EP1826328B1 - Agencement de fixation - Google Patents

Agencement de fixation Download PDF

Info

Publication number
EP1826328B1
EP1826328B1 EP07003090A EP07003090A EP1826328B1 EP 1826328 B1 EP1826328 B1 EP 1826328B1 EP 07003090 A EP07003090 A EP 07003090A EP 07003090 A EP07003090 A EP 07003090A EP 1826328 B1 EP1826328 B1 EP 1826328B1
Authority
EP
European Patent Office
Prior art keywords
reinforcement
edge
anchoring
building element
building part
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
EP07003090A
Other languages
German (de)
English (en)
Other versions
EP1826328A1 (fr
Inventor
Jürgen Grün
Rainer Wohlgethan
Ulrich Bourgund
Martin Vogel
Clemens Dienst
Peter Pusill-Wachtsmuth
Rainer Mallée
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.)
Fischerwerke GmbH and Co KG
Hilti AG
Original Assignee
Fischerwerke GmbH and Co KG
Hilti AG
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 Fischerwerke GmbH and Co KG, Hilti AG filed Critical Fischerwerke GmbH and Co KG
Priority to PL07003090T priority Critical patent/PL1826328T3/pl
Publication of EP1826328A1 publication Critical patent/EP1826328A1/fr
Application granted granted Critical
Publication of EP1826328B1 publication Critical patent/EP1826328B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements

Definitions

  • the invention relates to a mounting arrangement on the edge of a stone-like structure part with the features of the preamble of claim 1 and a method for producing such a fastening arrangement with the features of the preamble of claim 6.
  • stone-like is a material of stone, brick, concrete, too Gas concrete, and the like. Meant. In particular, it is concrete.
  • structural part expresses that it is attached to a structure. The explanation of the invention is based on concrete without the invention to be limited to this material.
  • the Patent US-A 3,316,574 discloses an expansion joint of a road bridge in which an elastic expansion element rests in stepped pockets of facing ends of concrete slabs.
  • the expansion element is fastened with concrete anchors in its edge areas.
  • an S-shaped bent sheet metal can be arranged as a friction-reducing pad, which is attached to the concrete anchors.
  • the base is firmly attached in the area of the concrete anchors on the building part and extends to the edge of the building part. It discloses a fastener assembly or a method of manufacturing a fastener assembly having the features of the preamble of claims 1 and 5, respectively.
  • the European patent application EP-A 1 033 455 discloses the bonding of a carbon fiber tape on the lower and tension side of a concrete beam. To prevent the concrete from flaking off at the ends of the carbon fiber tape, the invention proposes anchoring with a steel plate bolted to four through bolts anchored in the concrete. A reduction of a splitting effect or a risk of splitting the threaded bolt is not achieved.
  • the European Patent EP-B1 0 835 355 discloses the joining of concrete parts of a bridge structure with fabric strips.
  • the fabric strips can be secured in throat areas with threaded bolts that are inserted through beams of the building.
  • the threaded bolts do not develop any splitting effect, the concrete beam is not secured against splitting.
  • the invention has for its object to propose a mounting arrangement that reduces the risk of failure by splitting the structure part at near-edge anchoring.
  • the fastening arrangement according to the invention has a reinforcement, which is attached by gluing in the region of the anchoring to the building part and extends to an edge of the building part.
  • the reinforcement absorbs tensile forces of the structural part, which act by transverse forces acting on the anchoring and possibly by a spreading effect of the anchoring in the structural part. The tensile stresses in the structural part and thus the risk of splitting are reduced.
  • the material connection between reinforcement and structural part distributes a transfer of the forces acting in the structural part on the reinforcement and vice versa over the area of the reinforcement and is therefore regarded as favorable for the power transmission.
  • the attachment of the reinforcement without drilling or other weakening of the structural part is possible.
  • the fastening arrangement according to the invention is of course also possible in the region of a corner of a building part, where two edges abut each other.
  • An embodiment of the invention provides a fiber reinforcement as reinforcement.
  • a fiber mat (scrim, fabric, knitted fabric, knitted fabric, etc.) is glued to the building part.
  • a fiber direction is provided transversely to the edge of the building part. Due to the fiber reinforcement is a high tensile strength the gain achieved.
  • the fiber reinforcement adapts to the surface of the building part.
  • the reinforcement extends inwardly in a direction away from the anchorage away from the edge of the structural member.
  • a large and far inward reinforcement reduces the risk of splitting of the component.
  • a development of the invention provides that the reinforcement extends around an edge on the edge of the building part to an edge surface which is adjacent to an anchoring surface.
  • the anchoring surface is the surface in which the anchoring is attached.
  • the method according to the invention with the features of claim 5 provides that the reinforcement is adhered to the structural part in a region surrounding the anchoring, extends to the edge of the structural part and that the anchoring is applied in the reinforcement in the structural part. Preferably, but not necessarily, first the reinforcement and then the anchoring is applied.
  • FIGURE shows a perspective view of a fastening arrangement according to the invention.
  • inventive fastening assembly 1 is disposed on the edge of a building part 2.
  • the building part 2 consists of concrete, which can be reinforced.
  • the building part 2 may be, for example, a balcony or terrace slab or the transition from a roof to a wall surface.
  • An upper side of the building part 2 will be referred to below as anchoring surface 3 to explain the invention, because in it an anchorage 4 is mounted according to the invention.
  • An area of the building part 2 which adjoins an edge 5 will be referred to below as the edge area 6.
  • the edge 5 and the edge surface 6 represent an edge of the anchoring surface 3 and the structural part 2.
  • the anchor 4 has an anchor 7 in the form of a threaded rod.
  • the anchor 7 is anchored in a non-visible in the drawing hole in the building part 2 by means of a synthetic resin mortar, i. firmly attached.
  • a synthetic resin mortar i. firmly attached.
  • another anchoring with, for example, a (spreading) dowel or an undercut anchor is possible (not shown).
  • the anchoring is arranged close to the edge, which is to be understood as an edge distance of about 30 mm to 50 mm. Even with a larger (or smaller) edge distance the mounting arrangement according to the invention is possible.
  • Near the edge in the context of the invention is less than absolute edge distance to be understood as determined by the risk of splitting of the structural part 2 at a transverse load of the armature 7, so by the risk of chipping off a fragment of the building part 2 together with the armature 7 due to a transverse load the anchor 7. At high edge distance, this danger is not or is very low anyway.
  • a reinforcement 8 is firmly attached to the building part 2.
  • the reinforcement 8 is a fiber reinforcement, it has a fiber mat (fiber fabric) 9.
  • the fibers may be, for example, glass, carbon, plastic or metal fibers.
  • the fiber mat 9 surrounds the anchoring 4, it is folded around the edge 5 on the edge surface 6 of the building part 2. On the anchoring surface 3, the fiber mat 9 extends from the edge 5, ie from the edge of the building part 2, over the anchoring 4 away inside.
  • the fiber mat 9 is connected to the synthetic resin mortar 10th soaked and connected by him with the building part 2 cohesively.
  • the reinforcement 8 is laid by the anchoring surface 3 on both adjacent edge surfaces forming the corner and glued (not shown).
  • the anchorage 4 is used, for example, for attaching a railing, not shown, it may be exposed to a transversely directed to the edge or edge away lateral stress.
  • the reinforcement 8 reduces the risk of splitting of the structural part 2 in such a transverse stress of the anchorage 4, the anchorage 4 can be arranged closer to the edge of the structural part 2.
  • the production of the fastening arrangement 1 is carried out according to the invention by the fiber mat 9 glued to the anchoring surface 3 and the edge surface 6, drilled a hole for the anchor rod 7 and the anchor rod 7 is anchored in the borehole with a synthetic resin mortar.
  • the anchoring 4 it is also possible first to produce the anchoring 4 and then to glue the reinforcement 8 onto the structural part 2.
  • a fiber direction is preferably selected such that fibers of the reinforcement 8 extend approximately at right angles to the edge 5, that is, to the edge of the building part 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Connection Of Plates (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Coupling Device And Connection With Printed Circuit (AREA)
  • Seal Device For Vehicle (AREA)
  • Paper (AREA)
  • Basic Packing Technique (AREA)

Claims (5)

  1. Agencement de fixation placé sur le bord d'un élément de construction (2) offrant la structure de la pierre, comportant un système d'ancrage (4) situé dans ledit élément de construction (2), à proximité dudit bord, ledit élément de construction (2) présentant un renforcement (8) solidarisé matériellement dans la région dudit système d'ancrage (4), ledit renforcement (8) s'étendant jusqu'au bord (5, 6) de l'élément de construction (2), caractérisé par le fait que le renforcement (8) est rapporté par collage sur l'élément de construction (2) dans la région du système d'ancrage (4).
  2. Agencement de fixation selon la revendication 1, caractérisé par le fait que le renforcement (8) présente un renfort fibreux.
  3. Agencement de fixation selon la revendication 1, caractérisé par le fait que le renforcement (8) s'étend jusque sur une surface marginale (6) de l'élément de construction (2) qui est voisine d'une surface d'ancrage (3) dans laquelle le système d'ancrage (4) est intégré.
  4. Agencement de fixation selon la revendication 1, caractérisé par le fait que le renforcement (8) part du système d'ancrage (4), en s'éloignant du bord (5, 6) de l'élément de construction (2).
  5. Procédé d'instauration d'un agencement de fixation sur le bord (5, 6) d'un élément de construction (2) offrant la structure de la pierre, comportant un système d'ancrage (4) situé dans ledit élément de construction (2), à proximité dudit bord, sachant que ledit système d'ancrage (4) est intégré dans l'élément de construction (2) à proximité du bord, et sachant qu'un renforcement (8), s'étendant jusqu'au bord (5, 6) de l'élément de construction (2), est rapporté matériellement sur ledit élément de construction (2) dans la région dudit système d'ancrage (4), caractérisé par le fait que le renforcement (8) est rapporté par collage sur l'élément de construction (2) dans la région du système d'ancrage (4).
EP07003090A 2006-02-24 2007-02-14 Agencement de fixation Not-in-force EP1826328B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07003090T PL1826328T3 (pl) 2006-02-24 2007-02-14 Układ mocujący

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006008658A DE102006008658A1 (de) 2006-02-24 2006-02-24 Befestigungsanordnung

Publications (2)

Publication Number Publication Date
EP1826328A1 EP1826328A1 (fr) 2007-08-29
EP1826328B1 true EP1826328B1 (fr) 2008-11-26

Family

ID=37964369

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07003090A Not-in-force EP1826328B1 (fr) 2006-02-24 2007-02-14 Agencement de fixation

Country Status (9)

Country Link
US (1) US20070199264A1 (fr)
EP (1) EP1826328B1 (fr)
JP (1) JP2007224712A (fr)
CN (1) CN101024978A (fr)
AT (1) ATE415526T1 (fr)
DE (2) DE102006008658A1 (fr)
DK (1) DK1826328T3 (fr)
ES (1) ES2317596T3 (fr)
PL (1) PL1826328T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10508434B2 (en) * 2017-08-25 2019-12-17 Nutech Ventures Mechanical connection for concrete structures

Family Cites Families (41)

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US1519140A (en) * 1921-08-10 1924-12-16 Herbert M Knight Building construction
US3316574A (en) * 1965-07-28 1967-05-02 Pare Robert Lee Road expansion joint
US3473285A (en) * 1967-09-29 1969-10-21 Gateway Erectors Inc Method of erection of concrete reinforcing structures
DE1916376B2 (de) * 1969-03-29 1976-04-01 Lödige, Alois, Dipl.-Ing., 4790 Paderborn Ausgestaltung einer dehnungsfuge zwischen ortbetonbauteilen
US3605362A (en) * 1969-06-10 1971-09-20 Stone & Webster Eng Corp Connection system for relieving stress in concrete structures
US4069629A (en) * 1977-02-18 1978-01-24 Maso-Therm Corporation Anchored composite building module
DE8202657U1 (de) * 1982-02-03 1983-01-27 Franz Schneider Brakel GmbH & Co., 3492 Brakel Tuerdruecker
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US5000808A (en) * 1988-05-13 1991-03-19 Deviney George L Application of continuous strand material to planar substrates
US5257880A (en) * 1990-07-26 1993-11-02 Graystone Block Co. Retaining wall construction and blocks therefor
US5315802A (en) * 1992-03-25 1994-05-31 Solite Corporation Modular wall system
US5586841A (en) * 1993-03-31 1996-12-24 Societe Civile Des Brevets Henri Vidal Dual purpose modular block for construction of retaining walls
US5649398A (en) * 1994-06-10 1997-07-22 Hexcel-Fyfe L.L.C. High strength fabric reinforced walls
US5479751A (en) * 1994-08-30 1996-01-02 White; James E. Method and apparatus for fabrication of wood substitute containing cement and synthetic resin
US5553436A (en) * 1994-09-16 1996-09-10 Illinois Tool Works Inc. Screen for anchoring a fastener to a hollow block with an adhesive
US5580191A (en) * 1995-02-07 1996-12-03 The Tensar Corporation Marine wall
US5657595A (en) * 1995-06-29 1997-08-19 Hexcel-Fyfe Co., L.L.C. Fabric reinforced beam and column connections
US5937588A (en) * 1995-10-30 1999-08-17 Gard; Marvin Bale with integral load-bearing structural supports
DE29611225U1 (de) * 1996-06-27 1997-10-23 Dätro-Handels-GmbH, 72291 Betzweiler-Wälde Eckarmierung
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Also Published As

Publication number Publication date
ES2317596T3 (es) 2009-04-16
JP2007224712A (ja) 2007-09-06
DE502007000242D1 (de) 2009-01-08
EP1826328A1 (fr) 2007-08-29
CN101024978A (zh) 2007-08-29
DK1826328T3 (da) 2009-03-30
DE102006008658A1 (de) 2007-09-20
PL1826328T3 (pl) 2009-04-30
ATE415526T1 (de) 2008-12-15
US20070199264A1 (en) 2007-08-30

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