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ATE338175T1 - REINFORCEMENT WITH HIGH-STRENGTH COMPOSITE - Google Patents

REINFORCEMENT WITH HIGH-STRENGTH COMPOSITE

Info

Publication number
ATE338175T1
ATE338175T1 AT99106414T AT99106414T ATE338175T1 AT E338175 T1 ATE338175 T1 AT E338175T1 AT 99106414 T AT99106414 T AT 99106414T AT 99106414 T AT99106414 T AT 99106414T AT E338175 T1 ATE338175 T1 AT E338175T1
Authority
AT
Austria
Prior art keywords
portions
reinforcement
strength composite
ratio
core
Prior art date
Application number
AT99106414T
Other languages
German (de)
Inventor
Richard Prof Dr-Ing Rojek
Original Assignee
Richard Prof Dr-Ing Rojek
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
Priority claimed from DE29806262U external-priority patent/DE29806262U1/en
Priority claimed from DE29806261U external-priority patent/DE29806261U1/en
Priority claimed from DE29806259U external-priority patent/DE29806259U1/en
Application filed by Richard Prof Dr-Ing Rojek filed Critical Richard Prof Dr-Ing Rojek
Application granted granted Critical
Publication of ATE338175T1 publication Critical patent/ATE338175T1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F19/00Other details of constructional parts for finishing work on buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003Balconies; Decks
    • E04B1/0038Anchoring devices specially adapted therefor with means for preventing cold bridging
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0645Shear reinforcements, e.g. shearheads for floor slabs

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Reinforced Plastic Materials (AREA)
  • Moulding By Coating Moulds (AREA)

Abstract

The anchoring portions (2) at intervals at its ends have protruding radial portions, the ratio between their external diameter and the core diameter being greater than is the case with a screw thread. Typically this ratio can be between 1.3:1 and 2:1, and the size of the faces can decrease in inverse proportion to the number of the anchoring portions. The sum of the surface areas of (11) the portions can be at least five times the cross-sectional area of the core.
AT99106414T 1998-04-04 1999-03-27 REINFORCEMENT WITH HIGH-STRENGTH COMPOSITE ATE338175T1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE29806262U DE29806262U1 (en) 1998-04-04 1998-04-04 Anchor with highly concentrated application of force
DE29806261U DE29806261U1 (en) 1998-04-04 1998-04-04 Punching anchor
DE29806259U DE29806259U1 (en) 1998-04-04 1998-04-04 Support device for joints

Publications (1)

Publication Number Publication Date
ATE338175T1 true ATE338175T1 (en) 2006-09-15

Family

ID=27220095

Family Applications (1)

Application Number Title Priority Date Filing Date
AT99106414T ATE338175T1 (en) 1998-04-04 1999-03-27 REINFORCEMENT WITH HIGH-STRENGTH COMPOSITE

Country Status (3)

Country Link
EP (1) EP0947640B1 (en)
AT (1) ATE338175T1 (en)
DE (1) DE59913802D1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE502006008022D1 (en) 2006-08-08 2010-11-18 Halfen Gmbh Thermally insulating component
EP3167127A1 (en) * 2014-07-07 2017-05-17 Composite Technologies Corporation Compression transfer member
DE102016013154A1 (en) 2016-10-26 2018-04-26 Regina Hertkorn connection system
DE102016124736A1 (en) 2016-12-19 2018-06-21 Schöck Bauteile GmbH Component for thermal insulation
CH717894A2 (en) * 2020-09-22 2022-03-31 Peikko Group Oy Wall component, in particular facade wall component.

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2137718A (en) * 1935-05-17 1938-11-22 Laclede Steel Company Method of making embedded bars
DE907587C (en) * 1939-04-20 1954-03-25 Wilhelm Ludowici Dr Ing In particular, a component made of concrete or the like with reinforcement which is subject to bending stress
CH364886A (en) * 1958-08-13 1962-10-15 Dyckerhoff & Widmann Ag Reinforcing bar for prestressed concrete
DE3816930A1 (en) * 1988-05-11 1989-11-23 Heribert Hiendl REVERSIBLE CONCRETE STEEL
CH683545A5 (en) 1991-01-18 1994-03-31 Thomas Moesch Shear reinforcement for flat slabs.
US5449563A (en) * 1994-05-20 1995-09-12 Cominco Ltd. Galvanic protection of rebar by zinc wire
CA2165848C (en) 1995-12-21 1999-03-30 Amin Ghali Stud-trough reinforcing system for structural concrete
DE19740032C2 (en) * 1997-09-11 2000-04-27 Dyckerhoff & Widmann Ag Device for anchoring a rebar and method for anchoring a sealing base

Also Published As

Publication number Publication date
EP0947640B1 (en) 2006-08-30
EP0947640A2 (en) 1999-10-06
DE59913802D1 (en) 2006-10-12
EP0947640A3 (en) 2001-04-04

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Legal Events

Date Code Title Description
REN Ceased due to non-payment of the annual fee