EP3382119A1 - Ancrage pour mur creux ainsi que dispositif pourvu d'un tel ancrage - Google Patents

Ancrage pour mur creux ainsi que dispositif pourvu d'un tel ancrage Download PDF

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Publication number
EP3382119A1
EP3382119A1 EP18164356.0A EP18164356A EP3382119A1 EP 3382119 A1 EP3382119 A1 EP 3382119A1 EP 18164356 A EP18164356 A EP 18164356A EP 3382119 A1 EP3382119 A1 EP 3382119A1
Authority
EP
European Patent Office
Prior art keywords
air layer
anchoring
layer anchor
masonry shell
anchoring portion
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.)
Granted
Application number
EP18164356.0A
Other languages
German (de)
English (en)
Other versions
EP3382119B1 (fr
Inventor
Thomas Dipl.-Kfm Wolff
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.)
H & R GmbH
Original Assignee
H & R GmbH
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Filing date
Publication date
Application filed by H & R GmbH filed Critical H & R GmbH
Publication of EP3382119A1 publication Critical patent/EP3382119A1/fr
Application granted granted Critical
Publication of EP3382119B1 publication Critical patent/EP3382119B1/fr
Active 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
    • E04B1/38—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

Definitions

  • the other anchoring portion is fixed in a joint of the outer masonry shell in an analogous manner.
  • air layer anchor anchors in which the first anchoring section provided for anchoring in the first masonry shell is not necessarily inserted into an adhesive or mortar layer, but is inserted into a hole filled with mortar and previously filled into a stone of the inner masonry shell.
  • Both anchoring sections may have pull-out force-increasing structures, such as marginal punched holes or openings introduced therein. Between the anchoring sections and the shaft section is in each case a transition section in which the shape change between the flat anchoring sections and the rounded shaft section takes place.
  • this stiffening structure is provided by the adjacent transition section which is formed by the incipient transition to the plump shaft shape, which is a stiffener to the flat anchoring section. If the first anchoring section is designed as a single layer, the transition section begins with the material rolling in towards the shaft section.
  • An embodiment is considered to be advantageous in which one of the two flat sides of the anchoring section provided for anchoring in the inner masonry shell is aligned with the lateral surface of the shank section.
  • the material rolling begins until the ends of the rolled-up portions of the metal plate abut each other at the end of the transition portion.
  • the anchoring portion in a first embodiment of the anchoring portion in the direction Angled to that side which is aligned with the lateral surface of the shaft portion. This allows installation of this anchoring portion in a joint of the inner masonry shell to the bend.
  • the bend which is bounded in the direction of the shank portion by a stiffening structure, for example the beginning of the transition section, on its side facing the anchoring portion by the superimposed and interconnected by an adhesive or mortar layer stones of the inner masonry shell or the adhesive or limited to the mortar of the joint.
  • a stiffening structure for example the beginning of the transition section
  • the bend also has a stiffening structure on its side facing the anchoring section, since the zone of the return bend is limited by the above-described installation of this anchoring section, specifically to the zone of the bend with which the anchoring section angled relative to the shaft portion. This ensures that no unwanted offsets occur.
  • the anchoring portion is angled relative to the previously described embodiment in the other direction. Then, the bend is limited on its side facing the anchoring portion by a stiffening structure, for example, a transverse bead, so that it is ensured in this way that the bending back of the air layer anchor into its intended for use horizontal extension also in the zone of the fold (bend ) takes place, in which the anchoring portion is angled relative to the shaft portion.
  • a stiffening structure for example, a transverse bead
  • Such an air layer anchor is typically made of a stainless steel, which has a sufficient deformability, in particular ductility. Suitable for this purpose is, for example, a chromium-nickel steel with added molybdenum.
  • precursor 1 for forming an air layer anchor comprises a central shaft portion 2 and two anchoring portions 3, 4 integrally formed thereon. Each anchoring portion 3, 4 is connected to the shaft portion 2 with the interposition of a transition section 5, 6.
  • the precursor 1 is made of a Cr-Ni steel with Mo addition.
  • the material for the air layer anchor does not necessarily need to be a Cr-Ni steel with the Mo addition. Rather, this may be any suitable material that has a sufficient quality.
  • Starting product is a related board with a thickness of about 0.5 mm.
  • the anchoring portion 3 is designed in one layer. In the FIG. 1 recognizable width of the anchoring section 3 illustrates the width of the board. To form the shaft section 2, the longitudinal sides of the board have been rolled up.
  • the shaft portion 2 is thus designed as a tubular portion.
  • the impact of the two rolled-up and abutting with their longitudinal sides sections is indicated in the figure by the reference numeral 7.
  • To form the anchoring portion 4 of the relevant part of the previously roundish shaft portion 2 is flattened, so that the anchoring portion 4 relative to the shaft portion 2 has a greater width.
  • Verklamm ceremoniess are introduced into the anchoring portion. These are designed as holes, wherein the hole edge area is embossed to stiffen and improve the clamping (in FIG. 2 not shown).
  • the anchoring section 4 rarium several semi-circular punched 9 have been introduced as Verklamm ceremoniess Modellen.
  • the Verklamm réelles trimbrechungen 8 and the punching 9 support the clamping of the anchoring sections 3 and 4 with an adhesive or mortar.
  • transition section 5 between the anchoring portion 3 and the shaft portion 2 begins immediately with a material doubling, whereby a concise stiffening against the otherwise tab-like anchoring portion 3 is brought about.
  • FIG. 2 shows the precursor 1 in a side view. From this it can be seen that the in FIG. 1 shown lower flat side 10 of the anchoring portion 3 with the lateral surface 11 of the shaft portion 2 is aligned. Clearly visible in FIG. 2 also the flattening of the anchoring section 4 relative to the shaft section 2.
  • a air layer anchor 12 is prepared by the anchoring portion 3, which is intended to engage in a joint of an inner masonry shell, is angled relative to the shaft portion 2, in the illustrated Embodiment by about 90 degrees (s. FIG. 3 ).
  • the air layer anchor 12 is shown in a side view. This bending has been made by the manufacturer, using appropriate tools. Therefore, the anchoring portion 3 is made straight and not influenced by the bending process for forming the bend 13.
  • the anchoring portion 3 is used in the air layer anchor 12 for hanging the same on the upper stone layer of an inner masonry shell is under construction.
  • the bend 13 is placed adjacent to the end of the stiffening structure transition portion 5 facing the anchoring portion 3.
  • FIG. 4 shows the air layer anchor 12, which is introduced with its anchoring portion 3 in an adhesive layer 14 on top of an upper stone layer 15 of an inner masonry shell 16 which is under construction.
  • the air layer anchor 12 is placed with its anchoring portion 3 only on the adhesive layer 14 or pressed something in this. This alone fixes the air-layer anchor 12 and does not need to be additionally held by a worker until a further stone above the anchoring section 3 has been placed on the adhesive layer 14. This justifies an acceleration in the time required to build the inner masonry shell 16.
  • the air layer anchors 12 with their shank portion and their intended for engaging in an outer masonry shell anchoring section 4 from the outside 17 of the inner masonry shell 16 does not protrude, so that in addition the otherwise sometimes necessary step of bending the air layer anchor 12 is avoided.
  • the angling of the anchoring portion 3 relative to the shaft portion 2 is carried out so that the flat side 10 of the anchoring portion 3 with the lateral surface 11 encloses the aforementioned angle of about 90 degrees.
  • FIG. 6 shows the anchoring section 3.1 with the adjoining transition section 5.1 to the shaft section 2.1 of a further precursor 1.1 to form an air layer anchor 12.1.
  • the precursor 1.1 is constructed in the same way as the precursor 1 of the preceding embodiment. Differences are explained below.
  • the precursor 1.1 is provided that its anchoring portion 3.1 is angled relative to the shaft portion 2.1 in the other direction, as this in the side view of FIG. 7 is shown.
  • the area of the bend 13.1. is in the plan view of FIG. 6 of the precursor 1.1 indicated by the reference numeral 13.1.
  • the bend 13.1 has been created by the manufacturer with a corresponding bending tool.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Piles And Underground Anchors (AREA)
EP18164356.0A 2017-03-29 2018-03-27 Ancrage pour mur creux ainsi que dispositif pourvu d'un tel ancrage Active EP3382119B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202017101820.2U DE202017101820U1 (de) 2017-03-29 2017-03-29 Luftschichtanker sowie Anordnung mit einem solchen Luftschichtanker

Publications (2)

Publication Number Publication Date
EP3382119A1 true EP3382119A1 (fr) 2018-10-03
EP3382119B1 EP3382119B1 (fr) 2020-11-11

Family

ID=61832286

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18164356.0A Active EP3382119B1 (fr) 2017-03-29 2018-03-27 Ancrage pour mur creux ainsi que dispositif pourvu d'un tel ancrage

Country Status (2)

Country Link
EP (1) EP3382119B1 (fr)
DE (1) DE202017101820U1 (fr)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29718804U1 (de) 1997-10-22 1997-12-04 Bever Gesellschaft für Befestigungsteile - Verbindungselemente mbH, 57399 Kirchhundem Luftschichtanker
DE20000602U1 (de) * 2000-01-14 2000-05-18 Bodegraven B V Metaalfab Nieuw Maueranker und Hohlmauer mit Maueranker
EP1584763A1 (fr) * 2004-04-07 2005-10-12 BEVER Gesellschaft für Befestigungsteile- Verbindungselemente mbH Ancre avec nervures pour mur creux

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29718804U1 (de) 1997-10-22 1997-12-04 Bever Gesellschaft für Befestigungsteile - Verbindungselemente mbH, 57399 Kirchhundem Luftschichtanker
DE20000602U1 (de) * 2000-01-14 2000-05-18 Bodegraven B V Metaalfab Nieuw Maueranker und Hohlmauer mit Maueranker
EP1584763A1 (fr) * 2004-04-07 2005-10-12 BEVER Gesellschaft für Befestigungsteile- Verbindungselemente mbH Ancre avec nervures pour mur creux

Also Published As

Publication number Publication date
DE202017101820U1 (de) 2018-07-02
EP3382119B1 (fr) 2020-11-11

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