE219196T1 publication Critical patent/ATE219196T1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
    • E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Adornments (AREA)
  • Golf Clubs (AREA)

Abstract

The top and bottom bars (3,6) run for the full length of the component. They are joined to each other by connecting bars (8) which run in a zigzag pattern, so as to form a lattice-work structure. The connecting bars are positively joined to the lengthwise ones at their ends. Several such structures can be parallel to each other and joined together via transverse bars. The structures can form groups passing through each other at right angles. The top and bottom bars in a structure, together with the connecting bars between them, can be in a common vertical plane.
AT97104719T 1996-03-21 1997-03-19 AEROSTED CONCRETE COMPONENT WITH A REINFORCEMENT ARRANGEMENT ATE219196T1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19611200A DE19611200A1 (en) 1996-03-21 1996-03-21 Reinforcement arrangement for aerated concrete components

Publications (1)

Publication Number Publication Date
ATE219196T1 true ATE219196T1 (en) 2002-06-15

Family

ID=7789008

Family Applications (1)

Application Number Title Priority Date Filing Date
AT97104719T ATE219196T1 (en) 1996-03-21 1997-03-19 AEROSTED CONCRETE COMPONENT WITH A REINFORCEMENT ARRANGEMENT

Country Status (4)

Country Link
EP (1) EP0796961B1 (en)
AT (1) ATE219196T1 (en)
DE (2) DE19611200A1 (en)
DK (1) DK0796961T3 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO339881B1 (en) * 2015-05-27 2017-02-13 Polybo As Cover element and method of making the same
NO342534B1 (en) * 2016-06-14 2018-06-11 Polybo As A connecting means of a building structure and a method of using same
WO2020049410A1 (en) * 2018-09-06 2020-03-12 Quintero Y Ortega Jose Felipe Reinforced structural mesh for floors and pavements with zig-zag rods

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DD58586A (en) *
DE7313874U (en) * 1973-07-26 Hellmich F Composite lattice girder for stiffening reinforcement mesh
US1911018A (en) * 1931-11-11 1933-05-23 William L Goeltz Structural unit
FR1221815A (en) * 1959-01-14 1960-06-03 multipurpose prefabricated building element
DE1854574U (en) * 1962-04-14 1962-07-05 Hans Schreiner REINFORCEMENT STRUCTURE FOR REINFORCED CONCRETE BEAM OR REINFORCED CONCRETE RIBBED SLABS.
DE1609814A1 (en) * 1965-04-08 1970-05-21 Badische Stahlwerke Reinforcement element for reinforced concrete components
BE757936A (en) * 1969-10-23 1971-04-01 Bayer Ag PROCESS FOR PREPARING ANIONIC MODIFIED POLYMERS IN EMULSION
US4104842A (en) * 1977-02-25 1978-08-08 Rockstead Raymond H Building form and reinforcing matrix
AT361681B (en) * 1979-04-09 1981-03-25 Katzenberger Helmut GRID RACK FOR STEEL CONCRETE CEILINGS OD. DGL.
IT1145767B (en) * 1981-05-18 1986-11-12 Franco Penati ELECTROWELDED TRACKS WITH CONTINUOUS SIDE BRACKETS IN ROUND IRON FOR C.A. TRAPEZOIDAL OR TRIANGULAR SECTION FOR CONCRETE STRUCTURES
GB2196660B (en) * 1986-10-29 1991-06-26 Shimizu Construction Co Ltd Wire mesh truss used as building wall element
IT1262259B (en) * 1993-12-23 1996-06-19 Claudio Bernardinis SPECIAL METAL STRUCTURE WELDED

Also Published As

Publication number Publication date
EP0796961A1 (en) 1997-09-24
DE59707459D1 (en) 2002-07-18
EP0796961B1 (en) 2002-06-12
DE19611200A1 (en) 1997-10-30
DK0796961T3 (en) 2002-10-07

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