EP1283928B1 - Attache murale - Google Patents

Attache murale Download PDF

Info

Publication number
EP1283928B1
EP1283928B1 EP01931461A EP01931461A EP1283928B1 EP 1283928 B1 EP1283928 B1 EP 1283928B1 EP 01931461 A EP01931461 A EP 01931461A EP 01931461 A EP01931461 A EP 01931461A EP 1283928 B1 EP1283928 B1 EP 1283928B1
Authority
EP
European Patent Office
Prior art keywords
wire
projections
wall
tie
wall tie
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.)
Expired - Lifetime
Application number
EP01931461A
Other languages
German (de)
English (en)
Other versions
EP1283928A1 (fr
Inventor
Knud Midtjydsk Murbinderfabrik A/S LAURSEN
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.)
Midtjydsk Murbinderfabrik AS
Original Assignee
Midtjydsk Murbinderfabrik AS
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 Midtjydsk Murbinderfabrik AS filed Critical Midtjydsk Murbinderfabrik AS
Publication of EP1283928A1 publication Critical patent/EP1283928A1/fr
Application granted granted Critical
Publication of EP1283928B1 publication Critical patent/EP1283928B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4178—Masonry wall ties
    • E04B1/4185—Masonry wall ties for cavity walls with both wall leaves made of masonry
    • 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
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete

Definitions

  • the invention concerns a wall tie of wire for use in the building of double walls.
  • the object of wall ties is to ensure the necessary degree of cohesion of the wall, which is a so-called double wall comprising two separate walls which are held together by means of built-in/secured wall ties.
  • the ties are built-in with the distance prescribed for the relevant brickwork, which depends on the load that the finished double wall shall be able to withstand.
  • Wall ties are to be found in many different sizes and shapes. Traditionally, wall ties are made of a smooth wire with a diameter of 3-4 mm.
  • the material can be stainless, acid-proof steel or tin-bronze.
  • the length of the tie can be between 10 and 40 cm.
  • the tie can be straight and be provided at the one end with means for fortification in the form of a thread or an expansion anchor.
  • the other end of the tie can be bent in the formation of an angle piece.
  • the fortification part is fastened by screwing or tightening in, while the second part of the tie is intended to be built into the mortar in the joint in the brickwork.
  • Ties are also be to be found which are bent over at this end in the formation of an eye, which provides a better fastening in the mortar and herewith a greater holding strength.
  • ties are each dimensioned and shaped especially for use in different wall materials and dimensions, such as light-weight concrete, cinder blocks and wooden plates which comprise the inner wall, while the other end is shaped for building into the mortar in the joint in the outer wall.
  • the tie is dimensioned on the basis that there is no binding between the smooth wire and the mortar, so that this is not included in the calculations for the holding power of the tie.
  • the angle of the projections is around 45° in relation to the longitudinal direction of the wire, in that a maximum tensile strength is achieved hereby.
  • Both of the examples shown are provided with eyes 3, 4 at both ends, where said eyes are of different configuration, but there is nothing to prevent the wall ties according to the invention from being configured and equipped differently, i.e. they can be bent in another shape or provided with threads or expansion anchors as examples.
  • the wire 2 is provided with a rough surface, which means that the whole of the built-in part of the wall tie contributes to the fastening and is herewith included in the calculation of the overall extraction strength of the wall tie.
  • Figs. 3-5 show an example of such a rough wire seen on a larger scale.
  • the surface of the wire is processed to provide three webs or rows in such a manner that a deformation from a stamping tool forms the space between projections 6, which will appear as ribs on the core of the wire 2 itself.
  • the projections 6 in each of the three rows are thus placed with the same distance between them, and also that the projections 6 in a row are displaced at a half of the projection distance in the formation of the greatest possible, uniform roughness.
  • the projections extend at an angle of about 45° in relation to the longitudinal direction of the wire in the formation of a pattern extending in an inclined manner.
  • these projections also have a draining-off effect on the water, which surrounds the wall tie during and after the building-in, in that the projections will collect possible water so that the water drips off and does not seep along the wire.
  • a wall tie of rough wire configured in this manner will provide a resulting holding power which is considerably higher than that of a corresponding tie made of smooth wire which is not held fast by the mortar.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Piles And Underground Anchors (AREA)
  • Finishing Walls (AREA)
  • Catching Or Destruction (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Supports For Plants (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Ropes Or Cables (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Media Introduction/Drainage Providing Device (AREA)

Claims (4)

  1. Attache murale en fil (2) pour utilisation dans la construction de parois doubles,
       dans laquelle au moins une extrémité du fil (2) comporte un oeil (3) à incorporer dans la couche de mortier, l'oeil (3) étant réalisé en pliant en une ou deux étapes une extrémité du fil (2) en une sorte de forme en S,
       le fil (2) ayant une rugosité (5) sur la surface, caractérisée en ce que la rugosité (5) est constituée de saillies inclinées et uniformément réparties (6) qui s'étendent en deux rangées ou plus, les saillies (6) d'une rangée s'étendant dans la direction opposée d'une autre rangée.
  2. Attache murale selon la revendication 1, caractérisée en ce que chaque rangée (6) de saillies s'étend selon un angle par rapport à la direction longitudinale du fil (2).
  3. Attache murale selon la revendication 1 ou 2, caractérisée en ce que les saillies (6) dans les rangées individuelles sont déplacées les unes par rapport aux autres dans la formation d'une répartition uniforme des saillies (6).
  4. Attache murale selon les revendications 1 à 3, caractérisée en ce que la direction inclinée des saillies (6) est environ à 45° par rapport à la direction longitudinale du fil (2).
EP01931461A 2000-05-11 2001-05-10 Attache murale Expired - Lifetime EP1283928B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DK200000168 2000-05-11
DK200000168U DK200000168Y6 (da) 2000-05-11 2000-05-11 Murbinder af tråd
PCT/DK2001/000325 WO2001086090A1 (fr) 2000-05-11 2001-05-10 Attache murale

Publications (2)

Publication Number Publication Date
EP1283928A1 EP1283928A1 (fr) 2003-02-19
EP1283928B1 true EP1283928B1 (fr) 2005-03-30

Family

ID=8159065

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01931461A Expired - Lifetime EP1283928B1 (fr) 2000-05-11 2001-05-10 Attache murale

Country Status (6)

Country Link
EP (1) EP1283928B1 (fr)
AT (1) ATE292220T1 (fr)
AU (1) AU2001258231A1 (fr)
DE (2) DE20180099U1 (fr)
DK (1) DK200000168Y6 (fr)
WO (1) WO2001086090A1 (fr)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB497210A (en) * 1938-08-04 1938-12-14 Arthur Ethell Improvements in metal bars for reinforcing concrete and like structures and the mortar joints of brick or masonry structures
DE1759485A1 (de) * 1968-05-06 1971-07-08 Schwarz & Meissner Bewehrungst Bewehrungsstab
GB2157736A (en) * 1984-04-19 1985-10-30 Eric William Smith Wall ties
US5763042A (en) * 1994-06-28 1998-06-09 Reichhold Chemicals, Inc. Reinforcing structural rebar and method of making the same

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH651616A5 (en) * 1981-06-04 1985-09-30 Moos Stahl Ag Reinforcing bar for reinforced concrete
GB8419523D0 (en) * 1984-07-31 1984-09-05 Ollis W J B Reinforcements and ties
DE8516975U1 (de) * 1985-06-11 1985-08-08 Rockenfeller KG Befestigungselemente, 5912 Hilchenbach Halte- und/oder Ankerelement aus einem Metalldrahtabschnitt
EP0232245A3 (en) * 1986-01-30 1990-01-31 Voest-Alpine Aktiengesellschaft Concrete reinforcing steel

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB497210A (en) * 1938-08-04 1938-12-14 Arthur Ethell Improvements in metal bars for reinforcing concrete and like structures and the mortar joints of brick or masonry structures
DE1759485A1 (de) * 1968-05-06 1971-07-08 Schwarz & Meissner Bewehrungst Bewehrungsstab
GB2157736A (en) * 1984-04-19 1985-10-30 Eric William Smith Wall ties
US5763042A (en) * 1994-06-28 1998-06-09 Reichhold Chemicals, Inc. Reinforcing structural rebar and method of making the same

Also Published As

Publication number Publication date
DE60109766D1 (de) 2005-05-04
DE20180099U1 (de) 2002-02-28
DK200000168Y6 (da) 2006-11-10
AU2001258231A1 (en) 2001-11-20
DK200000168U4 (da) 2001-09-14
ATE292220T1 (de) 2005-04-15
WO2001086090A1 (fr) 2001-11-15
DE60109766T2 (de) 2006-02-02
EP1283928A1 (fr) 2003-02-19

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