DE3528842A1 - Reinforcement - Google Patents

Reinforcement

Info

Publication number
DE3528842A1
DE3528842A1 DE19853528842 DE3528842A DE3528842A1 DE 3528842 A1 DE3528842 A1 DE 3528842A1 DE 19853528842 DE19853528842 DE 19853528842 DE 3528842 A DE3528842 A DE 3528842A DE 3528842 A1 DE3528842 A1 DE 3528842A1
Authority
DE
Germany
Prior art keywords
reinforcement
rods
hand
arrangement
tensioned
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.)
Withdrawn
Application number
DE19853528842
Other languages
German (de)
Inventor
Maurice Port-sur-Saone Lallemand
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.)
SELAM SA
Original Assignee
SELAM SA
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 SELAM SA filed Critical SELAM SA
Publication of DE3528842A1 publication Critical patent/DE3528842A1/en
Withdrawn legal-status Critical Current

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
    • 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
    • E04C2/044—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 of concrete
    • 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
    • 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
    • E04C2/044—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 of concrete
    • E04C2002/045—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 of concrete with two parallel leaves connected by tie anchors

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

A reinforcement for prefabricated components, in particular a wall, which is composed of two concrete walls which are separated from one another by a space filled with an insulating material, has on the one hand an arrangement of horizontal tensioned or pretensioned bars (1) which extend over the entire length of the component, and on the other hand an arrangement of vertical bars (2) which are joined to one another by transverse wires (3), the ends (4) of which are bent over in order to receive the tensioned bars (1). <IMAGE>

Description

Armierungreinforcement

Die Erfindung betrifft einen neuen Typ einer metallischen Armierung, die in Wänden, Trennwänden, Mauern oder anderen Elementen, ggf. in Kombination mit einer Bewehrungsmatte zur Verstärkung der für die Herstellung der Elemente verwendeten Materialien, insbesondere verschiedene Betonarten, einsetzbar ist.The invention relates to a new type of metallic reinforcement that is used in walls, partitions, walls or other elements, possibly in combination with a reinforcement mat to reinforce the production the materials used in the elements, in particular different types of concrete, can be used.

Diese Armierung besteht einerseits aus einer Anordnung horizontaler Stangen, die sich über die gesamte Länge jeder Seite des Elementes erstrecken und andererseits aus einer Anordnung von vertikalen Stangen, die durch Querträger miteinander vereinigt sind, deren Enden umgebogen sind, wobei wenigstens die umgebogenen Enden aus Edelstahl bestehen und dazu dienen, die gespannten Stangen und ggf. ein Verstärkungsgitter der Wandungen einer dicken Mauer aufzunehmen. Die Kombination der beiden Anordnungen bildet einen Käfig mit einer einfachen und stabilen Konstruktion, der je nach Wunsch in verschiedenen Längen und Dicken herstellbar ist.This reinforcement consists on the one hand of an arrangement of horizontal bars that extend over the entire length each side of the element and on the other hand an array of vertical rods extending through Cross members are combined with one another, the ends of which are bent, at least the bent ends consist of stainless steel and serve to support the tensioned rods and possibly a reinforcement grid of the walls a thick wall. The combination of the two arrangements forms a cage with a simple one and stable construction, which can be produced in different lengths and thicknesses as required.

Ein Ausführungsbeispiel der erfindungsgemäßen Armierung wird nachfolgend anhand der Zeichnung näher erörtert. Es zeigen:An embodiment of the reinforcement according to the invention is discussed in more detail below with reference to the drawing. Show it:

Fig. 1 eine perspektivische Ansicht der Armierung,Fig. 1 is a perspective view of the reinforcement,

Fig. 2 eine Ansicht von einer Seite undFig. 2 is a view from one side and

Fig. 3 eine teilweise Vergrößerung der Fig. 2.FIG. 3 shows a partial enlargement of FIG. 2.

Λ-Λ-

In der Zeichnung erkennt man, daß die erfindungsgemäße Armierung einen Käfig bildet, der aus gespannten oder vorgespannten Stangen 1-1' besteht, die sich horizontal über die gesamte Länge der zu armierenden Mauer erstrecken. In the drawing it can be seen that the reinforcement according to the invention forms a cage, which consists of tensioned or prestressed rods 1-1 ', which extend horizontally over the entire length of the wall to be reinforced.

Diese Stangen 1-1' sind durch vertikale Stangen 2 vereinigt, die ihrerseits durch horizontale Querverbindungen 3 miteina.ii ^e, -xibunJen sind. Diese Querverbindungen sind an ihren den Stangen 1 (siehe Fig. 2 und 3) zugeordneten Enden in der Weise umgebogen, daß sie die Stangen aufnehmen und ggf. ein Verstärkungsgitter 5 einer der Mauerseiten fixieren.These rods 1-1 'are formed by vertical rods 2 united, which in turn are miteina.ii ^ e, -xibunJen through horizontal cross-connections 3. These cross connections are on their the rods 1 (see Fig. 2 and 3) associated ends bent in such a way that they receive the rods and, if necessary, a reinforcement grille 5 fix one of the wall sides.

Schlingen 6 zum Hochheben sind an den vertikalen Stangen 2 mit Abstand verschweißt.Loops 6 for lifting are welded to the vertical rods 2 at a distance.

Dieser neue Armierungstyp weist in technischer Hinsicht eine Reihe von interessanten Vorzügen auf:This new type of reinforcement has a number of interesting technical advantages:

Einerseits kann die innere Wand unmittelbar auf dem Boden der Form 7 ruhen, wobei die ungebogenen Enden 4 aus Edelstahl bestehen. Dies gestattet es, auf Unterlegklötze aus Kunststoff zu verzichten, die bisher notwendig waren.On the one hand, the inner wall can rest directly on the bottom of the mold 7, with the unbent ends 4 made of stainless steel. This makes it possible to dispense with plastic washer blocks, which were previously were necessary.

Andererseits können die umgebogenen Enden 4 die acht gespannten Stangen und ggf. die Verstärkungsgitter ohne Verschiebungsrisiko aufnehmen und bilden so eine wirksame Befestigung der Wände.On the other hand, the bent ends 4 can without the eight tensioned rods and possibly the reinforcement grids Take up the risk of displacement and thus form an effective fastening of the walls.

BAD ORIGINALBATH ORIGINAL

Schließlich führen die gleichen umgebogenen Drähte aus Edelstahl 3 mit ihren oberen Bereichen die Stangen 1 oder das Verstärkungsgitter 5, was eine sehr wirksame Befestigung der Armierung an der externen Wand der Mauer bildet.Finally, the same bent wires made of stainless steel 3 guide the rods 1 with their upper regions or the reinforcement grid 5, which is a very effective attachment of the reinforcement to the external wall of the Wall forms.

- Leerseite -- blank page -

Claims (3)

DR. KARL RACKETTE PATENTANWALT Ka.aer-Josaph-Slr 1 79 - Postfach 1 31 O D-7BOO Froiburg Dipl.-Phys. Dr. Ing. Karl RacKette Patentanwalt European Patent Attorney Europäischer Patentvertreter Mandataire en Brevets Europeans Kaiser-Joseph- Strasse 179 Postfach 1 31 O D-78OO Freiburg Telefon: (O761) 3 18 9O Telefax: H 49 761 31899 Telex: 77 25 99 rakel ei Telegramme: Patentfaervice f-resiburg Unser Zeichen: SLM-P3 SELAM S.A. F-70170 Port S/Saone Frankreich Armierung P A T ENTANSPROCHEDR. KARL RACKETTE PATENTANWALT Ka.aer-Josaph-Slr 1 79 - Postfach 1 31 O D-7BOO Froiburg Dipl.-Phys. Dr. Ing.Karl RacKette Patentanwalt European Patent Attorney European Patent Representative Mandataire en Brevets Europeans Kaiser-Joseph- Strasse 179 Postfach 1 31 O D-78OO Freiburg Telephone: (O761) 3 18 9O Fax: H 49 761 31899 Telex: 77 25 99 rakel ei Telegramme : Patentfaervice f-resiburg Our reference: SLM-P3 SELAM SA F-70170 Port S / Saone France Reinforcement P A T ENTANSPROCHE 1. Armierung für Fertigbauteile, insbesondere eine Mauer, die aus zwei Betonwänden zusammengesetzt ist, die durch eine mit einem Isoliermaterial gefüllten Raum voneinander getrennt sind, dadurch gekennzeichnet, daß sie einerseits eine Anordnung horizontaler gespannter oder vorgespannter Stangen (1) aufweist, die sich über die gesamte Länge jeder Seite des Bauteils er-1. Reinforcement for prefabricated components, especially a wall composed of two concrete walls which are separated from each other by a space filled with an insulating material, thereby characterized in that it has on the one hand an arrangement of horizontal tensioned or prestressed rods (1) which extend over the entire length of each side of the component strecken und daß sie andererseits eine Anordnung vertikaler Stangen (2) aufweist, die durch transversale Drähte (3) miteinander vereinigt sind, deren Enden (4) umgebogen sind, um die gespannten Stangen (1) aufzunehmen.stretch and that it has on the other hand an arrangement of vertical rods (2), which by transversal Wires (3) are united with one another, the ends (4) of which are bent around the tensioned Take up rods (1). 2. Armierung nach Anspruch 1 , dadurch gekennzeichnet , daß die umgebogenen Enden (4) der quer verlaufenden Drähte (3) aus Edelstahl bestehen.2. Reinforcement according to claim 1, characterized that the bent ends (4) of the transverse wires (3) are made of stainless steel. 3. Armierung nach Anspruch 1 und 2, dadurch gekennzeichnet , daß die umgebogenen Enden (4) der Querdrähte (3) zusätzlich als Befesti-3. Reinforcement according to claim 1 and 2, characterized in that the bent ends (4) of the cross wires (3) additionally as fastening J gungsmittel für ein metallisches Verstärkungs- J supply medium for a metallic reinforcement gitter (5) einer Wand des Bauteils dienen.grid (5) serve a wall of the component. 8AD8AD
DE19853528842 1984-08-10 1985-08-10 Reinforcement Withdrawn DE3528842A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8412763A FR2568916B1 (en) 1984-08-10 1984-08-10 IMPROVEMENT IN METAL FRAMEWORK FOR PREFABRICATED CONSTRUCTION ELEMENTS

Publications (1)

Publication Number Publication Date
DE3528842A1 true DE3528842A1 (en) 1986-02-20

Family

ID=9307012

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19853528842 Withdrawn DE3528842A1 (en) 1984-08-10 1985-08-10 Reinforcement

Country Status (3)

Country Link
CH (1) CH665245A5 (en)
DE (1) DE3528842A1 (en)
FR (1) FR2568916B1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2235226B (en) * 1989-08-21 1993-08-18 Square Grip Ltd Shearhead reinforcement
GB2324517B (en) * 1997-04-22 2000-10-25 Kamal Neckoula Lifting chair and method of lifting
CN106988477A (en) * 2017-03-10 2017-07-28 王清 Assembled two dimension prestressing cored slab and preparation method thereof

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR453281A (en) * 1912-07-16 1913-06-04 Edmund Percy Wells Improvements in the construction of reinforced concrete walls, floors, beams, etc.
US2652713A (en) * 1947-05-31 1953-09-22 John J Senglar Structural section
FR1510074A (en) * 1966-12-07 1968-01-19 Entpr S Balency & Schuhl S A Improvements to facade panels
DE1911079A1 (en) * 1969-03-05 1970-09-24 Schuckmann Kg Werner A Pre-fabricated wall element made of a concrete outer layer, concrete inner layer and an insulation layer in between
DE2216559A1 (en) * 1972-04-06 1973-10-11 Schuckmann Kg Werner A MULTI-LAYER CONCRETE SLAB WITH ANCHORING MADE OF REINFORCED CONCRETE JOINT AND ADDITIONAL CONNECTING NEEDLES

Also Published As

Publication number Publication date
FR2568916A1 (en) 1986-02-14
CH665245A5 (en) 1988-04-29
FR2568916B1 (en) 1986-09-05

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