EP2182139A2 - Method for attaching a reinforcement or cladding to an existing builing part and building part with attached reinforcement or cladding - Google Patents
Method for attaching a reinforcement or cladding to an existing builing part and building part with attached reinforcement or cladding Download PDFInfo
- Publication number
- EP2182139A2 EP2182139A2 EP09013653A EP09013653A EP2182139A2 EP 2182139 A2 EP2182139 A2 EP 2182139A2 EP 09013653 A EP09013653 A EP 09013653A EP 09013653 A EP09013653 A EP 09013653A EP 2182139 A2 EP2182139 A2 EP 2182139A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- component
- reinforcing mat
- cement mortar
- fabric layers
- formwork
- 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
- 238000000034 method Methods 0.000 title claims abstract description 14
- 230000002787 reinforcement Effects 0.000 title claims abstract description 14
- 238000005253 cladding Methods 0.000 title description 6
- 239000004567 concrete Substances 0.000 claims abstract description 21
- 239000004744 fabric Substances 0.000 claims abstract description 18
- 239000000203 mixture Substances 0.000 claims abstract description 18
- 239000011083 cement mortar Substances 0.000 claims abstract description 17
- 238000009415 formwork Methods 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 239000000945 filler Substances 0.000 claims description 10
- 239000000835 fiber Substances 0.000 claims description 6
- 230000009969 flowable effect Effects 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 150000001875 compounds Chemical class 0.000 claims 1
- 238000004873 anchoring Methods 0.000 abstract description 3
- 239000004568 cement Substances 0.000 abstract 3
- 238000009499 grossing Methods 0.000 abstract 3
- 238000003825 pressing Methods 0.000 abstract 1
- 101100495256 Caenorhabditis elegans mat-3 gene Proteins 0.000 description 5
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 239000004574 high-performance concrete Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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 method for attaching a reinforcing or cladding layer of hydraulically settable material of a cement mortar or concrete mixture to a component by attaching a multi-layer reinforcement mat on the component and provides a formwork and flowable in the space between the formwork and the component Cement mortar or concrete mixture fills.
- the invention has for its object to be able to dispense with such a formwork for attaching a reinforcing or cladding layer on a particular existing concrete component.
- the method according to the invention is characterized in that one introduces a filler of hydraulically settable material to form the formwork in the outer fabric layers of the reinforcing mat and allow it to harden before filling the cement mortar or concrete mixture.
- the filling can preferably be carried out by pumping / injection or by pouring in the cement mortar or concrete mix. On the skin consisting of putty skin can then be applied in a conventional manner a plaster.
- the component according to the invention in particular concrete component, has the structure described in claim 7.
- FIGS. 1 to 5 show various reinforcement or lining structures.
- a putty preferably a filler mortar, introduced from hydraulically settable material of a cement mortar or concrete mixture by impressions or preferably infiltration by means of a hose.
- This filler is allowed to harden to form a rigid outer skin, whereby a formwork 1 is formed.
- a cement mortar or concrete mixture 2 containing preferably a concrete additive body introduced by pumping / injection or by pouring.
- the outer skin can then, if desired, plastered.
- the fabric layers integrated in the outer skin preferably have lower wire thicknesses and mesh sizes than the inner fabric layers.
- the inventive method makes it possible, in particular perpendicular, inclined or inclined components with an outer reinforcement or cladding layer of z. Micro-reinforced high performance concrete without the use of e.g. to provide a steel formwork. By attaching the reinforcement mat with the subsequent puttying and the subsequent filling of a cement mortar or concrete mixture is compared to the conventional scarfing a simplified method for attaching a reinforcement or cladding layer to an existing component created.
- the substantially rigid putty used according to the invention differs from the essentially free-flowing, hydraulically settable material filled between the outer skin or formwork and the existing component by its consistency, which is defined by the so-called "slump dimension" as a characteristic for flowability.
- a putty is preferably used whose slump is in the range of about 50% of the slump of the flowable material filled between the formwork formed in situ and the component.
- the workability of the filler is improved, whereby an additional positive effect by increasing the fire protection properties of the outer skin occurs.
- any other material can also be used as a filler in order to satisfy a wide variety of requirements.
- the reinforcement mat 3 is preferably fastened to the component 4 by means of mechanical anchoring elements 5.
- the reinforcing mat 3 can according to FIG. 4 preferably also consist of fabric layers 3a, 3b with different wire sizes and mesh sizes.
- the reinforcing mat 3 is mounted at a distance from the component 1.
- the inventive method is preferably suitable for the subsequent reinforcement of existing components in the form of columns or pillars, walls, containers, ceilings, in particular ceiling bottoms.
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)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren zum Anbringen einer Verstärkungs- bzw. Verkleidungsschicht aus hydraulisch abbindbarem Material aus einem Zementmörtel- oder Betongemisch an einem Bauteil, indem man an dem Bauteil eine mehrlagige Bewehrungsmatte anbringt und eine Schalung vorsieht und in den Raum zwischen Schalung und dem Bauteil fließfähiges Zement- mörtel- oder Betongemisch einfüllt.The invention relates to a method for attaching a reinforcing or cladding layer of hydraulically settable material of a cement mortar or concrete mixture to a component by attaching a multi-layer reinforcement mat on the component and provides a formwork and flowable in the space between the formwork and the component Cement mortar or concrete mixture fills.
Ein derartiges Verfahren ist in der Zeitschrift "
Der Erfindung liegt die Aufgabe zugrunde, zum Anbringen einer Verstärkungs- bzw. Verkleidungsschicht auf einem insbesondere aus Beton bestehendem Bauteil auf eine solche Schalung verzichten zu können.The invention has for its object to be able to dispense with such a formwork for attaching a reinforcing or cladding layer on a particular existing concrete component.
Zur Lösung dieser Aufgabe ist das erfindungsgemäße Verfahren dadurch gekennzeichnet, dass man zur Bildung der Schalung in die äußeren Gewebelagen der Bewehrungsmatte eine Spachtelmasse aus hydraulisch abbindbarem Material einbringt und diese vor dem Einfüllen des Zementmörtel- oder Betongemisches aushärten lässt.To solve this problem, the method according to the invention is characterized in that one introduces a filler of hydraulically settable material to form the formwork in the outer fabric layers of the reinforcing mat and allow it to harden before filling the cement mortar or concrete mixture.
Das Einfüllen kann vorzugsweise durch Pumpen/Injektion oder durch Einschütten des Zementmörtel- oder Betongemischs erfolgen. Auf die aus Spachtelmasse bestehende Außenhaut kann anschließend in üblicher Weise ein Putz aufgetragen werden.The filling can preferably be carried out by pumping / injection or by pouring in the cement mortar or concrete mix. On the skin consisting of putty skin can then be applied in a conventional manner a plaster.
Das erfindungsgemäße Bauteil, insbesondere Betonbauteil, hat den im Anspruch 7 beschriebenen Aufbau.The component according to the invention, in particular concrete component, has the structure described in claim 7.
Die Erfindung wird im Folgenden an Hand der
In einem ersten Schritt wird gemäß
- flächig zur Anlage gebracht, oder
- mit Abstand von dem
Bauteil 4 an diesem befestigt, vorzugsweise mittels mechanischer Verankerungsmittel.
- flat to the plant, or
- at a distance from the
component 4 attached thereto, preferably by means of mechanical anchoring means.
In die äußeren Gewebelagen der Bewehrungsmatte 3 wird in einem zweiten Schritt gemäß
Das erfindungsgemäße Verfahren ermöglicht es, insbesondere senkrecht, schräg oder geneigt stehende Bauteile mit einer äußeren Verstärkungs- oder Verkleidungsschicht aus z. B. mikrobewehrtem Hochleistungsbeton ohne die Verwendung z.B. einer Stahlschalung zu versehen. Durch das Anbringen der Bewehrungsmatte mit dem anschließenden Spachtelvorgang und dem anschließenden Einfüllen eines Zementmörtel- oder Betongemischs wird im Vergleich zum herkömmlichen Schalverfahren ein vereinfachtes Verfahren zum Anbringen einer Verstärkungs- oder Verkleidungsschicht an einem bestehendem Bauteil geschaffen.The inventive method makes it possible, in particular perpendicular, inclined or inclined components with an outer reinforcement or cladding layer of z. Micro-reinforced high performance concrete without the use of e.g. to provide a steel formwork. By attaching the reinforcement mat with the subsequent puttying and the subsequent filling of a cement mortar or concrete mixture is compared to the conventional scarfing a simplified method for attaching a reinforcement or cladding layer to an existing component created.
Die erfindungsgemäß verwendete, im wesentlichen steife Spachtelmasse unterscheidet sich von dem im wesentlichen fließfähigen, zwischen die Außenhaut bzw. Schalung und das bestehende Bauteil eingefüllte hydraulisch abbindbare Material durch seine Konsistenz, die definiert ist durch das sogenannte "Ausbreitmaß" als Kennzeichen für die Fließfähigkeit. Erfindungsgemäß wird vorzugsweise eine Spachtelmasse eingesetzt, deren Ausbreitmaß im Bereich von ca. 50 % des Ausbreitmaßes des zwischen die in situ gebildete Schalung und dem Bauteil eingefüllten fließfähigen Materials liegt.The substantially rigid putty used according to the invention differs from the essentially free-flowing, hydraulically settable material filled between the outer skin or formwork and the existing component by its consistency, which is defined by the so-called "slump dimension" as a characteristic for flowability. According to the invention, a putty is preferably used whose slump is in the range of about 50% of the slump of the flowable material filled between the formwork formed in situ and the component.
Durch Verwendung einer Spachtelmasse, die als Füllstoff Fasern, insbesondere Kunststofffasern, enthält, wird die Verarbeitbarkeit der Spachtelmasse verbessert, wodurch auch ein zusätzlicher positiver Effekt durch die Erhöhung der Brandschutzeigenschaften der Außenhaut eintritt.By using a putty which contains as a filler fibers, especially plastic fibers, the workability of the filler is improved, whereby an additional positive effect by increasing the fire protection properties of the outer skin occurs.
Als Füllstoff kann grundsätzlich auch jedes andere Material verwendet werden, um den unterschiedlichsten Anforderungen Genüge zu leisten.In principle, any other material can also be used as a filler in order to satisfy a wide variety of requirements.
Die Bewehrungsmatte 3 wird vorzugsweise mittels mechanischer Verankerungselemente 5 an dem Bauteil 4 befestigt.The
Die Bewehrungsmatte 3 kann gemäß
Gemäß
Das erfindungsgemäße Verfahren eignet sich vorzugsweise zur nachträglichen Verstärkung von bestehenden Bauteilen in Form von Stützen bzw. Pfeilern, Wänden, Behältern, Decken, insbesondere Deckenunterseiten.The inventive method is preferably suitable for the subsequent reinforcement of existing components in the form of columns or pillars, walls, containers, ceilings, in particular ceiling bottoms.
Claims (15)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL09013653T PL2182139T3 (en) | 2008-10-30 | 2009-10-30 | Method for attaching a reinforcement or cladding to an existing builing part and building part with attached reinforcement or cladding |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102008053978A DE102008053978B4 (en) | 2008-10-30 | 2008-10-30 | A method of attaching a reinforcement or cladding to an existing component as well as a component with a reinforcement or cladding layer attached thereto |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2182139A2 true EP2182139A2 (en) | 2010-05-05 |
EP2182139A3 EP2182139A3 (en) | 2012-05-30 |
EP2182139B1 EP2182139B1 (en) | 2016-09-28 |
Family
ID=41682235
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09013653.2A Active EP2182139B1 (en) | 2008-10-30 | 2009-10-30 | Method for attaching a reinforcement or cladding to an existing builing part and building part with attached reinforcement or cladding |
Country Status (5)
Country | Link |
---|---|
US (1) | US8397457B2 (en) |
EP (1) | EP2182139B1 (en) |
DE (1) | DE102008053978B4 (en) |
ES (1) | ES2608634T3 (en) |
PL (1) | PL2182139T3 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2015197620A1 (en) | 2014-06-23 | 2015-12-30 | RATHENOW JöRG | Method and sealing layer for finishing materials |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8572918B1 (en) * | 2009-09-29 | 2013-11-05 | Shanghai One Gold Energy-Saving Technology Co., Ltd. | External insulated wall provided with reinforced polystyrene laminate anchored by mechanical fixing device |
US20160222660A1 (en) * | 2015-02-04 | 2016-08-04 | Rodney I. Smith | Prefabricated building panel |
JP6478834B2 (en) * | 2015-06-25 | 2019-03-06 | 有限会社マサクリーン | How to prevent flaking of concrete pieces |
JP2018003418A (en) * | 2016-06-30 | 2018-01-11 | リノ・ハピア株式会社 | Outer wall reinforcement method |
KR101994852B1 (en) * | 2017-11-21 | 2019-07-01 | 한국건설기술연구원 | Concrete structure using reinforcing member reinforced by embedded grid, and repairing and strengthening method for the same |
Citations (5)
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JPH10729A (en) * | 1996-06-13 | 1998-01-06 | Idemitsu N S G Kk | Laminate and manufacture thereof |
JPH11324338A (en) * | 1998-05-14 | 1999-11-26 | Masatoshi Okura | Method for reinforcing structure |
WO2008003276A2 (en) * | 2006-07-07 | 2008-01-10 | Ducostone Gmbh | Plate-shaped structural component |
WO2009049571A1 (en) * | 2007-10-17 | 2009-04-23 | Ducon Gmbh | Structural element, particularly plate-shaped structural element made of concrete and concrete aggregate material |
DE102008052881A1 (en) * | 2008-10-23 | 2010-05-06 | Hauser, Stephan, Dr.-Ing. | Method for applying covering at concrete component, involves providing flat reinforcement mesh to component, where reinforcement mesh comprises three fabric layers with wire gauge in range of zero point five millimeters |
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-
2008
- 2008-10-30 DE DE102008053978A patent/DE102008053978B4/en not_active Expired - Fee Related
-
2009
- 2009-10-24 US US12/605,322 patent/US8397457B2/en active Active
- 2009-10-30 ES ES09013653.2T patent/ES2608634T3/en active Active
- 2009-10-30 EP EP09013653.2A patent/EP2182139B1/en active Active
- 2009-10-30 PL PL09013653T patent/PL2182139T3/en unknown
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10729A (en) * | 1996-06-13 | 1998-01-06 | Idemitsu N S G Kk | Laminate and manufacture thereof |
JPH11324338A (en) * | 1998-05-14 | 1999-11-26 | Masatoshi Okura | Method for reinforcing structure |
WO2008003276A2 (en) * | 2006-07-07 | 2008-01-10 | Ducostone Gmbh | Plate-shaped structural component |
WO2009049571A1 (en) * | 2007-10-17 | 2009-04-23 | Ducon Gmbh | Structural element, particularly plate-shaped structural element made of concrete and concrete aggregate material |
DE102008052881A1 (en) * | 2008-10-23 | 2010-05-06 | Hauser, Stephan, Dr.-Ing. | Method for applying covering at concrete component, involves providing flat reinforcement mesh to component, where reinforcement mesh comprises three fabric layers with wire gauge in range of zero point five millimeters |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2015197620A1 (en) | 2014-06-23 | 2015-12-30 | RATHENOW JöRG | Method and sealing layer for finishing materials |
Also Published As
Publication number | Publication date |
---|---|
PL2182139T3 (en) | 2017-06-30 |
DE102008053978A1 (en) | 2010-06-10 |
ES2608634T3 (en) | 2017-04-12 |
EP2182139A3 (en) | 2012-05-30 |
DE102008053978B4 (en) | 2012-01-05 |
US20100107537A1 (en) | 2010-05-06 |
EP2182139B1 (en) | 2016-09-28 |
US8397457B2 (en) | 2013-03-19 |
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