EP2108753B1 - Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé - Google Patents

Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé Download PDF

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Publication number
EP2108753B1
EP2108753B1 EP08005636A EP08005636A EP2108753B1 EP 2108753 B1 EP2108753 B1 EP 2108753B1 EP 08005636 A EP08005636 A EP 08005636A EP 08005636 A EP08005636 A EP 08005636A EP 2108753 B1 EP2108753 B1 EP 2108753B1
Authority
EP
European Patent Office
Prior art keywords
wall elements
connection
recess
wall
elements according
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.)
Not-in-force
Application number
EP08005636A
Other languages
German (de)
English (en)
Other versions
EP2108753A1 (fr
Inventor
Krummel Gerhard
Gentil Hugo
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
Priority to AT08005636T priority Critical patent/ATE486176T1/de
Priority to ES08005636T priority patent/ES2351535T3/es
Priority to PL08005636T priority patent/PL2108753T3/pl
Priority to DE502008001644T priority patent/DE502008001644D1/de
Priority to DK08005636.9T priority patent/DK2108753T3/da
Priority to EP08005636A priority patent/EP2108753B1/fr
Publication of EP2108753A1 publication Critical patent/EP2108753A1/fr
Application granted granted Critical
Publication of EP2108753B1 publication Critical patent/EP2108753B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor

Definitions

  • the present invention relates to a connection between two wall elements made of concrete, in particular reinforced concrete, with two wall elements and with a reinforcement device, wherein the wall elements in the joint area to each other at the end face each have at least one recess for receiving the reinforcement device, wherein between the Wall elements in the joint area a joint is provided, wherein both the joint and the recess of the respective wall element can be filled with grout, wherein the reinforcing device comprises an elongate carrier extending transversely to the longitudinal axis of the carrier and at a distance from each other has a plurality of reinforcing elements.
  • the basement is often made of precast concrete parts.
  • wall elements of different sizes are provided, which abut each other in the region of their end faces.
  • These reinforcements are arranged in a box-shaped structure. After opening the box, these so-called reverse bending connections must be bent so that they project with their hook-shaped ends on the front side.
  • the remindbiegean the other wall element to be connected thereto are also bent so that the hooked ends of the two remindbiegean why are superimposed so that two remindbiegean always form with their hook-shaped ends an eyelet through which a rod is inserted, so that there is a positive connection.
  • a joint which is filled after formwork with a grout.
  • This approach is somewhat complex, which is particularly due to the fact that the rebend connections must first be bent, in such a way that the rod can be inserted through the eyelets of the individual return bends.
  • the formation of the front side of the wall elements is not easy, which is due to the fact that protrude beyond the front side of the already described reinforcements.
  • connection between two wall elements is known in which the wall elements have opposite recesses which are connected by a reinforcement.
  • the reinforcement comprises at least one reinforcing bar arranged in each wall element, wherein the at least two reinforcing bars are connected by a wire connection.
  • the recesses are poured out after completion of the reinforcement with concrete.
  • the invention is therefore an object of the invention to provide a connection by a reinforcement device of the type mentioned, which allows an economical production of such wall elements as concrete or reinforced concrete precast parts, beyond the assembly of the wall elements is facilitated and further by the reinforcement high forces and moments are transferable.
  • the reinforcing elements are designed as a double headed bolt.
  • the above-described reinforcement device is inserted, and then the joint is filled with grout, as is already known from the prior art.
  • a high flexibility is achieved, since the reinforcement device can be adapted to the conditions on site.
  • a load transfer takes place both in the transverse and in the longitudinal direction, with the added that the reinforcement device can be installed after adjusting the length immediately on site on the site, so that a production can be carried out in advance.
  • the carrier may in this case be rod-shaped.
  • a rod has a certain inherent stability, which means that it only has to be adjusted in the joint between the two wall elements.
  • the carrier is formed like a ribbon. Such a band is then hooked between the end faces of the opposing wall elements, in which case it is advantageous that such a band can be produced as a roll and "cut to length".
  • a further advantage is that the recess in cross section is held approximately conical, so that it is ensured that the grout can actually fill the joint and the recess over the entire surface.
  • the recess with respect to the surface has certain roughness values, so that the grout can form a quasi-positive connection with the wall elements in the joint.
  • the recess at the open end ie the front side
  • the recess at the open end is partially closed by a directed to the central longitudinal axis of the recess web.
  • the wall element have in the region of the recess a head bolt, wherein the head of the head bolt partially protrudes into the recess.
  • the head bolt is designed as a double headed bolt, that is, that a head of the Head bolt virtually ensures the positive connection between the reinforcement on the one hand and the wall element on the other hand, and that the other head of the double-headed bolt is used to anchor the head bolt in the wall element.
  • the subject of the invention is a wall element made of concrete, in particular reinforced concrete, which is characterized in that the wall element on its front side, i. the narrow side, a running over the height of the wall element, in cross-section conical recess, wherein the wall element has on both sides of the conical recess each backholding reinforcement elements.
  • Such rearward reinforcement elements are in principle also as reinforcements, for example, with end arranged head, so as a so-called head bolts, or as brackets, which are arranged in the wall element.
  • the reinforcing device consists of the carrier 1 and the stacked double head bolt 2.
  • the double headed bolts 2 with the heads 3 are welded to their carrier 1 on the carrier, for example, and extend to both sides of the carrier in the installed state horizontal direction.
  • the carrier itself can be designed as a rod or as a sheet metal strip.
  • FIG. 1a The arrangement of the reinforcement device is shown schematically FIG. 1a ; how in this context from the FIG. 2 results in a section along the line II - II off FIG. 1 a, is located between the two wall elements, a gap 12, wherein the end face (arrow 11) is provided on or in the wall elements 10 each have a recess 13 which is held tapered in the direction of the center of the wall element. In the recesses is now the head 3 of each double headed bolt.
  • the joint 12 is filled with grout including the conical recesses 13.
  • FIGS. 3 and 4 Subject of the FIGS. 3 and 4 is a special design of the recesses 13, wherein in each case only the end face of a wall element is shown.
  • a web 14 is provided, which is directed to the central longitudinal axis 30 of the wall element 10 to.
  • a plurality of double-headed bolts 16 may be provided one above the other in the end face of the wall element 10, the respective head 16a of which projects into the recess, as may be the case FIG. 4 results.
  • the breaking under load is substantially reliably prevented, since the breaking could only take place against the webs 14 or against the respective head 16a of the head bolt 16.
  • FIGS. 5 and 6 are provided as a reinforcement in the region of the recess 13 on both sides of the recess 13 in the wall elements 10 each one above the other arranged head bolts 19 which cause an excavation cone in the dashed representation (arrow 20).
  • a Bügelarm ist 19 a FIG. 5
  • the formation of the escape cone here is the same as in FIG. 6 ,
  • the gap between the end faces of the wall elements is always filled with grout in each case.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Claims (11)

  1. Liaison entre deux éléments de mur (10) en béton, en particulier en béton armé, comprenant deux éléments de mur (10) et un dispositif d'armature (1, 2), les éléments de mur (10) comportant chacun, dans la région d'aboutement, au moins un évidement (13) faisant face à celui de l'autre élément de mur et destiné à recevoir le dispositif d'armature (1, 2), une fente de séparation (12) étant prévue entre les éléments de mur (10) dans la région d'aboutement, aussi bien la fente de séparation (12) que l'évidement (13) de l'élément de mur (10) considéré pouvant être rempli de mortier coulé, le dispositif d'armature (1, 2) comportant un support allongé (1) qui comporte plusieurs éléments d'armature (2) espacés les uns des autres qui s'étendent transversalement à l'axe longitudinal du support (1),
    caractérisée en ce que
    les éléments d'armature (2) sont constitués par des chevilles à deux têtes (2).
  2. Liaison entre deux éléments de mur selon la revendication 1,
    caractérisée en ce que
    l'évidement (13) présente à peu près une forme de cône en section transversale.
  3. Liaison entre deux éléments de mur selon la revendication 1,
    caractérisée en ce que
    l'évidement (13) est partiellement obturé à son extrémité ouverte par une nervure (14) dirigée vers l'axe longitudinal médian de l'évidement.
  4. Liaison entre deux éléments de mur selon la revendication 1,
    caractérisée en ce que
    l'élément de mur comporte une cheville à tête (16) dans la région de l'évidement (13).
  5. Liaison entre deux éléments de mur selon la revendication 4,
    caractérisée en ce que
    la tête (16a) de la cheville à tête (16) est partiellement engagée dans l'évidement.
  6. Liaison entre deux éléments de mur selon la revendication 4,
    caractérisée en ce que
    la cheville à tête est constituée par une cheville à deux têtes (16).
  7. Liaison entre deux éléments de mur selon la revendication 4,
    caractérisée en ce que
    l'élément de mur (10) comporte des éléments d'armature d'accrochage (19, 19a) des deux côtés de l'évidement conique.
  8. Liaison entre deux éléments de mur selon la revendication 7,
    caractérisée en ce que
    l'élément d'armature d'accrochage est constitué par une cheville à tête (19), en particulier par une cheville à deux têtes.
  9. Liaison entre deux éléments de mur selon la revendication 7,
    caractérisée en ce que
    l'élément d'armature d'accrochage est constitué par une armature en étrier (19a).
  10. Liaison entre deux éléments de mur selon la revendication 1,
    caractérisée en ce que
    le support (1) est en forme de barre.
  11. Liaison entre deux éléments de mur selon la revendication 7,
    caractérisée en ce que
    le support (1) est en forme de bande.
EP08005636A 2008-03-26 2008-03-26 Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé Not-in-force EP2108753B1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
AT08005636T ATE486176T1 (de) 2008-03-26 2008-03-26 Bewehrungsvorrichtung für eine verbindung zwischen zwei plattenförmigen wandelementen aus beton, insbesondere aus stahlbeton
ES08005636T ES2351535T3 (es) 2008-03-26 2008-03-26 Armadura para un trabazón entre dos elementos de pared en forma de placa de hormigón, en particular de hormigón armado.
PL08005636T PL2108753T3 (pl) 2008-03-26 2008-03-26 Urządzenie zbrojeniowe dla połączenia pomiędzy płytowymi elementami ścian z betonu, zwłaszcza z żelazobetonu
DE502008001644T DE502008001644D1 (de) 2008-03-26 2008-03-26 Bewehrungsvorrichtung für eine Verbindung zwischen zwei plattenförmigen Wandelementen aus Beton, insbesondere aus Stahlbeton
DK08005636.9T DK2108753T3 (da) 2008-03-26 2008-03-26 Armeringsanordning til en forbindelse mellem to pladeformede vægelementer af beton, især af stålbeton
EP08005636A EP2108753B1 (fr) 2008-03-26 2008-03-26 Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP08005636A EP2108753B1 (fr) 2008-03-26 2008-03-26 Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé

Publications (2)

Publication Number Publication Date
EP2108753A1 EP2108753A1 (fr) 2009-10-14
EP2108753B1 true EP2108753B1 (fr) 2010-10-27

Family

ID=39705325

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08005636A Not-in-force EP2108753B1 (fr) 2008-03-26 2008-03-26 Dispositif d'armatures pour une liaison entre deux éléments muraux en forme de plaques en béton, en particulier en béton armé

Country Status (6)

Country Link
EP (1) EP2108753B1 (fr)
AT (1) ATE486176T1 (fr)
DE (1) DE502008001644D1 (fr)
DK (1) DK2108753T3 (fr)
ES (1) ES2351535T3 (fr)
PL (1) PL2108753T3 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008012547U1 (de) * 2008-09-23 2010-02-11 Ancotech Ag Anordnung zum Bewehren eines Betonbauwerkes gegen Durchstanzen im Bereich der Auflage eines Deckenelementes auf einer Stütze sowie Durchstanzbewehrungselement hierfür
DE102015200105A1 (de) * 2014-08-18 2016-02-18 Drössler GmbH Umwelttechnik Betonkonstruktion in Modulbauweise

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1801631A (en) 1927-02-17 1931-04-21 Herbert M Knight Unit concrete construction
FR1402047A (fr) * 1964-04-27 1965-06-11 Soletanche Procédé pour la jonction des éléments successifs de parois et de murs moulés dans le sol
CH426168A (de) * 1965-08-18 1966-12-15 Ulli Marietta Verfahren zur Herstellung von aus vorfabrizierten Platten zusammengesetzten Wänden und Mittel zur Durchführung des Verfahrens
AT337958B (de) * 1975-07-11 1977-07-25 Gamerith Horst Dipl Ing Dr Tec Verbindung fur aus ziegeln, insbesondere hochlochziegeln, aufgebaute fertigteile
DE3411591C1 (de) * 1984-03-29 1985-06-13 Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen Schubbewehrungselement fuer Stahlbetonkonstruktionen
DE19653077A1 (de) * 1996-12-19 1998-06-25 Deha Ankersysteme Dübelleiste für Schubbewehrungen

Also Published As

Publication number Publication date
DE502008001644D1 (de) 2010-12-09
ES2351535T3 (es) 2011-02-07
DK2108753T3 (da) 2011-02-07
EP2108753A1 (fr) 2009-10-14
PL2108753T3 (pl) 2011-04-29
ATE486176T1 (de) 2010-11-15

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