EP1826328A1 - Agencement de fixation - Google Patents
Agencement de fixation Download PDFInfo
- Publication number
- EP1826328A1 EP1826328A1 EP07003090A EP07003090A EP1826328A1 EP 1826328 A1 EP1826328 A1 EP 1826328A1 EP 07003090 A EP07003090 A EP 07003090A EP 07003090 A EP07003090 A EP 07003090A EP 1826328 A1 EP1826328 A1 EP 1826328A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- edge
- reinforcement
- anchoring
- building part
- anchorage
- 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
Links
Images
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 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, the material fit, for example, by gluing in the area of Anchorage is attached to the building part.
- the reinforcement absorbs tensile forces of the structural part, which act by acting on the anchorage shear forces and possibly by a spreading effect of 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, a high tensile strength of the reinforcement is achieved.
- the fiber reinforcement adapts to the surface of the building part.
- the reinforcement extends in one direction from the anchorage to the edge of the building part and / or extends in the other direction away from the building part inwards.
- 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 6 provides that the reinforcement is attached to the structural part in a material-locking manner in an area surrounding the anchoring, for example by gluing it on, 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.
- the inventive fastening arrangement 1 shown in FIG. 1 is arranged 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 the building 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)
- Working Measures On Existing Buildindgs (AREA)
- Reinforcement Elements For Buildings (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)
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 true EP1826328A1 (fr) | 2007-08-29 |
EP1826328B1 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)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10508434B2 (en) * | 2017-08-25 | 2019-12-17 | Nutech Ventures | Mechanical connection for concrete structures |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3316574A (en) * | 1965-07-28 | 1967-05-02 | Pare Robert Lee | Road expansion joint |
WO1997001686A1 (fr) * | 1995-06-29 | 1997-01-16 | Hexcel-Fyfe Co., L.L.C. | Poutres et raccords de poutre a armature textile |
EP1033455A1 (fr) * | 1999-03-01 | 2000-09-06 | Freyssinet International Stup | Procédé et dispositif de renforcement d'un ouvrage en béton |
Family Cites Families (38)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US801361A (en) * | 1903-11-14 | 1905-10-10 | John B Clayton | Composite building structure. |
US1421129A (en) * | 1919-04-29 | 1922-06-27 | Cramer Anton Marius | Concrete wall |
US1369294A (en) * | 1919-06-05 | 1921-02-22 | Walter S Painter | Concrete building |
US1519140A (en) * | 1921-08-10 | 1924-12-16 | Herbert M Knight | Building construction |
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 |
DE3247227A1 (de) * | 1982-12-21 | 1984-07-05 | Hilti Ag, Schaan | Verankerungsmittel |
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 |
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 |
US6338597B1 (en) * | 1998-03-27 | 2002-01-15 | Anchor Wall Systems, Inc. | Modular retaining wall system |
US5899040A (en) * | 1997-09-08 | 1999-05-04 | Cerrato; Dominic | Flexible interlocking wall system |
EP1016767A4 (fr) * | 1997-09-16 | 2001-08-01 | Nippon Steel Corp | Structure de renfort d'elements de beton et procede associe |
US5984589A (en) * | 1998-03-10 | 1999-11-16 | Ciccarello; Charles | Wall construction block with retaining pin inserts |
US6758636B2 (en) * | 1998-03-27 | 2004-07-06 | Anchor Wall Systems, Inc. | Segmental retaining wall system |
US6061986A (en) * | 1998-05-06 | 2000-05-16 | Canada; Larry | Reinforced stucco panel and straw insulator wall assembly |
JPH11324339A (ja) * | 1998-05-15 | 1999-11-26 | Kfc Ltd | コンクリート補強方法 |
JP2000054645A (ja) * | 1998-08-04 | 2000-02-22 | Mitsui Constr Co Ltd | コンクリート構造物の補強方法 |
US6152655A (en) * | 1999-05-05 | 2000-11-28 | Hull; Kent D | Masonry block for retaining and freestanding walls |
US6295782B1 (en) * | 1999-06-11 | 2001-10-02 | Edward Robert Fyfe | Stay-in-place form |
US6306997B1 (en) * | 1999-07-29 | 2001-10-23 | Iowa State University Research Foundation, Inc. | Soybean-based adhesive resins and composite products utilizing such adhesives |
JP2001123579A (ja) * | 1999-10-26 | 2001-05-08 | Takao Shoji:Kk | コンクリート補強用シート |
US6367208B1 (en) * | 2000-01-10 | 2002-04-09 | Jerome Campbell | Composite foundation post |
US6547493B2 (en) * | 2001-03-13 | 2003-04-15 | Fiber King, Llp | Modular fiber log erosion and sediment control barrier |
DE20104657U1 (de) * | 2001-03-16 | 2001-06-21 | Lorentz, Karl-Heinz, 66333 Völklingen | Putzprofile |
US6952904B2 (en) * | 2001-07-13 | 2005-10-11 | Reechcraft, Inc. | Mounting system |
US6951080B2 (en) * | 2002-05-10 | 2005-10-04 | Oryzatech Inc. | Culm blocks |
US7207149B2 (en) * | 2002-07-24 | 2007-04-24 | Fyfe Edward R | Anchor and method for reinforcing a structure |
-
2006
- 2006-02-24 DE DE102006008658A patent/DE102006008658A1/de not_active Withdrawn
-
2007
- 2007-02-14 DK DK07003090T patent/DK1826328T3/da active
- 2007-02-14 AT AT07003090T patent/ATE415526T1/de active
- 2007-02-14 PL PL07003090T patent/PL1826328T3/pl unknown
- 2007-02-14 ES ES07003090T patent/ES2317596T3/es active Active
- 2007-02-14 DE DE502007000242T patent/DE502007000242D1/de active Active
- 2007-02-14 EP EP07003090A patent/EP1826328B1/fr not_active Not-in-force
- 2007-02-19 US US11/676,419 patent/US20070199264A1/en not_active Abandoned
- 2007-02-23 JP JP2007044196A patent/JP2007224712A/ja active Pending
- 2007-02-25 CN CNA2007100058021A patent/CN101024978A/zh active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3316574A (en) * | 1965-07-28 | 1967-05-02 | Pare Robert Lee | Road expansion joint |
WO1997001686A1 (fr) * | 1995-06-29 | 1997-01-16 | Hexcel-Fyfe Co., L.L.C. | Poutres et raccords de poutre a armature textile |
EP0835355B1 (fr) * | 1995-06-29 | 2002-10-02 | Fyfe Co. LLC | Poutres et raccords de poutre a armature textile |
EP1033455A1 (fr) * | 1999-03-01 | 2000-09-06 | Freyssinet International Stup | Procédé et dispositif de renforcement d'un ouvrage en béton |
Non-Patent Citations (1)
Title |
---|
DATABASE WPI Week 199709, Derwent World Patents Index; AN 1997-100247, XP002433398 * |
Also Published As
Publication number | Publication date |
---|---|
ES2317596T3 (es) | 2009-04-16 |
ATE415526T1 (de) | 2008-12-15 |
DE502007000242D1 (de) | 2009-01-08 |
EP1826328B1 (fr) | 2008-11-26 |
PL1826328T3 (pl) | 2009-04-30 |
JP2007224712A (ja) | 2007-09-06 |
US20070199264A1 (en) | 2007-08-30 |
DK1826328T3 (da) | 2009-03-30 |
DE102006008658A1 (de) | 2007-09-20 |
CN101024978A (zh) | 2007-08-29 |
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