EP1318247A1 - Concrete structure - Google Patents

Concrete structure Download PDF

Info

Publication number
EP1318247A1
EP1318247A1 EP01129090A EP01129090A EP1318247A1 EP 1318247 A1 EP1318247 A1 EP 1318247A1 EP 01129090 A EP01129090 A EP 01129090A EP 01129090 A EP01129090 A EP 01129090A EP 1318247 A1 EP1318247 A1 EP 1318247A1
Authority
EP
European Patent Office
Prior art keywords
concrete structure
reinforcement
fabric
electrically conductive
structure according
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.)
Withdrawn
Application number
EP01129090A
Other languages
German (de)
French (fr)
Inventor
Heinz Bänziger
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.)
Sika Schweiz AG
Original Assignee
Sika Schweiz 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 Sika Schweiz AG filed Critical Sika Schweiz AG
Priority to EP01129090A priority Critical patent/EP1318247A1/en
Publication of EP1318247A1 publication Critical patent/EP1318247A1/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • CCHEMISTRY; METALLURGY
    • C23COATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; CHEMICAL SURFACE TREATMENT; DIFFUSION TREATMENT OF METALLIC MATERIAL; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL
    • C23FNON-MECHANICAL REMOVAL OF METALLIC MATERIAL FROM SURFACE; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL; MULTI-STEP PROCESSES FOR SURFACE TREATMENT OF METALLIC MATERIAL INVOLVING AT LEAST ONE PROCESS PROVIDED FOR IN CLASS C23 AND AT LEAST ONE PROCESS COVERED BY SUBCLASS C21D OR C22F OR CLASS C25
    • C23F13/00Inhibiting corrosion of metals by anodic or cathodic protection
    • C23F13/02Inhibiting corrosion of metals by anodic or cathodic protection cathodic; Selection of conditions, parameters or procedures for cathodic protection, e.g. of electrical conditions
    • C23F13/06Constructional parts, or assemblies of cathodic-protection apparatus
    • C23F13/08Electrodes specially adapted for inhibiting corrosion by cathodic protection; Manufacture thereof; Conducting electric current thereto
    • C23F13/16Electrodes characterised by the combination of the structure and the material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • CCHEMISTRY; METALLURGY
    • C23COATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; CHEMICAL SURFACE TREATMENT; DIFFUSION TREATMENT OF METALLIC MATERIAL; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL
    • C23FNON-MECHANICAL REMOVAL OF METALLIC MATERIAL FROM SURFACE; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL; MULTI-STEP PROCESSES FOR SURFACE TREATMENT OF METALLIC MATERIAL INVOLVING AT LEAST ONE PROCESS PROVIDED FOR IN CLASS C23 AND AT LEAST ONE PROCESS COVERED BY SUBCLASS C21D OR C22F OR CLASS C25
    • C23F2201/00Type of materials to be protected by cathodic protection
    • C23F2201/02Concrete, e.g. reinforced

Definitions

  • the invention relates to a concrete structure that is cathodic Corrosion protection with simultaneous reinforcement of buildings is suitable and can be used especially in the context of renovation processes.
  • Cathodic protection against corrosion is a known method to protect iron.
  • a sacrificial anode due to its opposite the metal to be protected with greater electropositivity is gradually oxidized and goes into solution.
  • Another possibility is in the literature "Concrete repair with a system", IP Bau 1993, ISBN 3-905234-71-8, chapter 3.2 describes where a titanium mesh with external potential attached to it is proposed for cathodic corrosion protection.
  • points Titanium has a considerable weight and is also very expensive and therefore uneconomical. It also makes it economically justifiable no substantial reinforcement of the concrete structure in mechanical terms reached.
  • a concrete structure according to the invention With the help of a concrete structure according to the invention, a practical and economical way provided to both the requirements of preventive corrosion protection, as well as the Possibility to retrofit already attacked ones Combining buildings effectively in a single measure.
  • the concrete structure according to the invention can also be used Resilience of an existing building may be retroactive take increased requirements into account, without a demolition or complete redesign is required.
  • the concrete structure according to the invention has a layer of reinforced concrete with a conductive reinforcement embedded in it and one on top of it arranged adhesive layer with a conductive embedded therein Fabric and is characterized in that the conductive fabric and the reinforcement does not contact each other directly and that, moreover an electrical potential between the conductive fabric and the reinforcement is created.
  • it is in the conductive fabric around carbon fibers or a blended fabric.
  • Such a particularly preferred blended fabric also has Carbon fibers also metal fibers, preferably metal fibers on the Base of iron, steel, copper and / or titanium as well as suitable alloys.
  • Another preferred embodiment of the concrete structure has a Adhesive layer based on a conductive adhesive, in particular an adhesive in the metal fibers and / or carbon and / or conductive Pigments are embedded.
  • the invention relates to a building, which has such a concrete structure.
  • a process for cathodic corrosion protection with simultaneous Reinforcement of buildings and a method for renovation and Reinforcement of structures provided, which thereby are characterized in that one in each of these structures Concrete structure of the type described above or such Concrete structure set up afterwards.
  • the adhesive layer arranged on the concrete layer can on a Acrylate adhesive, an epoxy adhesive, a polyurethane adhesive or one Mixture of these are based. Adequate is essential to the invention Intrinsic strength of the adhesive and good adhesion to both the Concrete layer, as well as on the embedded conductive fabric.
  • a particularly preferred embodiment of the concrete structure has as Adhesive layer on an electrically conductive adhesive, in the metal fibers and / or carbon and / or conductive pigments are embedded.
  • the conductive fabric is preferably carbon fibers with preferably high tensile strength, in particular a mixed fabric based on carbon fibers and metal fibers. In the latter case, iron fibers, steel fibers, titanium fibers and / or copper fibers or alloys thereof are particularly preferred.
  • the carbon fibers can of course also be vapor-coated with electrically conductive metal or coated in some other way.
  • the fabric and the reinforcement must not contact each other directly.
  • an electrical potential is applied between the conductive fabric and the reinforcement.
  • the current flow between the electrodes preferably corresponds to the number range from 0.1 to 4 A / m 2 . The range from 0.5 to 1 A / m 2 is preferred.
  • the electrical potential can be applied with the aid of a current source of the prior art of any type, for example with common batteries or accumulators, a direct current source being preferred.
  • the fabric can be woven or knitted unidirectionally or polydirectionally, but this is not essential to the invention. Bundles of carbon fibers are also suitable embedded in a matrix.
  • the concrete structure according to the invention can be used without restriction in all customary buildings and civil engineering structures. In particular, a practical device or arrangement for cathodic corrosion protection with simultaneous reinforcement of buildings is provided in the form of the present invention, which has a concrete structure described above as the central element.
  • the invention relates to a method for cathodic Corrosion protection with simultaneous reinforcement of all structures of the Civil engineering, which is characterized in that one in or on this structure provides a concrete structure as described above or subsequently set up such a concrete structure.
  • the invention relates to a method for renovation and Reinforcement of all buildings in civil engineering, which thereby is characterized in that one of these structures above provides concrete structure described or such a concrete structure subsequently set up.

Abstract

Concrete structure comprises a layer of reinforced concrete with an electrically conducting reinforcement embedded in it; and an adhesive layer with an electrically conducting fabric embedded in it. The fabric and the reinforcement are not in direct contact with each other. An electrical potential is applied between the fabric and the reinforcement. <??>An Independent claim is also included for a process for the reconstruction and reinforcement of buildings using the concrete structure. <??>Preferred Features: The fabric is made from carbon fibers or from a mixture of carbon fibers and metal fibers based on iron, steel, copper, titanium and/or their alloys. The adhesive layer comprises an adhesive containing embedded metal fibers, carbon and/or conducting pigments.

Description

Die Erfindung betrifft eine Betonstruktur, die sich zum kathodischen Korrosionsschutz bei gleichzeitiger Verstärkung von Bauwerken eignet und insbesondere im Rahmen von Sanierungsverfahren verwendet werden kann.The invention relates to a concrete structure that is cathodic Corrosion protection with simultaneous reinforcement of buildings is suitable and can be used especially in the context of renovation processes.

Der kathodische Korrsionsschutz ist ein an sich bekanntes Verfahren zum Schutz von Eisen. Zur Verhinderung der Korrosion wird nach dem Stand der Technik häufig eine Opferanode eingesetzt, die aufgrund ihrer gegenüber dem zu schützenden Metall grösseren Elektropositivität allmählich oxidiert wird und in Lösung geht. Eine weitere Möglichkeit ist in der Literaturstelle "Betoninstandsetzung mit System", IP Bau 1993, ISBN 3-905234-71-8, Kapitel 3.2 beschrieben, wo ein Titannetz mit daran angelegtem, äusseren Potential für den kathodischen Korrosionsschutz vorgeschlagen wird. Allerdings weist Titan ein beträchtliches Gewicht auf und ist ausserdem sehr teuer und somit unwirtschaftlich. Zudem wird dadurch mit wirtschaftlich vertretbarem Aufwand keine substantielle Verstärkung der Betonstruktur in mechanischer Hinsicht erreicht.Cathodic protection against corrosion is a known method to protect iron. To prevent corrosion, according to the state technology often used a sacrificial anode, due to its opposite the metal to be protected with greater electropositivity is gradually oxidized and goes into solution. Another possibility is in the literature "Concrete repair with a system", IP Bau 1993, ISBN 3-905234-71-8, chapter 3.2 describes where a titanium mesh with external potential attached to it is proposed for cathodic corrosion protection. However, points Titanium has a considerable weight and is also very expensive and therefore uneconomical. It also makes it economically justifiable no substantial reinforcement of the concrete structure in mechanical terms reached.

Auch andere, bekannte Systeme zum Schutz, bzw. zur mechanischen Verstärkung von Betonstrukturen weisen jedoch verschiedene schwerwiegende Nachteile auf. In der Praxis ist es beispielsweise üblich, Betonstrukturen des Standes der Technik durch Einbettung von Stahlplatten zu verstärken. Auch diese weisen indes ein erhebliches Gewicht auf und sind daher schwierig zu handhaben und zu applizieren. Zudem lässt sich dadurch die Armierung in keiner Weise gegen Korrosion schützen. Other known systems for protection or mechanical Reinforcing concrete structures, however, have several serious disadvantages. In practice, for example, it is common Prior art concrete structures by embedding steel plates strengthen. However, these also have a considerable weight and are therefore difficult to handle and apply. In addition, do not protect the reinforcement against corrosion in any way.

Aufgabe und LösungTask and solution

Es ist daher Aufgabe der vorliegenden Erfindung, die Nachteile des bestehenden Standes der Technik zu überwinden und eine Betonstruktur zur Verfügung zu stellen, die sowohl die vorhandene Armierung wirksam gegen Korrosion schützt, als auch gleichzeitig eine Verstärkung des Betons bewirkt. Mit Hilfe einer erfindungsgemässen Betonstruktur wird insbesondere eine praktische und wirtschaftliche Möglichkeit zur Verfügung gestellt, um sowohl die Anforderungen eines präventiven Korrosionsschutzes, als auch die Möglichkeit zur nachträglichen Sanierung von bereits angegriffenen Bauwerken wirkungsvoll in einer einzigen Massnahme zu kombinieren. Zudem kann man auch mit Hilfe einer erfindungsgemässen Betonstruktur die Belastbarkeit eines bestehenden Bauwerks nachträglich den möglicherweise gestiegenen Anforderungen Rechnung tragen, ohne dass ein Abriss, bzw. eine völlige Neukonstruktion erforderlich wird.It is therefore an object of the present invention to overcome the disadvantages of to overcome existing state of the art and a concrete structure for To provide effective against both the existing reinforcement Corrosion protects and at the same time reinforces the concrete. With the help of a concrete structure according to the invention, a practical and economical way provided to both the requirements of preventive corrosion protection, as well as the Possibility to retrofit already attacked ones Combining buildings effectively in a single measure. In addition, the concrete structure according to the invention can also be used Resilience of an existing building may be retroactive take increased requirements into account, without a demolition or complete redesign is required.

Zusammenfassende Beschreibung der ErfindungSummary description of the invention

Die erfindungsgemässe Betonstruktur weist eine Schicht Stahlbeton mit einer darin eingebetteten, leitfähigen Armierung und einer darauf angeordneten Klebstoffschicht mit einem darin eingebetteten leitfähigen Gewebe auf und ist dadurch gekennzeichnet, dass das leitfähige Gewebe und die Armierung einander nicht direkt kontaktieren und dass ausserdem zwischen dem leitfähigen Gewebe und der Armierung ein elektrisches Potential angelegt ist. Im Rahmen einer bevorzugten Ausführungsform handelt es sich bei dem leitfähigen Gewebe um Kohlenstofffasern oder um ein Mischgewebe. Ein derartiges, besonders bevorzugtes Mischgewebe weist neben Kohlenstofffasern auch Metallfasern auf, vorzugsweise Metallfasern auf der Basis von Eisen, Stahl, Kupfer und/oder Titan sowie geeigneten Legierungen. Eine weitere, bevorzugte Ausführungsform der Betonstruktur weist eine Klebstoffschicht auf der Basis eines leitfähigen Klebstoffs auf, insbesondere eines Klebstoffs, in den Metallfasern und/oder Kohlenstoff und/oder leitende Pigmente eingebettet sind. Ferner bezieht sich die Erfindung auf ein Bauwerk, das eine derartige Betonstruktur aufweist. Zudem bezieht sich eine weitere Ausführungsform der Erfindung auf eine Vorrichtung oder Anordnung zum kathodischen Korrosionsschutz bei gleichzeitiger Verstärkung von Bauwerken, die als zentrales Element eine vorstehend beschriebene Betonstruktur aufweist. Im Rahmen von weiteren Ausführungsformen der Erfindung werden ein Verfahren zum kathodischen Korrosionsschutz bei gleichzeitiger Verstärkung von Bauwerken sowie ein Verfahren zur Sanierung und Verstärkung von Bauwerken zur Verfügung gestellt, welche dadurch gekennzeichnet sind, dass man jeweils in oder an diesen Bauwerken eine Betonstruktur der vorstehend beschriebenen Art vorsieht oder eine solche Betonstruktur nachträglich einrichtet.The concrete structure according to the invention has a layer of reinforced concrete with a conductive reinforcement embedded in it and one on top of it arranged adhesive layer with a conductive embedded therein Fabric and is characterized in that the conductive fabric and the reinforcement does not contact each other directly and that, moreover an electrical potential between the conductive fabric and the reinforcement is created. In a preferred embodiment it is in the conductive fabric around carbon fibers or a blended fabric. Such a particularly preferred blended fabric also has Carbon fibers also metal fibers, preferably metal fibers on the Base of iron, steel, copper and / or titanium as well as suitable alloys. Another preferred embodiment of the concrete structure has a Adhesive layer based on a conductive adhesive, in particular an adhesive in the metal fibers and / or carbon and / or conductive Pigments are embedded. Furthermore, the invention relates to a building, which has such a concrete structure. Another relates Embodiment of the invention on a device or arrangement for cathodic protection against corrosion while reinforcing structures, the central element is a concrete structure described above having. Within the scope of further embodiments of the invention a process for cathodic corrosion protection with simultaneous Reinforcement of buildings and a method for renovation and Reinforcement of structures provided, which thereby are characterized in that one in each of these structures Concrete structure of the type described above or such Concrete structure set up afterwards.

Ausführliche Beschreibung der ErfindungDetailed description of the invention

Im Rahmen einer ausführlichen Beschreibung der Erfindung wird auf die anliegende Figur (1) Bezug genommen, die eine Ausführungsform der Erfindung schematisch wiedergibt. Die in eine erfindungsgemässe Betonstruktur eingebettete Armierung kann auf einem Armierungseisennetz oder einem System von Arnmierungskabeln oder Armierungsstäben basieren. Die auf der Betonschicht angeordnete Klebstoffschicht kann auf einem Acrylatklebstoff, einem Epoxiklebstoff, einem Polyurethanklebstoff oder einer Mischung derselben basieren. Erfindungswesentlich ist eine ausreichende Eigenfestigkeit des Klebstoffs und eine gute Haftung sowohl auf der Betonschicht, als auch an dem darin eingebetteten, leitfähigen Gewebe. Eine besonders bevorzugte Ausführungsform der Betonstruktur weist als Klebstoffschicht einen elektrisch leitfähigen Klebstoff auf, in den Metallfasern und/oder Kohlenstoff und/oder leitende Pigmente eingebettet sind.Within the scope of a detailed description of the invention, reference is made to the attached figure (1), which is an embodiment of Invention schematically reproduces. The in an inventive Reinforced concrete structure embedded on a reinforcing iron network or a system of armor cables or armor bars. The adhesive layer arranged on the concrete layer can on a Acrylate adhesive, an epoxy adhesive, a polyurethane adhesive or one Mixture of these are based. Adequate is essential to the invention Intrinsic strength of the adhesive and good adhesion to both the Concrete layer, as well as on the embedded conductive fabric. A particularly preferred embodiment of the concrete structure has as Adhesive layer on an electrically conductive adhesive, in the metal fibers and / or carbon and / or conductive pigments are embedded.

Bei dem leitfähige Gewebe handelt es sich vorzugsweise um Kohlenstofffasern mit vorzugsweise hoher Zugfestigkeit, insbesondere um ein Mischgewebe auf der Basis von Kohlenstofffasern und Metallfasern. Im letzteren Fall sind Eisenfasern, Stahlfasern, Titanfasern und/oder Kupferfasern oder Legierungen derselben besonders bevorzugt. Die Kohlenstofffasen können selbstverständlich auch mit elektrisch leitendem Metall bedampft oder in sonstiger Weise beschichtet sein. Das Gewebe und die Armierung dürfen einander nicht direkt kontaktieren. Ausserdem ist zwischen dem leitfähigen Gewebe und der Armierung ein elektrisches Potential angelegt. Bevorzugt entspricht der Stromfluss zwischen den Elektroden dem Zahlenbereich von 0,1 bis 4 A/m2. Bevorzugt wird der Bereich von 0,5 bis 1 A/m2. Das elektrische Potential kann mit Hilfe einer Stromquelle des Standes der Technik von beliebigem Typ angelegt werden, beispielsweise mit gängigen Batterien oder Akkumulatoren, wobei eine Gleichstromquelle bevorzugt wird.The conductive fabric is preferably carbon fibers with preferably high tensile strength, in particular a mixed fabric based on carbon fibers and metal fibers. In the latter case, iron fibers, steel fibers, titanium fibers and / or copper fibers or alloys thereof are particularly preferred. The carbon fibers can of course also be vapor-coated with electrically conductive metal or coated in some other way. The fabric and the reinforcement must not contact each other directly. In addition, an electrical potential is applied between the conductive fabric and the reinforcement. The current flow between the electrodes preferably corresponds to the number range from 0.1 to 4 A / m 2 . The range from 0.5 to 1 A / m 2 is preferred. The electrical potential can be applied with the aid of a current source of the prior art of any type, for example with common batteries or accumulators, a direct current source being preferred.

Das Gewebe kann unidirektional oder polydirektional gewebt oder gewirkt sein, was allerdings nicht erfindungswesentlich ist. Ebenso geeignet sind Bündel von Kohlenstofffasern auch in einer Matrix eingebettet.
Die erfindungsgemässe Betonstruktur kann ohne Einschränkung bei allen üblichen Bauwerken des Hoch- und Tiefbaus Verwendung finden. Insbesondere wird in Form der vorliegenden Erfindung auch eine praktische Vorrichtung oder Anordnung zum kathodischen Korrosionsschutz bei gleichzeitiger Verstärkung von Bauwerken zur Verfügung gestellt, die als zentrales Element eine vorstehend beschriebene Betonstruktur aufweist.
The fabric can be woven or knitted unidirectionally or polydirectionally, but this is not essential to the invention. Bundles of carbon fibers are also suitable embedded in a matrix.
The concrete structure according to the invention can be used without restriction in all customary buildings and civil engineering structures. In particular, a practical device or arrangement for cathodic corrosion protection with simultaneous reinforcement of buildings is provided in the form of the present invention, which has a concrete structure described above as the central element.

Ausserdem bezieht sich die Erfindung auf ein Verfahren zum kathodischen Korrosionsschutz bei gleichzeitiger Verstärkung von allen Bauwerken des Hoch- und Tiefbaus, welches dadurch gekennzeichnet ist, dass man in oder an diesen Bauwerken eine vorstehend beschriebene Betonstruktur vorsieht oder eine solche Betonstruktur nachträglich einrichtet.In addition, the invention relates to a method for cathodic Corrosion protection with simultaneous reinforcement of all structures of the Civil engineering, which is characterized in that one in or on this structure provides a concrete structure as described above or subsequently set up such a concrete structure.

Ferner bezieht sich die Erfindung auf ein Verfahren zur Sanierung und Verstärkung von allen Bauwerken des Hoch- und Tiefbaus, welches dadurch gekennzeichnet ist, dass man in diesen Bauwerken eine vorstehend beschriebene Betonstruktur vorsieht oder eine solche Betonstruktur nachträglich einrichtet.Furthermore, the invention relates to a method for renovation and Reinforcement of all buildings in civil engineering, which thereby is characterized in that one of these structures above provides concrete structure described or such a concrete structure subsequently set up.

Claims (9)

Betonstruktur, aufweisend eine Schicht Stahlbeton mit einer darin eingebetteten, elektrisch leitfähigen Armierung und einer darauf angeordneten Klebstoffschicht mit einem darin eingebetteten, elektrisch leitfähigen Gewebe, dadurch gekennzeichnet, dass das elektrisch leitfähige Gewebe und die Armierung einander nicht direkt kontaktieren und dass ausserdem zwischen dem elektrisch leitfähigen Gewebe und der Armierung ein elektrisches Potential angelegt ist.Concrete structure, comprising a layer of reinforced concrete with an electrically conductive reinforcement embedded therein and an adhesive layer arranged thereon with an electrically conductive fabric embedded therein, characterized in that the electrically conductive fabric and the reinforcement do not make direct contact with one another, and in addition between the electrically conductive Fabric and the armoring an electrical potential is created. Betonstruktur nach Anspruch 1, dadurch gekennzeichnet, dass es sich bei dem elektrisch leitfähigen Gewebe um Kohlenstofffasern handelt.Concrete structure according to claim 1, characterized in that it is carbon fibers in the electrically conductive fabric. Betonstruktur nach Anspruch 1, dadurch gekennzeichnet, dass es sich bei dem elektrisch leitfähigen Gewebe um ein Mischgewebe handelt.Concrete structure according to claim 1, characterized in that the electrically conductive fabric is a mixed fabric. Betonstruktur nach Anspruch 3, dadurch gekennzeichnet, dass es sich bei dem elektrisch leitfähigen Gewebe um ein Mischgewebe handelt, welches neben Kohlenstofffasern auch Metallfasern aufweist, vorzugsweise Metallfasern auf der Basis von Eisen, Stahl, Kupfer und/oder Titan oder Legierungen derselben.Concrete structure according to claim 3, characterized in that the electrically conductive fabric is a mixed fabric which, in addition to carbon fibers, also has metal fibers, preferably metal fibers based on iron, steel, copper and / or titanium or alloys thereof. Betonstruktur nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass es sich bei der Klebstoffschicht um einen elektrisch leitfähigen Klebstoff handelt, vorzugsweise um einen Klebstoff, in den Metallfasern und/oder Kohlenstoff und/oder leitende Pigmente eingebettet sind.Concrete structure according to one of the preceding claims, characterized in that the adhesive layer is an electrically conductive adhesive, preferably an adhesive in which metal fibers and / or carbon and / or conductive pigments are embedded. Bauwerk, aufweisend eine Betonstruktur nach einem der vorhergehenden Ansprüche.Building comprising a concrete structure according to one of the preceding Expectations. Vorrichtung oder Anordnung zum kathodischen Korrosionsschutz bei gleichzeitiger Verstärkung von Bauwerken, als zentrales Element aufweisend eine Betonstruktur nach einem der Ansprüche 1 bis 5. Device or arrangement for cathodic protection against corrosion simultaneous reinforcement of buildings, with a central element Concrete structure according to one of claims 1 to 5. Verfahren zum kathodischen Korrosionsschutz bei gleichzeitiger Verstärkung von Bauwerken, dadurch gekennzeichnet, dass man in oder an diesen Bauwerken eine Betonstruktur nach einem der Ansprüche 1 bis 5 vorsieht oder eine solche Betonstruktur nachträglich einrichtet.Method for cathodic corrosion protection with simultaneous reinforcement of structures, characterized in that a concrete structure according to one of claims 1 to 5 is provided in or on these structures or such a concrete structure is subsequently installed. Verfahren zur Sanierung und Verstärkung von Bauwerken, dadurch gekennzeichnet, dass man in diesen Bauwerken eine Betonstruktur nach einem der Ansprüche 1 bis 5 vorsieht oder eine solche Betonstruktur nachträglich einrichtet.Method for the renovation and reinforcement of structures, characterized in that a concrete structure according to one of claims 1 to 5 is provided in these structures or such a concrete structure is subsequently installed.
EP01129090A 2001-12-07 2001-12-07 Concrete structure Withdrawn EP1318247A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP01129090A EP1318247A1 (en) 2001-12-07 2001-12-07 Concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01129090A EP1318247A1 (en) 2001-12-07 2001-12-07 Concrete structure

Publications (1)

Publication Number Publication Date
EP1318247A1 true EP1318247A1 (en) 2003-06-11

Family

ID=8179459

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01129090A Withdrawn EP1318247A1 (en) 2001-12-07 2001-12-07 Concrete structure

Country Status (1)

Country Link
EP (1) EP1318247A1 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140305807A1 (en) * 2013-04-16 2014-10-16 Shenzhen University Cathode Protection Method for Reinforced Concrete Structure and Apparatus Therefor
US20140305806A1 (en) * 2013-04-16 2014-10-16 Shenzhen University Cathode Protection Method and Apparatus for Reinforced Concrete Structure and Composite Structure and Processing Method for Reinforced Concrete Structure
WO2015197870A1 (en) * 2014-06-27 2015-12-30 Wolfgang Schwarz Galvanic anode system for the corrosion protection of steel in concrete
US20160153096A1 (en) * 2014-12-01 2016-06-02 Vector Corrosion Technologies Ltd. Fastening Sacrificial Anodes to Reinforcing Bars in Concrete for Cathodic Protection
WO2016135201A1 (en) * 2015-02-25 2016-09-01 Koch GmbH Method of producing cathodic corrosion protection for protection of reinforcing steel in a ferroconcrete structure
DE102015115297A1 (en) * 2015-09-10 2017-03-16 Koch GmbH Method for laying an anode system for cathodic corrosion protection
US10837175B2 (en) * 2018-08-03 2020-11-17 Korea Institute Of Civil Engineering And Building Technology Textile-reinforced concrete structure using textile grid fixing apparatus and construction method for the same
US11105001B2 (en) * 2017-09-05 2021-08-31 David William Whitmore Cathodic corrosion protection with solar panel

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0200428A2 (en) * 1985-04-17 1986-11-05 Norwegian Concrete Technologies A.S. Removal of chlorides from concrete
US4931156A (en) * 1984-04-19 1990-06-05 Duochem, Inc. Distributive anode coating
US5312526A (en) * 1993-03-23 1994-05-17 Miller John B Method for increasing or decreasing bond strength between concrete and embedded steel, and for sealing the concrete-to-steel interface
WO1999019540A1 (en) * 1997-10-09 1999-04-22 Per Austnes Method for cathodic protection of reinforced concrete

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4931156A (en) * 1984-04-19 1990-06-05 Duochem, Inc. Distributive anode coating
EP0200428A2 (en) * 1985-04-17 1986-11-05 Norwegian Concrete Technologies A.S. Removal of chlorides from concrete
US5312526A (en) * 1993-03-23 1994-05-17 Miller John B Method for increasing or decreasing bond strength between concrete and embedded steel, and for sealing the concrete-to-steel interface
WO1999019540A1 (en) * 1997-10-09 1999-04-22 Per Austnes Method for cathodic protection of reinforced concrete

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140305807A1 (en) * 2013-04-16 2014-10-16 Shenzhen University Cathode Protection Method for Reinforced Concrete Structure and Apparatus Therefor
US20140305806A1 (en) * 2013-04-16 2014-10-16 Shenzhen University Cathode Protection Method and Apparatus for Reinforced Concrete Structure and Composite Structure and Processing Method for Reinforced Concrete Structure
US10378114B2 (en) * 2013-04-16 2019-08-13 Shenzhen University Cathode protection method and apparatus for reinforced concrete structure and composite structure and processing method for reinforced concrete structure
WO2015197870A1 (en) * 2014-06-27 2015-12-30 Wolfgang Schwarz Galvanic anode system for the corrosion protection of steel in concrete
US10329673B2 (en) 2014-06-27 2019-06-25 Sika Technology Ag Galvanic anode system for the corrosion protection of steel in concrete
US20160153096A1 (en) * 2014-12-01 2016-06-02 Vector Corrosion Technologies Ltd. Fastening Sacrificial Anodes to Reinforcing Bars in Concrete for Cathodic Protection
US9909220B2 (en) * 2014-12-01 2018-03-06 Vector Corrosion Technologies Ltd. Fastening sacrificial anodes to reinforcing bars in concrete for cathodic protection
WO2016135201A1 (en) * 2015-02-25 2016-09-01 Koch GmbH Method of producing cathodic corrosion protection for protection of reinforcing steel in a ferroconcrete structure
DE102015115297A1 (en) * 2015-09-10 2017-03-16 Koch GmbH Method for laying an anode system for cathodic corrosion protection
WO2017042387A1 (en) * 2015-09-10 2017-03-16 Koch GmbH Method for laying an anode system for cathodic corrosion protection
US11105001B2 (en) * 2017-09-05 2021-08-31 David William Whitmore Cathodic corrosion protection with solar panel
US10837175B2 (en) * 2018-08-03 2020-11-17 Korea Institute Of Civil Engineering And Building Technology Textile-reinforced concrete structure using textile grid fixing apparatus and construction method for the same

Similar Documents

Publication Publication Date Title
EP0002216B1 (en) Reinforcing elements for reinforced earth structures
EP0357094B1 (en) Anode for cathodic protection
DE69923053T2 (en) Structurally reinforced energy and / or telecom cable
EP1318247A1 (en) Concrete structure
DE69907637T2 (en) ELECTROCHEMICAL TREATMENT OF REINFORCED CONCRETE
EP0178404A1 (en) Metal pipe with protection against corrosion and method for its production
EP3262211B1 (en) Method of producing cathodic corrosion protection for protection of reinforcing steel in a ferroconcrete structure
DE3212588A1 (en) CORROSION-RESISTANT MORTAR MIXTURE FOR REPAIRING CORROSION-DAMAGED CONCRETE BUILDINGS
EP3347507A1 (en) Method for laying an anode system for cathodic corrosion protection
DE69832103T2 (en) METHOD FOR THE ELECTROCHEMICAL TREATMENT OF SPAN CONCRETE
EP1027478A1 (en) Method for improving corrosion resistance of reinforced concrete
DE3607459C2 (en)
DE19942882B4 (en) reinforcement
WO1998035541A1 (en) Reinforcing fabric
DE2623272A1 (en) LOCKED WIRE ROPE
US5069822A (en) Protective coating for reinforced concrete
DE19828827C1 (en) Thermal sprayed corrosion layer for reinforced concrete and method of manufacturing the same
EP1347534B1 (en) Connection terminal and grounding device
EP1983068B1 (en) Wire mesh, in particular for wire baskets
EP3640370A1 (en) Non-woven fabric with primary anode
DE19549191C1 (en) Screw fastener for pylon
DE2908575A1 (en) NON-MAGNETIC STEEL MATERIAL COATED ON THE SURFACE
DD275487A1 (en) ANODE FOR THE KATODIC CORROSION PROTECTION OF STEEL OR TENDER CONCRETE
EP0277157B1 (en) Self-supported cable for overhead electric lines
DE3619336A1 (en) METHOD FOR PROTECTING STEEL PARTS, ESPECIALLY HYDRAULIC CYLINDERS, AGAINST WEAR AND CORROSION

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

AKX Designation fees paid
REG Reference to a national code

Ref country code: DE

Ref legal event code: 8566

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20031212