EP0442010B1 - Method for corrosion protection of surface sections of reinforced lightweight concrete elements and device for carrying out this method - Google Patents
Method for corrosion protection of surface sections of reinforced lightweight concrete elements and device for carrying out this method Download PDFInfo
- Publication number
- EP0442010B1 EP0442010B1 EP90102931A EP90102931A EP0442010B1 EP 0442010 B1 EP0442010 B1 EP 0442010B1 EP 90102931 A EP90102931 A EP 90102931A EP 90102931 A EP90102931 A EP 90102931A EP 0442010 B1 EP0442010 B1 EP 0442010B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- aerated concrete
- corrosion
- sleeve
- concrete building
- building component
- 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.)
- Expired - Lifetime
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 35
- 238000005260 corrosion Methods 0.000 title claims abstract description 18
- 230000007797 corrosion Effects 0.000 title claims abstract description 17
- 238000000034 method Methods 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 239000011248 coating agent Substances 0.000 claims abstract description 9
- 238000000576 coating method Methods 0.000 claims abstract description 9
- 230000002787 reinforcement Effects 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims 3
- 238000004904 shortening Methods 0.000 claims 3
- 239000011159 matrix material Substances 0.000 claims 2
- 150000001875 compounds Chemical class 0.000 claims 1
- 239000011253 protective coating Substances 0.000 claims 1
- 239000003973 paint Substances 0.000 abstract description 6
- 239000004922 lacquer Substances 0.000 abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 5
- 238000001035 drying Methods 0.000 description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004923 Acrylic lacquer Substances 0.000 description 1
- 241000219104 Cucurbitaceae Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000002845 discoloration Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000009972 noncorrosive effect Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 235000020354 squash Nutrition 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
Definitions
- the invention relates to a method for corrosion protection on steel cut surfaces of reinforced gas concrete components, which were subsequently created when the gas concrete components were shortened, and to a corrosion-protected gas concrete component produced thereafter.
- DE-A 12 96 773 discloses a method for corrosion protection on steel cut surfaces of reinforced gas concrete components and a corrosion-protected gas concrete component produced thereafter.
- reinforced reinforced concrete beams with thrust protection brackets for fixing tensile reinforcement bars which are provided at their free end with an extension sleeve made of a non-corrosive material, preferably plastic.
- extension sleeve made of a non-corrosive material, preferably plastic.
- the object of the present invention is to achieve or even exceed the advantages of the conventional methods mentioned by means of a completely new method, without having to accept the accompanying disadvantages of the conventional methods.
- This object is achieved by the features specified in the independent patent claims. Further features are described in the dependent claims.
- a deep-drawn part was produced from a cylindrical, smooth sheet metal sleeve - closed on one side.
- a wall plate A with exposed steel cut surfaces and a wall plate B which was protected against corrosion according to the invention were subjected to an outdoor weathering test. After a year, it was found that wall plate A showed strong signs of corrosion on the steel cut surfaces, while wall plate B according to the invention remained without any signs of corrosion.
- the coating had a particularly corrosion-protecting effect under the following conditions: application amount at least 1800 g / m 2 in two layers, the first layer with approx. 20% and the second layer with max. Is diluted 5%.
- application amount at least 1800 g / m 2 in two layers
- the first layer with approx. 20%
- the second layer with max. Is diluted 5%.
- temperatures must not fall below + 5 °. Under these conditions, it was found that even a one-year tightened corrosion test showed no flaking and no signs of corrosion.
- the corrosion-protected gas concrete component produced according to the invention can be provided with a later coat of paint, with a smooth outer surface being achieved.
- Stainless steel is preferably used as the material for the sleeve according to the invention, because the rigidity with a small material thickness is particularly large.
- the low material thickness is necessary in order to avoid even the smallest unevenness on the surface after the gas concrete coating.
- the sleeve dimensions were determined according to the invention in such a way that firm anchoring in the gas concrete is ensured even on the outside of the smooth surface of the sleeve. With short sleeves there is a risk that the minimum penetration depth is not guaranteed for firm anchoring, while with longer sleeves the first reinforcement crossbar of a reinforcement mat can be hit by the sleeve. Then it is no longer possible to press in cleanly, but there are squashes and bumps on the cutting surface.
- the limits for the sleeve diameter are determined by the fact that, on the one hand, it must be possible to glide smoothly over the reinforcing steel in the gas concrete and, on the other hand, there is no tilting due to excessive play on the reinforcing steel. With sleeve diameters over 50 mm there is a risk that when pressed in the sleeve protrudes over the gas concrete component and damages its edge.
- the wall thickness of the sleeve should be as small as possible so that no noticeable elevations are obtained on the gas concrete coating.
- the following dimensions of the sleeve have proven to be particularly advantageous: wall thickness 0.27 mm, sleeve diameter 15 mm, sleeve length 10 mm.
- the gas concrete section is designated 1, the reinforcement 2 and the reinforcement section 3.
- the molded part 4 consisting of a sleeve is pressed into the gas concrete component via the reinforcement cut surface 3.
- the corrosion protection lacquer applied to the reinforcement cut surface 3 before the sleeve 4 is pressed in has the reference number 7.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Building Environments (AREA)
- Prevention Of Electric Corrosion (AREA)
- Preventing Corrosion Or Incrustation Of Metals (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Laminated Bodies (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren zum Korrosionsschutz an Stahl-Schnittflächen von bewehrten Gasbeton-Bauteilen, die nachträglich beim Kürzen der Gasbeton-Bauteile entstanden sind, sowie ein danach hergestelltes korrosionsgeschütztes Gasbeton-Bauteil.The invention relates to a method for corrosion protection on steel cut surfaces of reinforced gas concrete components, which were subsequently created when the gas concrete components were shortened, and to a corrosion-protected gas concrete component produced thereafter.
Aus der DE-A 12 96 773 ist ein Verfahren zum Korrosionsschutz an Stahl-Schnittflächen von bewehrten Gasbeton-Bauteilen und danach hergestelltes korrosionsgeschütztes Gasbeton-Bauteil bekannt. Dort sind armierte Stahlbetonbalken mit Schubsicherungsbügeln zur Fixierung von Zugbewehrungsstäben dargestellt, die an ihrem freien Ende mit einer aus einem nicht korrodierenden Werkstoff, vorzugsweise Kunststoff, bestehenden Verlängerungshülse versehen sind. Diese werden insbesondere auf diejenigen Enden der Querstäbe aufgesetzt, die auf der Schalung aufstehen bzw. an dieser anliegen, so daß das äußere Ende der Hülse mit einem vorbestimmten Abstand zwischen dem Schubsicherungsbügel und der Oberfläche der Schalung vor dem Eingießen des Betons fixiert wird. Für ein nachträgliches Anbringen an neuzugeschnittenen Gasbeton-Bauteilen sind die beschriebenen Hülsen nicht geeignet.DE-A 12 96 773 discloses a method for corrosion protection on steel cut surfaces of reinforced gas concrete components and a corrosion-protected gas concrete component produced thereafter. There are reinforced reinforced concrete beams with thrust protection brackets for fixing tensile reinforcement bars, which are provided at their free end with an extension sleeve made of a non-corrosive material, preferably plastic. These are placed in particular on those ends of the crossbars which stand on or abut the formwork, so that the outer end of the sleeve is fixed at a predetermined distance between the anti-shear bracket and the surface of the formwork before pouring the concrete. The sleeves described are not suitable for subsequent attachment to newly cut gas concrete components.
Es ist bekannt, daß bei der Herstellung von Gasbeton-Platten diese werkseitig geschnitten werden können. Dies wird z. B. in den amtlichen Zulassungen zitiert, in denen es sinngemäß heißt: Die Platten dürfen in Ausnahmefällen nachträglich durch Beauftragte des Herstellwerks gekürzt werden, wenn dadurch die Plattentragfähigkeit, insbesondere die Endverankerung gemäß DIN 4223 (Ausgabe 7/58) beschnitt 9.52, nicht beeinträchtigt wird. Ein solcher Arbeitsgang darf nur mittels Trennscheiben durchgeführt werden. Die Schnittflächen von Stählen sind mit einem Korrosionsschutz zu versehen.It is known that when manufacturing gas concrete slabs, these can be cut at the factory. This is e.g. B. cited in the official approvals, in which it is analogously stated: In exceptional cases, the slabs may subsequently be shortened by representatives of the manufacturing plant, provided that the slab load-bearing capacity, in particular the end anchorage according to DIN 4223 (
Die gängigsten Methoden, diesen Korrosionsschutz zu gewährleisten, sind weltweit bei den meisen Gasbeton-Herstellern:
- 1. das Aufbringen eines Korrosionsschütz-Lackes auf die Stahl-Schnittflächen,
- 2. das Hinterschneiden des Stahles mittels einer Trennscheibe, anschließendes Aufbringen eines Korrosionsschutz-Lackes und als dritten Arbeitsgang das Vermörteln der Vertiefung.
- 1. the application of a corrosion protection paint on the steel cut surfaces,
- 2. the undercut of the steel by means of a cutting disc, subsequent application of an anti-corrosion lacquer and, as a third step, the grouting of the recess.
Die erste Methode hat folgende Nachteile:
- a) bei feuchtem Gasbeton hält der Lack nicht,
- b) ein zufriedenstellender Korrosionsschutz ist nur durch zweimaligen Lack-Auftrag gewährleistet,
- c) dadurch zeitintensiv durch einzuhaltende Trocknungszeiten,
- d) empfindlich bei Frost-Tau-Wechsel,
- e) bei nachträglicher Durchfeuchtung kann der Rost durch die Gasbeton-Beschichtung diffundieren und Verfärbungen an der Oberfläche hervorrufen.
- a) the paint does not hold when the gas concrete is moist,
- b) satisfactory corrosion protection is only guaranteed by applying two coats of paint,
- c) time-consuming due to drying times to be observed,
- d) sensitive to freeze-thaw changes,
- e) in the event of subsequent wetting, the rust can diffuse through the gas concrete coating and cause discoloration on the surface.
Sie hat jedoch den Vorteil, daß sie sehr kostengünstig ist.However, it has the advantage that it is very inexpensive.
Die zweite Methode hat folgende Nachteile:
- a) sehr kostenintensiv,
- b) sehr zeitintensiv, da drei Arbeitsgänge mit Trocknungszeit erforderlich sind,
- c) erhöhter maschineller Aufwand, da eine Trennscheibe mit Absaugung notwendig ist.
- a) very expensive,
- b) very time-consuming, since three work steps with drying time are required,
- c) increased mechanical effort, since a cutting disc with suction is necessary.
Sie garantiert jedoch einen dauerhaften, einwandfreien Korrosionsschutz selbst unter widrigen Umständen.However, it guarantees permanent, flawless corrosion protection even under adverse conditions.
Aufgabe der vorliegenden Erfindung ist es, die genannten Vorteile der herkömmlichen Methoden durch ein völlig neuartiges Verfahren zu erzielen oder sogar zu übertreffen, ohne die begleitenden Nachteile der herkömmlichen Methoden in Kauf nehmen zu müssen. Diese Aufgabe wird durch die in den unabhängigen Patentansprüchen angegebenen Merkmale gelöst. Weitere Merkmale sind in den abhängigen Ansprüchen beschriebenen.The object of the present invention is to achieve or even exceed the advantages of the conventional methods mentioned by means of a completely new method, without having to accept the accompanying disadvantages of the conventional methods. This object is achieved by the features specified in the independent patent claims. Further features are described in the dependent claims.
Die Brauchbarkeit des erfindungsgemäßen Verfahrens ist durch zahlreiche Versuche belegt. Dazu wurden folgende Hülsen verwendet.The usefulness of the method according to the invention has been proven by numerous tests. The following sleeves were used for this.
Es wurde ein Tiefziehteil aus einer zylindrisch-glatten Blechhülse - einseitig geschlossen - hergestellt. Das Material bestand aus ST 4301, mit folgenden Durchmessern: Durchmesser = 15 mm, Länge = 15 mm, Wanddicke = 0,27 mm.A deep-drawn part was produced from a cylindrical, smooth sheet metal sleeve - closed on one side. The material consisted of ST 4301, with the following diameters: diameter = 15 mm, length = 15 mm, wall thickness = 0.27 mm.
Es wurde eine Wandplatte A mit offenliegenden Stahlschnittflächen und eine erfindungsgemäß korrosionsgeschützte Wandplatte B einem Bewitterungsversuch im Freien ausgesetzt. Nach einem Jahr zeigte sich, daß die Wandplatte A an den Stahlschnittflächen starke Korrosionserscheinungen aufwies, während die erfindungsgemäße Wandplatte B ohne jedes Anzeichen von Korrosion blieb.A wall plate A with exposed steel cut surfaces and a wall plate B which was protected against corrosion according to the invention were subjected to an outdoor weathering test. After a year, it was found that wall plate A showed strong signs of corrosion on the steel cut surfaces, while wall plate B according to the invention remained without any signs of corrosion.
Weitere Korrosionsversuche unter verschärften Bedingungen wurden in einem 3 %igen Salzbad durchgeführt. Am Plattenabschnitt C wurden die Stahlschnittflächen mit einem Acryllack betupft, am Plattenabschnitt B wurden die Stahlschnittflächen mittels der erfindungsgemäßen Hülsen verschlossen und dann mit einer Beschichtung aus einer Kunstharzdispersion versehen. Nach einer Versuchsdauer von 2 Tagen zeigte sich an der Platte C Rostansatz, während am Plattenabschnitt D auch nach Entfernung der Hülsen keine Rostansätze zu erkennen waren.Further corrosion tests under more stringent conditions were carried out in a 3% salt bath. At the plate section C, the steel cut surfaces were dabbed with an acrylic lacquer, at the plate section B, the steel cut surfaces were closed by means of the sleeves according to the invention and then provided with a coating of a synthetic resin dispersion. After a test period of 2 days, rust formation appeared on plate C, while no rust formation was evident on plate section D even after the sleeves had been removed.
In weiteren Versuchen wurde festgestellt, daß die Beschichtung unter folgenden Bedingungen besonders korrosionsschützend wirkt: Auftragsmenge mindestens 1800 g/m² in zwei Lagen, wobei die erste Lage mit ca. 20 % und die zweite Lage mit max. 5 % verdünnt wird. Bei der Trocknung dürfen Temperaturen von + 5° nicht unterschritten werden. Unter diesen Bedingungen zeigte sich, daß auch einjährigem verschärftem Korrosionstest kein Abplatzen und keine Korrosionserscheinungen festgestellt werden konnten. Das erfindungsgemäß hergestellte korrosionsgeschützte Gasbetonbauteil kann mit einem späteren Farbanstrich versehen werden, wobei eine glattflächige äußere Oberfläche erzielt wird.In further tests, it was found that the coating had a particularly corrosion-protecting effect under the following conditions: application amount at least 1800 g /
Als Material für die erfindungsgemäße Hülse wird Edelstahl bevorzugt angewandt, weil die Steifigkeit bei geringer Materialdicke besonders groß ist. Die geringe Materialdicke ist erforderlich, um nach der Gasbetonbeschichtung auch kleinste Unebenheiten auf der Oberfläche zu vermeiden.Stainless steel is preferably used as the material for the sleeve according to the invention, because the rigidity with a small material thickness is particularly large. The low material thickness is necessary in order to avoid even the smallest unevenness on the surface after the gas concrete coating.
Die Hülsenabmessungen wurden erfindungsgemäß so festgelegt, daß eine feste Verankerung im Gasbeton auch bei außen glatter Oberfläche der Hülse gesichert ist. Bei kurzen Hülsen besteht die Gefahr, daß die Mindesteindringtiefe für eine feste Verankerung nicht gewährleistet ist, während bei längeren Hülsen schon der erste Bewehrungsquerstab einer Bewehrungsmatte von der Hülse getroffen werden kann. Dann ist kein sauberes Eindrücken mehr möglich, sondern es kommt zu Verquetschungen und Erhebungen auf der Schnittoberfläche.The sleeve dimensions were determined according to the invention in such a way that firm anchoring in the gas concrete is ensured even on the outside of the smooth surface of the sleeve. With short sleeves there is a risk that the minimum penetration depth is not guaranteed for firm anchoring, while with longer sleeves the first reinforcement crossbar of a reinforcement mat can be hit by the sleeve. Then it is no longer possible to press in cleanly, but there are squashes and bumps on the cutting surface.
Die Grenzen für den Hülsendurchmesser sind dadurch festgelegt, daß einerseits ein einwandfreies Gleiten über die Bewehrungsstähle im Gasbeton ermöglicht werden muß und andererseits kein Verkanten durch zu großes Spiel auf dem Bewehrungsstahl erfolgt. Bei Hülsendurchmessern über 50 mm besteht die Gefahr, daß beim Eindrücken die Hülse über das Gasbetonbauteil herausragt und dessen Kante beschädigt.The limits for the sleeve diameter are determined by the fact that, on the one hand, it must be possible to glide smoothly over the reinforcing steel in the gas concrete and, on the other hand, there is no tilting due to excessive play on the reinforcing steel. With sleeve diameters over 50 mm there is a risk that when pressed in the sleeve protrudes over the gas concrete component and damages its edge.
Die Wandstärke der Hülse sollte möglichst gering sein, um keine auffälligen Erhebungen auf der Gasbetonbeschichtung zu erhalten. Als besonders vorteilhaft haben sich folgende Abmessungen der Hülse erwiesen: Wanddicke 0,27 mm, Hülsendurchmesser 15 mm, Hülsenlänge 10 mm.The wall thickness of the sleeve should be as small as possible so that no noticeable elevations are obtained on the gas concrete coating. The following dimensions of the sleeve have proven to be particularly advantageous: wall thickness 0.27 mm, sleeve diameter 15 mm, sleeve length 10 mm.
Auch die Haftung eines späteren Farbanstriches, Beschichtung oder Putzes auf der erfindungsgemäß behandelten Schnittflächen-Oberfläche ist gewährleistet, wie ebenfalls durch Versuche belegt ist.The adhesion of a later coat of paint, coating or plaster to the surface of the cut surface treated according to the invention is also ensured, as is also proven by tests.
Die Erfindung ist in den Zeichnungen dargestellt.The invention is shown in the drawings.
In Fig. 1 ist die Gasbeton-Schnittfläche mit 1, die Bewehrung mit 2 und die Bewehrungs-Schnittfläche mit 3 bezeichnet. Das aus einer Hülse bestehende Formteil 4 ist über die Bewehrungs-Schnittfläche 3 in das Gasbeton-Bauteil eingedrückt.In Fig. 1, the gas concrete section is designated 1, the
Die Fig. 2 zeigt die in das Gasbeton-Bauteil 5 eingebrachte Bewehrung 2, über die das Formteil 4 gedrückt ist. Die auf die Oberfläche aufgebrachte Beschichtung ist mit 6 beziffert. Der vor dem Eindrücken der Hülse 4 auf die Bewehrungs-Schnittfläche 3 aufgetragene Korrosionsschutz-Lack trägt das Bezugszeichen 7.2 shows the
Claims (6)
- Process for the corrosion protection of cut steel surfaces of reinforced aerated concrete building components, which surfaces have been produced by the subsequent shortening of the aerated concrete building components, characterised in that a shaped component (4), consisting of a sleeve closed at one end, is inserted into the aerated concrete building component (5) over the end (3) of the steel reinforcement after the aerated concrete building component has been shortened.
- Process according to claim 1, characterised in that a corrosion-protective coating (7) is applied before the sleeve (4) is inserted over the end (3) of the steel reinforcing wire (2), which end was produced by the shortening.
- Process according to claim 1 or 2, characterised in that a deformable, corrosion-protective compound is introduced into the sleeve (4) and this seals the end (3) of the steel reinforcement once the sleeve has been inserted.
- Process according to one of the preceding claims, characterised in that the sleeve (4) is inserted into the aerated concrete building component (5) by hand, with a mechanical striking tool or with a gun.
- Corrosion-protected aerated concrete building component consisting of an aerated concrete matrix and individual reinforcing wires running in various directions, which wires are partially exposed on the cut surfaces of the building component which were produced by the subsequent shortening the aerated concrete building component, characterised in that sleeves (4), closed at one end, are subsequently inserted into the aerated concrete building component (5) over the reinforcing wires (2) on the exposed cut surfaces.
- Corrosion-protected aerated concrete building component according to claim 5, characterised in that, on the subsequently produced cut surfaces (1), a coating (6) is applied to the aerated concrete matrix and the subsequently applied sleeves (4).
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT90102931T ATE94247T1 (en) | 1990-02-15 | 1990-02-15 | METHOD FOR ANTI-CORSTING INTERFACE OF REINFORCED AERATED CONCRETE ELEMENTS AND DEVICE FOR CARRYING OUT THE METHOD. |
| DE90102931T DE59002656D1 (en) | 1990-02-15 | 1990-02-15 | Process for protection against corrosion on cut surfaces of reinforced gas concrete components and device for carrying out the process. |
| EP90102931A EP0442010B1 (en) | 1990-02-15 | 1990-02-15 | Method for corrosion protection of surface sections of reinforced lightweight concrete elements and device for carrying out this method |
| ES90102931T ES2052989T3 (en) | 1990-02-15 | 1990-02-15 | PROCEDURE FOR ANTICORROSIVE PROTECTION OF CUTTING SURFACES IN ELEMENTS OF CONSTRUCTION OF REINFORCED CONCRETE AND DEVICE FOR THE PERFORMANCE OF SUCH PROCEDURE. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP90102931A EP0442010B1 (en) | 1990-02-15 | 1990-02-15 | Method for corrosion protection of surface sections of reinforced lightweight concrete elements and device for carrying out this method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0442010A1 EP0442010A1 (en) | 1991-08-21 |
| EP0442010B1 true EP0442010B1 (en) | 1993-09-08 |
Family
ID=8203653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP90102931A Expired - Lifetime EP0442010B1 (en) | 1990-02-15 | 1990-02-15 | Method for corrosion protection of surface sections of reinforced lightweight concrete elements and device for carrying out this method |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP0442010B1 (en) |
| AT (1) | ATE94247T1 (en) |
| DE (1) | DE59002656D1 (en) |
| ES (1) | ES2052989T3 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6393902B1 (en) | 1998-06-29 | 2002-05-28 | Veri-Tek Inc. | Noise testing system with temperature responsive sensitivity |
| US6523422B1 (en) | 1998-06-29 | 2003-02-25 | Veri-Tek Inc. | Isolation arrangement for system under test |
| GR1008149B (en) | 2012-10-10 | 2014-03-26 | Αντωνιος Παναγιωτη Αναγνωστοπουλος | Product, method and system for the placement of caps onto metal concrete reinforcement spacers |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1296773C2 (en) * | 1965-03-03 | 1973-08-23 | Badische Stahlwerke | Shear securing bracket for reinforced concrete components |
| FR1491395A (en) * | 1966-06-27 | 1967-08-11 | Reinforcement protection method | |
| DE3446006A1 (en) * | 1984-12-17 | 1986-07-03 | Wayss & Freytag Ag, 6000 Frankfurt | Corrosion-protected reinforcing bar for bridging planned structural joints |
| US4644726A (en) * | 1986-03-03 | 1987-02-24 | Wheeler Charles F | Steel placement assembly |
-
1990
- 1990-02-15 DE DE90102931T patent/DE59002656D1/en not_active Expired - Fee Related
- 1990-02-15 EP EP90102931A patent/EP0442010B1/en not_active Expired - Lifetime
- 1990-02-15 ES ES90102931T patent/ES2052989T3/en not_active Expired - Lifetime
- 1990-02-15 AT AT90102931T patent/ATE94247T1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| ATE94247T1 (en) | 1993-09-15 |
| ES2052989T3 (en) | 1994-07-16 |
| EP0442010A1 (en) | 1991-08-21 |
| DE59002656D1 (en) | 1993-10-14 |
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