EP0942118A1 - Verfahren zur Klebeverbindung eines bandförmigen Zuggliedes mit einer Betonoberfläche - Google Patents
Verfahren zur Klebeverbindung eines bandförmigen Zuggliedes mit einer Betonoberfläche Download PDFInfo
- Publication number
- EP0942118A1 EP0942118A1 EP99104111A EP99104111A EP0942118A1 EP 0942118 A1 EP0942118 A1 EP 0942118A1 EP 99104111 A EP99104111 A EP 99104111A EP 99104111 A EP99104111 A EP 99104111A EP 0942118 A1 EP0942118 A1 EP 0942118A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- band
- tension member
- concrete surface
- shaped tension
- grid
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
-
- 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 method for adhesive bonding a band-shaped tension member with a concrete surface by means of a between the concrete surface and the band-shaped Tension member applied adhesive layer.
- an adhesive composite can be chosen, which itself has certain deformability, i.e. a high one Deformation module has, so that a crack opening Expansion compensation in the tension member take place over a length can, which is significantly larger than the increase in crack width.
- Such adhesive composite materials with a high deformation modulus are but because of the creep loss associated with it Permanent anchoring unsuitable.
- the tensile forces must emerge from the tension member via the adhesive layer led out and introduced into the concrete body. This is done via shear stresses in the adhesive layer, that are associated with thrust distortion. This Thrust distortions do not only depend on the thrust module of the Adhesive material, but also on its layer thickness.
- the object of the invention is therefore a method of to train the genus mentioned at the outset so that a defined one Low creep adhesive bond between the band-shaped Tension member and the concrete surface using an adhesive layer is achieved, the layer thickness can be specified precisely and does not change uncontrollably even during the pressing process.
- This grid pattern preferably by a between the Concrete surface and the band-shaped tension member inserted Lattice web is formed, which is for example a fabric, serves as a spacer between the concrete surface and the band-shaped tension member, so that a defined layer thickness can be achieved and maintained.
- the use of the grid pattern leads to the fact that the bond between the concrete surface and the band-shaped tension member essentially only in the area of Lattice openings take place, the choice of Number and width of the grid openings to the adhesive surface can adapt special adhesive properties.
- the adhesive layer is through the mesh reinforced; the entrainment effect of the fabric length Thrust distortion forced. This leads to an equalization the shear stresses and thus the adhesive stresses at the interfaces.
- the grid web is preferably flexible.
- Tissue has proven to be particularly beneficial to fiberglass highlighted because it is highly flexible and corrosion resistant has a high tensile strength.
- the grid web is a perforated sheet or a perforated film.
- the grid path can be shaped with the surface of the band Tension member connected.
- the lattice web preferably the perforated plate or the perforated film, with the bottom of the band-shaped tension member glued, welded or through Melting is connected.
- the grid by profiling the underside of the band-shaped tension member is formed so that a rib or nub-like surface structure arises, whereby the Ribs or knobs serve as spacers.
- a band-shaped tension member 3 is glued on to a concrete body 2, for example from steel lamellas or from carbon fibers reinforced plastic tape.
- the fabric 6 forms a lattice web acting as a spacer between the concrete surface 1 and the band-shaped tension member 3, which ensures that when the underside 4 of the band-shaped tension member 3 provided with the adhesive layer 5 is pressed against the concrete surface 1, a predetermined layer thickness d is maintained.
- stamps consisting of the adhesive material are formed between adjacent fabric threads 6a of the fabric 6, the lateral dimensions of which are determined by the mesh size of the fabric 6 and the height of the layer thickness given by the fabric 6 d corresponds.
- a glass fiber fabric with a thickness of approx. 0.5-1 mm and a mesh size of approx. 2-4 mm are used.
- the Gluing is essentially only in the mesh effective.
- FIG. 2 illustrated embodiment differs from that previously described embodiment essentially characterized in that as a grid path to form the grid Perforated plate 7 between the concrete surface 1 and the underside 4 of the band-shaped tension member 3 is inserted.
- Perforated sheet 7 can also be used a perforated film.
- the adhesive layer 5 is formed in the holes of the perforated plate 7 in the holes of the perforated plate 7 are also "stamps" 5a the adhesive layer 5 is formed.
- the perforated plate 7 or the perforated film can with the underside 4 the band-shaped tension member 3 connected before the gluing process be, for example by gluing, welding or by Melting.
- the embodiment according to FIG. 4 differs from this in that the grid pattern in the area of the adhesive layer 5 is formed in that the underside 4 'of the band-shaped Tension member 3 is profiled and ribs 8, for example has, which come to rest on the concrete surface 1 and between which the "stamp" 5a of the adhesive layer 5 are trained.
- the ductility of the adhesive connection preferably a CBC adhesive connection so increased that one for the Force transmission from the band-shaped tension member and for the Force transmission into the concrete surface 1 cheaper Shear stress curve is reached.
- the Deformability of the adhesive material increased without, however to negatively influence the creep behavior.
Landscapes
- Architecture (AREA)
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Mechanical Engineering (AREA)
- Electrochemistry (AREA)
- Chemical & Material Sciences (AREA)
- Bridges Or Land Bridges (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Adhesive Tapes (AREA)
- Adhesives Or Adhesive Processes (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
Claims (11)
- Verfahren zur Klebeverbindung eines bandförmigen Zuggliedes mit einer Betonoberfläche mittels einer zwischen der Betonoberfläche und dem bandförmigen Zugglied aufgebrachten Kleberschicht, dadurch gekennzeichnet, daß in der Kleberschicht (5) ein Gitterraster (6,7,8) als Abstandhalter zwischen der Betonoberfläche (1) und dem bandförmigen Zugglied (3) angeordnet ist.
- Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß das Gitterraster durch eine zwischen die Betonoberfläche (1) und das bandförmige Zugglied (3) eingelegte Gitterbahn (6,7) gebildet wird.
- Verfahren nach Anspruch 2, dadurch gekennzeichnet, daß die Gitterbahn (6,7) flexibel ist.
- Verfahren nach Anspruch 2, dadurch gekennzeichnet, daß die Gitterbahn ein Gewebe (6) ist.
- Verfahren nach Anspruch 4, dadurch gekennzeichnet, daß das Gewebe (6) ein Glasfasergewebe ist.
- Verfahren nach Anspruch 4, dadurch gekennzeichnet, daß das Gewebe (6) ca. 0,5-1 mm dick ist.
- Verfahren nach Anspruch 4, dadurch gekennzeichnet, daß das Gewebe (6) eine Maschenweite von ca. 2-4 mm aufweist.
- Verfahren nach Anspruch 2, dadurch gekennzeichnet, daß die Gitterbahn ein Lochblech (7) oder eine Lochfolie ist.
- Verfahren nach einem der Ansprüche 1-8, dadurch gekennzeichnet, daS die Gitterbahn (6, 7) mit der Oberfläche (4) des bandförmigen Zuggliedes (3) verbunden ist.
- Verfahren nach Anspruch 9, dadurch gekennzeichnet, daß die Gitterbahn (6, 7) vorzugsweise das Lochblech (7) oder die Lochfolie, mit der Unterseite (4) des bandförmigen Zuggliedes (3) verklebt, verschweißt oder durch Aufschmelzen verbunden ist.
- Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß das Gitterraster durch eine Profilierung (8) der zu verklebenden Unterseite (4) des bandförmigen Zuggliedes (3) gebildet wird.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK99104111T DK0942118T3 (da) | 1998-03-10 | 1999-03-02 | Fremgangsmåde til en klæbeforbindelse af et båndformet trækelement med en betonoverflade |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19810179 | 1998-03-10 | ||
DE19810179A DE19810179A1 (de) | 1998-03-10 | 1998-03-10 | Verfahren zur Klebeverbindung eines bandförmigen Zuggliedes mit einer Betonoberfläche |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0942118A1 true EP0942118A1 (de) | 1999-09-15 |
EP0942118B1 EP0942118B1 (de) | 2004-10-27 |
Family
ID=7860293
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99104111A Expired - Lifetime EP0942118B1 (de) | 1998-03-10 | 1999-03-02 | Verfahren zur Klebeverbindung eines bandförmigen Zuggliedes mit einer Betonoberfläche |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0942118B1 (de) |
AT (1) | ATE280874T1 (de) |
DE (2) | DE19810179A1 (de) |
DK (1) | DK0942118T3 (de) |
HK (1) | HK1022731A1 (de) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002036902A1 (en) * | 2000-10-30 | 2002-05-10 | Maintenance Professional Co., Ltd. | Composite panel for repairing, reinforcing con'c body and method of using the same |
EP1437459A1 (de) * | 2001-09-25 | 2004-07-14 | Structural Quality Assurance, Inc. | Verstärkungsmaterial und verstärkungskonstruktion für konstruktion und verfahren zum konstruieren von verstärkungsmaterial |
EP2679745A3 (de) * | 2012-06-26 | 2015-10-21 | Bilfinger SE | Bauteil und Verfahren zur Bewehrung eines Bauteils |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104746891B (zh) * | 2015-01-29 | 2017-02-22 | 安徽省金田建筑设计咨询有限责任公司 | 砌体结构粘钢补强的施工方法 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4071996A (en) * | 1971-11-02 | 1978-02-07 | Kajima Kensetsu Kabushiki Kaisha | Process for reinforcing reinforced concrete post |
DE3411673A1 (de) * | 1984-03-29 | 1985-10-03 | Richard Dipl.-Ing. 8332 Massing Laumer | Verfahren und stahlverstaerkungselement zur nachtraeglichen armierung von betonkonstruktionen |
FR2718771A1 (fr) * | 1994-04-14 | 1995-10-20 | Gosselin Claude | Procédé de consolidation de structures en béton. |
JPH09250246A (ja) * | 1996-03-15 | 1997-09-22 | Denki Kagaku Kogyo Kk | コンクリート構造物の補強方法及び補強構造 |
DE19742210A1 (de) | 1997-09-24 | 1999-03-25 | Goehler Bernhard Dipl Ing | Verfahren und bandförmiges Zugglied zur Ertüchtigung und/oder Sanierung von Stahlbeton- oder Spannbeton-Tragwerken sowie Vorrichtung zur Durchführung des Vefahrens |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2130773A1 (de) * | 1970-07-02 | 1972-04-13 | Iskra Zd Za Avtomatizacijo V Z | Klebstoff zum Kleben mit genau bestimmtem Abstand |
DE3150844A1 (de) * | 1981-12-22 | 1983-06-30 | Max Planck Gesellschaft zur Förderung der Wissenschaften e.V., 3400 Göttingen | Verfahren und klebstoff zum verkleben von bauteilen |
JP2944024B2 (ja) * | 1994-12-02 | 1999-08-30 | ショーボンド建設株式会社 | 鉄筋コンクリート構造物の補強方法 |
DE29509295U1 (de) * | 1995-06-07 | 1995-08-24 | Erlus Baustoffwerke AG, 84088 Neufahrn | Aus miteinander verklebten Mauersteinen erstelltes Bauwerk |
-
1998
- 1998-03-10 DE DE19810179A patent/DE19810179A1/de not_active Withdrawn
-
1999
- 1999-03-02 DE DE59910921T patent/DE59910921D1/de not_active Expired - Lifetime
- 1999-03-02 DK DK99104111T patent/DK0942118T3/da active
- 1999-03-02 EP EP99104111A patent/EP0942118B1/de not_active Expired - Lifetime
- 1999-03-02 AT AT99104111T patent/ATE280874T1/de active
-
2000
- 2000-03-14 HK HK00101562A patent/HK1022731A1/xx not_active IP Right Cessation
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4071996A (en) * | 1971-11-02 | 1978-02-07 | Kajima Kensetsu Kabushiki Kaisha | Process for reinforcing reinforced concrete post |
DE3411673A1 (de) * | 1984-03-29 | 1985-10-03 | Richard Dipl.-Ing. 8332 Massing Laumer | Verfahren und stahlverstaerkungselement zur nachtraeglichen armierung von betonkonstruktionen |
FR2718771A1 (fr) * | 1994-04-14 | 1995-10-20 | Gosselin Claude | Procédé de consolidation de structures en béton. |
JPH09250246A (ja) * | 1996-03-15 | 1997-09-22 | Denki Kagaku Kogyo Kk | コンクリート構造物の補強方法及び補強構造 |
DE19742210A1 (de) | 1997-09-24 | 1999-03-25 | Goehler Bernhard Dipl Ing | Verfahren und bandförmiges Zugglied zur Ertüchtigung und/oder Sanierung von Stahlbeton- oder Spannbeton-Tragwerken sowie Vorrichtung zur Durchführung des Vefahrens |
Non-Patent Citations (1)
Title |
---|
DATABASE WPI Section Ch Week 9748, Derwent World Patents Index; Class A93, AN 97-522384, XP002105153 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002036902A1 (en) * | 2000-10-30 | 2002-05-10 | Maintenance Professional Co., Ltd. | Composite panel for repairing, reinforcing con'c body and method of using the same |
EP1437459A1 (de) * | 2001-09-25 | 2004-07-14 | Structural Quality Assurance, Inc. | Verstärkungsmaterial und verstärkungskonstruktion für konstruktion und verfahren zum konstruieren von verstärkungsmaterial |
EP1437459A4 (de) * | 2001-09-25 | 2005-07-06 | Structural Quality Assurance I | Verstärkungsmaterial und verstärkungskonstruktion für konstruktion und verfahren zum konstruieren von verstärkungsmaterial |
EP2679745A3 (de) * | 2012-06-26 | 2015-10-21 | Bilfinger SE | Bauteil und Verfahren zur Bewehrung eines Bauteils |
Also Published As
Publication number | Publication date |
---|---|
DE59910921D1 (de) | 2004-12-02 |
ATE280874T1 (de) | 2004-11-15 |
DK0942118T3 (da) | 2005-03-07 |
HK1022731A1 (en) | 2000-08-18 |
DE19810179A1 (de) | 1999-09-16 |
EP0942118B1 (de) | 2004-10-27 |
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