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EP1165905A1 - Synthetic panel, especially for lining concrete building components - Google Patents

Synthetic panel, especially for lining concrete building components

Info

Publication number
EP1165905A1
EP1165905A1 EP00909121A EP00909121A EP1165905A1 EP 1165905 A1 EP1165905 A1 EP 1165905A1 EP 00909121 A EP00909121 A EP 00909121A EP 00909121 A EP00909121 A EP 00909121A EP 1165905 A1 EP1165905 A1 EP 1165905A1
Authority
EP
European Patent Office
Prior art keywords
wing elements
wing
plastic plate
elements
plate 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.)
Granted
Application number
EP00909121A
Other languages
German (de)
French (fr)
Other versions
EP1165905B1 (en
Inventor
Albert Lueghamer
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.)
Alois Gruber GmbH
Original Assignee
Alois Gruber GmbH
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 Alois Gruber GmbH filed Critical Alois Gruber GmbH
Priority to DK00909121T priority Critical patent/DK1165905T3/en
Priority to PT00909121T priority patent/PT1165905E/en
Publication of EP1165905A1 publication Critical patent/EP1165905A1/en
Application granted granted Critical
Publication of EP1165905B1 publication Critical patent/EP1165905B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/02—Wall construction
    • B65D90/04—Linings
    • B65D90/041—Rigid liners fixed to the container
    • B65D90/042—Rigid liners fixed to the container fixed pointwise or linewise
    • B65D90/043—Rigid liners fixed to the container fixed pointwise or linewise the liners being in the form of tiles or panels
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24802—Discontinuous or differential coating, impregnation or bond [e.g., artwork, printing, retouched photograph, etc.]
    • Y10T428/24893—Discontinuous or differential coating, impregnation or bond [e.g., artwork, printing, retouched photograph, etc.] including particulate material
    • Y10T428/24901—Discontinuous or differential coating, impregnation or bond [e.g., artwork, printing, retouched photograph, etc.] including particulate material including coloring matter
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24942—Structurally defined web or sheet [e.g., overall dimension, etc.] including components having same physical characteristic in differing degree
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/29—Coated or structually defined flake, particle, cell, strand, strand portion, rod, filament, macroscopic fiber or mass thereof
    • Y10T428/2982—Particulate matter [e.g., sphere, flake, etc.]
    • Y10T428/2991—Coated

Definitions

  • Plastic plate especially for lining concrete components
  • the invention relates to a plastic plate, in particular for lining concrete components, preferably made of thermoplastic material, with expanding wing elements which are formed in one piece with it on at least one side and have supporting webs in their foot region.
  • Knob plates made of plastic are used in particular in concrete container construction, when it is a matter of creating liquid and gas-tight, chemical-resistant containers.
  • the plastic plates form the lining of such containers. They provide resistance to chemicals and liquids.
  • the mechanical strength of the overall construction is essentially provided by the concrete construction. Difficulties are usually the connection of the plastic plates with the concrete structure, since the smooth plastic plate does not form a firm mechanical connection with the concrete. The use of adhesives does not lead to satisfactory long-term results.
  • EP 0 436 058 B1 discloses a studded panel of the type in question and a method for its production, with the aid of which it is possible to integrally attach plastic panels for lining concrete structures to produce the provided knobs.
  • the knobs are expanding wing elements that are concreted in with the plastic plate when lining concrete components or concrete structures. Due to the continuous production by means of the method described in the mentioned patent specification, these knobbed plates can be produced continuously and therefore comparatively inexpensively.
  • the spread-out wing elements and the undercut that is practically given in this way also ensure that the plastic panel lining is permanently attached to the concrete structure.
  • knobbed panels which have special groundwater pressure resistance in the case of burial.
  • the object of the invention is therefore to provide a plastic plate of the type mentioned, in particular for lining concrete components, which withstands groundwater pressures in the range of ⁇ 1.5 bar even in long-term behavior.
  • This knobbed plate should also continue to be producible by inexpensive calendering.
  • the height of the support webs is at least 70%, preferably at least 80% of the height of the wing elements which have curved transitions to the plastic plate in their foot region.
  • Fig. 1 is a side view of a first embodiment of the invention
  • Fig. 1.1 is a top view of the subject of Fig. 1;
  • FIG. 8 shows a section along line VIII-VTII of FIG. 6.
  • FIG. 1 It shows the plastic or studded plate 1 according to the invention with a base plate 5 on which studs 4 or pairs of wing elements 2 are provided in one piece.
  • the latter consist of two expanding wing elements 3, which are connected to one another via a support web 4.
  • Wing elements 3, webs 4 and base plate 5 are thus in one piece. As mentioned, they are manufactured by extrusion calendering.
  • the knobbed plate 1 In the present drawing and also in FIG. 1, dimensions in mm and degrees are included. They represent preferred values of the knobbed plate 1 according to the invention.
  • the support webs 4 it should be stated that they have at least 70%, preferably 80% and more, of the height of the wing elements 3.
  • the wing elements merge into the base plate 5 at their base in the form of an arc 6. This transition is preferably continuous. This results in a comparatively wide connection surface of the knobs 2 with precisely this base plate 5 with a correspondingly reduced load on the Tensile stress per unit area in the foot area of the knobs.
  • the radius of the arc 6 is preferably approximately 50% of the thickness of a wing element in the view according to FIG. 1.
  • the wing elements 3 include an angle of spread which is usually 50 to 60 degrees; preferably it is 56 degrees.
  • the wing elements 3 or knobs of the wing element pairs 2 according to FIG. 1 and FIG. 1.1 are essentially offset from one another over their width 7, as can be seen from FIG. 1.1. It can also be seen there that they are connected to one another at their two adjacent edge regions via the webs 4.
  • FIG. 2 shows a modified embodiment of the object of FIG. 1.
  • the wing elements 3 are wider than the wing elements 2 of FIG. 1. With regard to their thickness 8, they are dimensioned the same. In addition, in contrast to FIG. 1, they are only slightly offset from one another.
  • the webs are arranged approximately centrally to the width 7.
  • FIGS. 3 and 3.1 differs from that according to FIGS. 1 and 2 essentially in that the wing elements 3 are bent outwards in their upper region 3.1, which lies opposite the foot region with the arches 6 and that the upper areas 3.1 thus enclose a larger spreading angle than the actual wing elements 3. This is shown in FIG. 3.
  • the increased spreading angle in the upper region 3.1 of the wing elements brings about an improved adhesion of the wing element pairs 2 overall in the concrete substructure. Otherwise, the wing elements 3 of each pair of wing elements 2 are arranged in the same way as in the exemplary embodiment according to FIG. 1, as is shown by a comparison of FIGS. 3.1 and 1.1.
  • FIG. 4 A similar embodiment of the knobbed plate according to the invention is shown in FIG. 4 with FIG. 4.1.
  • the wing elements 3 of the individual wing element pairs 2 are again spread outward in their upper regions 3.1 than in the region which extends to the upper end of the support web 4.
  • the wing elements 3 are comparatively wide; see. Reference number 7. They are provided in alignment with one another, that is to say not offset from one another.
  • the support webs 4 are each provided centrally with respect to the width 7 of the wing elements.
  • FIG. 5 and 5.1 show pairs of wing elements with a plurality of support webs 4 per pair of wing elements 2.
  • the wing elements 3 are in turn provided in alignment with one another. In this way there are three depressions 9, which have an advantageous effect in that, in the case of groundwater pressure from the concrete structure on the knob plate 1, a certain additional groundwater pressure can build up there and thus to relieve the stress on the foot area of the wing element pairs in the area of the arches 6 contributes.
  • FIG. 8 An arrow 10 represents the build-up of groundwater pressure within the depressions 9. In the depressions 9, accumulated water is shown.
  • the concrete surrounding the knobbed plate according to the invention is designated 11.
  • FIG. 6 shows a further variant of the plastic plate 1 according to the invention.
  • These are wing element pairs 2 with a uniform spreading angle.
  • the wing elements 3 have different widths.
  • Two support elements connect the wing elements 3 to one another.
  • the outer edges of the element 3 of small thickness are with the opposite wider wing element 3 connected so that the recess 9 extends across the width of the wing element 3 of smaller width.
  • the wing element 3 of greater width protrudes beyond this recess 9, as shown in Fig. 6.6 in plan view.
  • 7 with FIG. 7.1 show further possible exemplary embodiments of the invention, irrespective of whether the wing elements 3 are further spread in their upper region 3.1 or not with diagonally arranged support webs 4 between wing elements 3 arranged offset from one another; see 7.1.
  • the support webs 4 take up approximately the width 7 of the support webs in the connection area between the support web 4 and the wing element 3. Between the two wing elements, however, the support webs 4 can taper or become narrower in thickness, as is shown in the drawing in FIG. 7.1.
  • thermoplastic material for the plastic sheet 1 according to the invention in particular PVC, PE, PP, PVDF and ECTFE in question.
  • the plastic plate 1 according to the invention can be produced in particular by the method as described in EP 0 436 058 B1. This European patent specification is expressly made part of the subject matter of the present disclosure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Laminated Bodies (AREA)
  • Sewage (AREA)
  • Finishing Walls (AREA)
  • Road Paving Structures (AREA)
  • Polymers With Sulfur, Phosphorus Or Metals In The Main Chain (AREA)
  • Polyurethanes Or Polyureas (AREA)
  • Building Environments (AREA)
  • Manufacture Of Macromolecular Shaped Articles (AREA)

Abstract

A concrete-protecting panel with integrated undercut protuberances which has an enhanced resistance to groundwater pressure. The protuberances or wing-element pairs (3) of the plastic panel (1) have spread wing elements (3) which may spread open even further in their top region 3.1. The wing elements 3 are connected to one another by a supporting web 4, of which the height is at least 70% of one wing-element pair. The wing-element pairs 2 are fastened on the base plate 5 of the protuberance-containing panel 1 via a foot widened in an arcuate manner.

Description

Kunststoffplatte, insbesondere zum Auskleiden von Betonbauteilen Plastic plate, especially for lining concrete components
Die Erfindung bezieht sich auf eine Kunststoffplatte, insbesondere zum Auskleiden von Betonbauteilen, vorzugsweise aus thermoplastischem Kunststoff, mit auf mindestens einer Seite einstückig mit ihr ausgebildeten sich verspreizenden Flügelelementen, die in ihrem Fußbereich Stützstege aufweisen.The invention relates to a plastic plate, in particular for lining concrete components, preferably made of thermoplastic material, with expanding wing elements which are formed in one piece with it on at least one side and have supporting webs in their foot region.
Noppenplatten aus Kunststoff finden insbesondere Anwendung im Betonbehälterbau, wenn es gilt, flüssigkeits- und auch gasdichte, chemikalienresistente Behälter zu erstellen. Die Kunststoffplatten bilden die Auskleidung solcher Behälter. Sie erbringen die Beständigkeit gegen die Chemikalien und Flüssigkeiten. Die mechanische Festigkeit der Gesamtkonstruktion wird im wesentlichen von der Betonkonstruktion erbracht. Schwierigkeiten bereitet in aller Regel die Nerbindung der Kunststoffplatten mit der Betonkonstruktion, da die glatte Kunststoffplatte keine feste mechanische Verbindung mit dem Beton eingeht. Die Zuhilfenahme von Klebern fuhrt zu keinen langfristig zufriedenstellenden Ergebnissen.Knob plates made of plastic are used in particular in concrete container construction, when it is a matter of creating liquid and gas-tight, chemical-resistant containers. The plastic plates form the lining of such containers. They provide resistance to chemicals and liquids. The mechanical strength of the overall construction is essentially provided by the concrete construction. Difficulties are usually the connection of the plastic plates with the concrete structure, since the smooth plastic plate does not form a firm mechanical connection with the concrete. The use of adhesives does not lead to satisfactory long-term results.
Aus diesem Grunde sind verschiedene Nerankerungselemente mit Hinterschneidungen vorgeschlagen worden, die auf einer Seite der Kunststoffplatte angebracht und die bei der Herstellung des Behälters einbetoniert werden. Auf diese Weise wird die erwünschte feste Nerbindung zwischen Kunststoffplatte und Betonunterkonstruktion zwar erreicht, die Anbringung der bekannten Nerankerungselemente an den Kunststoffplatten ist jedoch vergleichsweise aufwendig, da sie nachträglich erfolgt und mehrere Arbeitsschritte benötigt.For this reason, various anchoring elements with undercuts have been proposed which are attached to one side of the plastic plate and which are concreted in during the manufacture of the container. In this way, the desired firm connection between the plastic plate and the concrete substructure is achieved, but the attachment of the known anchor elements to the plastic plates is comparatively complex since it is carried out subsequently and requires several work steps.
Aus der EP 0 436 058 Bl ist eine Νoppenplatte der infrage stehenden Art sowie ein Verfahren zu ihrer Herstellung bekannt, mit dessen Hilfe es möglich ist, Kunststoffplatten zum Auskleiden von Betonbauwerken mit einstückig an ihr vorgesehenen Noppen herzustellen. Die Noppen sind sich verspreizende Flügelelemente, die beim Auskleiden von Betonbauteilen oder Betonbauwerken mit der Kunststoffplatte einbetoniert werden. Diese Noppenplatten sind aufgrund der kontinuierlichen Herstellung mittels des in der genannten Patentschrift beschriebenen Verfahrens kontinuierlich und somit vergleichsweise preiswert herzustellen. Auch ist durch die gespreizt angeordneten Flügelelemente und der damit praktisch gegebenen Hinterschneidung eine sehr dauerhafte Befestigung der Kunststoffplattenauskleidung am Betonbauwerk gegeben.EP 0 436 058 B1 discloses a studded panel of the type in question and a method for its production, with the aid of which it is possible to integrally attach plastic panels for lining concrete structures to produce the provided knobs. The knobs are expanding wing elements that are concreted in with the plastic plate when lining concrete components or concrete structures. Due to the continuous production by means of the method described in the mentioned patent specification, these knobbed plates can be produced continuously and therefore comparatively inexpensively. The spread-out wing elements and the undercut that is practically given in this way also ensure that the plastic panel lining is permanently attached to the concrete structure.
Es hat sich indessen gezeigt, daß ein Bedarf an derartigen Noppenplatten besteht, die im Falle der Erdverlegung besondere Grundwasser-Druckfestigkeit aufweisen.It has, however, been shown that there is a need for such knobbed panels which have special groundwater pressure resistance in the case of burial.
Die Aufgabe der Erfindung besteht somit darin, eine Kunststoffplatte der eingangs genannten Art, insbesondere zum Auskleiden von Betonbauteilen, zu schaffen, die Grundwasserdrücken im Bereich von ≥ 1,5 bar auch im Langzeitverhalten standhält. Diese Noppenplatte soll darüber hinaus weiterhin im Wege des preisgünstigen Kalandrierens herstellbar sein.The object of the invention is therefore to provide a plastic plate of the type mentioned, in particular for lining concrete components, which withstands groundwater pressures in the range of ≥ 1.5 bar even in long-term behavior. This knobbed plate should also continue to be producible by inexpensive calendering.
Diese Aufgabe der Erfindung ist dadurch gelöst, daß die Höhe der Stützstege mindestens 70%, vorzugsweise mindestens 80 % der Höhe der Flügelelemente beträgt, die in ihrem Fußbereich bogenförmige Übergänge zur Kunststoffplatte aufweisen.This object of the invention is achieved in that the height of the support webs is at least 70%, preferably at least 80% of the height of the wing elements which have curved transitions to the plastic plate in their foot region.
Die erfindungsgemäße Ausbildung der Flügelelemente durch die besondere Gestaltung der Stützstege sowie der Fußbereiche eines jeden Flügelelementpaares wird die angestrebte erhöhte Langzeitfestigkeit der so gebildeten Noppen und ihrer Verankerung an der eigentlichen Kunststoffplatte erzielt. Langzeituntersuchungen haben gezeigt, daß die Dauer- Grundwasserdruckfestigkeit bei Auskleidung von Betonbauteilen oder Betonbauwerken bei 1,5 bis 6,0 bar liegt. Mit diesen herausragenden Werten ist die erfindungsgemäße Kunststofϊplatte vor allem zum Auskleiden von erdverlegten Kanalrohrsystemen geeignet. Weitere Einzelheiten, Merkmale und Vorteile der Erfindung ergeben sich aus der folgenden Beschreibung mehrerer bevorzugter Ausführungsbeispiele sowie anhand der schematischen Zeichnung und der Patentansprüche. Es zeigen -jeweils in Teilansicht -The inventive design of the wing elements through the special design of the support webs and the foot areas of each pair of wing elements, the desired increased long-term strength of the knobs formed in this way and their anchoring to the actual plastic plate is achieved. Long-term studies have shown that the permanent groundwater pressure resistance when lining concrete components or concrete structures is 1.5 to 6.0 bar. With these outstanding values, the plastic plate according to the invention is particularly suitable for lining underground sewer pipe systems. Further details, features and advantages of the invention will become apparent from the following description of several preferred exemplary embodiments and from the schematic drawing and the claims. It shows - each in partial view -
Fig. 1 eine Seitenansicht einer ersten Ausführungsform der Erfindung;Fig. 1 is a side view of a first embodiment of the invention;
Fig. 1.1 eine Draufsicht des Gegenstandes der Fig. 1 ;Fig. 1.1 is a top view of the subject of Fig. 1;
Fig. 2 bis Fig. 7 gleichermaßen Seiten- und Draufsichten auf weitereFig. 2 to Fig. 7 equally side and top views of others
Ausführungsbeispiele der erfindungsgemäßen Kunststoffplatte und Fig. 8 einen Schnitt nach Linie VIII- VTII der Fig. 6.Embodiments of the plastic plate according to the invention and FIG. 8 shows a section along line VIII-VTII of FIG. 6.
In der nachfolgenden Beschreibung sind gleiche Basisteile der erfindungsgemäßen Kunststoff- oder Noppenplatte 1 mit gleichen bzw. gleichartigen Bezugsziffern versehen sind, so daß nicht sämtliche Fig. im Detail beschrieben werden. Dies vorausgeschickt sei somit zunächst auf die Fig. 1 eingegangen. Sie zeigt die erfindungsgemäße Kunststoff- oder Noppenplatte 1 mit einer Basisplatte 5, auf der einstückig Noppen 4 oder Flügelelementpaare 2 vorgesehen sind. Letztere bestehen aus jeweils zwei sich verspreizenden Flügelelementen 3, die über einen Stützsteg 4 miteinander verbunden sind. Flügelelemente 3, Stege 4 und Grundplatte 5 sind somit insgesamt einstückig. Wie erwähnt, werden sie im Wege des Extrusionskalandrierens hergestellt.In the following description, the same base parts of the plastic or knobbed plate 1 according to the invention are provided with the same or similar reference numerals, so that not all of the figures are described in detail. That being said, let us first consider FIG. 1. It shows the plastic or studded plate 1 according to the invention with a base plate 5 on which studs 4 or pairs of wing elements 2 are provided in one piece. The latter consist of two expanding wing elements 3, which are connected to one another via a support web 4. Wing elements 3, webs 4 and base plate 5 are thus in one piece. As mentioned, they are manufactured by extrusion calendering.
In der vorliegenden Zeichnung und ebenso in der Fig. 1 sind Maßangaben in mm sowie Gradangaben enthalten. Sie geben bevorzugte Werte der erfindungsgemäßen Noppenplatte 1 wieder. Zu den Stützstegen 4 ist auszuführen, daß sie mindestens 70%, vorzugsweise 80% und mehr der Höhe der Flügelelemente 3 aufweisen. Wie sich aus den Fig. gleichermaßen ergibt, gehen die Flügelelemente an ihrem Fuße in Form eines Bogens 6 in die Grundplatte 5 über. Dieser Übergang erfolgt vorzugsweise stetig. Hierdurch ergibt sich eine vergleichsweise breite Verbindungsfläche der Noppen 2 mit eben dieser Grundplatte 5 mit einer entsprechend verringerten Belastung der Zugbeanspruchung pro Flächeneinheit im Fußbereich der Noppen. Der Radius des Bogens 6 beträgt vorzugsweise etwa 50% der Dicke eines Flügelelementes in der Ansicht nach Fig. 1.In the present drawing and also in FIG. 1, dimensions in mm and degrees are included. They represent preferred values of the knobbed plate 1 according to the invention. Regarding the support webs 4, it should be stated that they have at least 70%, preferably 80% and more, of the height of the wing elements 3. As can also be seen from the figures, the wing elements merge into the base plate 5 at their base in the form of an arc 6. This transition is preferably continuous. This results in a comparatively wide connection surface of the knobs 2 with precisely this base plate 5 with a correspondingly reduced load on the Tensile stress per unit area in the foot area of the knobs. The radius of the arc 6 is preferably approximately 50% of the thickness of a wing element in the view according to FIG. 1.
Wie die Zeichnungen zeigen, schließen die Flügelemente 3 einen Spreizwinkel ein, der im Regelfall 50 bis 60 Grad beträgt; vorzugsweise beträgt er 56 Grad.As the drawings show, the wing elements 3 include an angle of spread which is usually 50 to 60 degrees; preferably it is 56 degrees.
Die Flügelemente 3 oder Noppen der Flügelelementpaare 2 gemäß Fig. 1 und Fig. 1.1 sind im wesentlichen über ihre Breite 7 gegeneinander versetzt, wie sich dies aus Fig. 1.1 ergibt. Dort ist ebenfalls ersichtlich, daß sie an ihren beiden zueinander angrenzenden Randbereichen über die Stege 4 miteinander verbunden sind.The wing elements 3 or knobs of the wing element pairs 2 according to FIG. 1 and FIG. 1.1 are essentially offset from one another over their width 7, as can be seen from FIG. 1.1. It can also be seen there that they are connected to one another at their two adjacent edge regions via the webs 4.
Fig. 2 zeigt eine abgeänderte Ausführungsform des Gegenstands der Fig. 1. Die Flügelelemente 3 sind hier, wie Fig. 2.1 zeigt, breiter gegenüber den Flügelelementen 2 der Fig. 1 ausgeführt. Hinsichtlich ihrer Dicke 8 sind sie gleich bemessen. Darüber hinaus sind sie im Gegensatz zur Fig. 1 nur geringfügig gegeneinander versetzt. Die Stege sind in etwa mittig zur Breite 7 angeordnet.FIG. 2 shows a modified embodiment of the object of FIG. 1. Here, as shown in FIG. 2.1, the wing elements 3 are wider than the wing elements 2 of FIG. 1. With regard to their thickness 8, they are dimensioned the same. In addition, in contrast to FIG. 1, they are only slightly offset from one another. The webs are arranged approximately centrally to the width 7.
Die Ausfuhrungsform der erfindungsgemäßen Noppenplatte 1 gemäß Fig. 3 und 3.1 unterscheidet sich von der gemäß den Fig. 1 und 2 im wesentlichen dadurch, daß die Flügelelemente 3 in ihrem oberen Bereich 3.1, der dem Fußbereich mit den Bögen 6 gegenüberliegt, nach außen abgeknickt sind und daß somit die oberen Bereiche 3.1 einen größeren Spreizwinkel einschließen als die eigentlichen Flügelelemente 3. Dies ergibt sich aus Fig. 3. Der Spreizwinkel der Flügelelemente 3 beträgt dort im Fußbereich wiederum 56 Grad; der des oberen Bereiches 3.1 der Flügelelemente 3 > 90 Grad.3 and 3.1 differs from that according to FIGS. 1 and 2 essentially in that the wing elements 3 are bent outwards in their upper region 3.1, which lies opposite the foot region with the arches 6 and that the upper areas 3.1 thus enclose a larger spreading angle than the actual wing elements 3. This is shown in FIG. 3. The spreading angle of the wing elements 3 there is again 56 degrees in the foot area; that of the upper area 3.1 of the wing elements 3> 90 degrees.
Der vergrößerte Spreizwinkel im oberen Bereich 3.1 der Flügelelemente bewirkt eine verbesserte Haftung der Flügelelementpaare 2 insgesamt in der Betonunterkonstruktion. Ansonsten sind die Flügelelemente 3 eines jeden Flügelelementpaares 2 in gleicher Weise angeordnet wie beim Ausführungsbeispiel gemäß Fig. 1, wie dies ein Vergleich der Fig. 3.1 und 1.1 zeigt.The increased spreading angle in the upper region 3.1 of the wing elements brings about an improved adhesion of the wing element pairs 2 overall in the concrete substructure. Otherwise, the wing elements 3 of each pair of wing elements 2 are arranged in the same way as in the exemplary embodiment according to FIG. 1, as is shown by a comparison of FIGS. 3.1 and 1.1.
Eine ähnliche Ausfuhrungsform der erfindungsgemäßen Noppenplatte zeigt Fig. 4 mit Fig. 4.1. Die Flügelelemente 3 der einzelnen Flügelelementpaare 2 sind wiederum in ihren oberen Bereichen 3.1 nach außen weiter gespreizt als in dem Bereich, der bis zum oberen Ende des Stützsteges 4 reicht. Die Flügelelemente 3 sind vergleichsweise breit; vgl. Bezugsziffer 7. Sie sind fluchtend zueinander vorgesehen, also nicht zueinander versetzt. Die Stützstege 4 sind jeweils mittig bezüglich der Breite 7 der Flügelelemente vorgesehen.A similar embodiment of the knobbed plate according to the invention is shown in FIG. 4 with FIG. 4.1. The wing elements 3 of the individual wing element pairs 2 are again spread outward in their upper regions 3.1 than in the region which extends to the upper end of the support web 4. The wing elements 3 are comparatively wide; see. Reference number 7. They are provided in alignment with one another, that is to say not offset from one another. The support webs 4 are each provided centrally with respect to the width 7 of the wing elements.
Fig. 5 und 5.1 zeigen Flügelelementpaare mit mehreren Stützstegen 4 pro Flügelelementpaar 2. Im vorliegenden Fall handelt es sich um vier Stützstege 4, wobei die beiden äußeren Stützstege als Endstützstege 4.1 bezeichnet sind. Die Flügelelemente 3 sind wiederum fluchtend zueinander vorgesehen. Auf diese Weise stellen sich drei Vertiefungen 9 ein, die sich insofern vorteilhaft auswirken, als sich im Falle von Grundwasserdruck aus dem Betonbauwerk auf die Noppenplatte 1 ein gewisser zusätzlicher Grundwasserdruck dort aufbauen kann und somit zur Entlastung der Beanspruchung des Fußbereiches der Flügelelementpaare im Bereich der Bogen 6 beiträgt.5 and 5.1 show pairs of wing elements with a plurality of support webs 4 per pair of wing elements 2. In the present case, there are four support webs 4, the two outer support webs being designated as end support webs 4.1. The wing elements 3 are in turn provided in alignment with one another. In this way there are three depressions 9, which have an advantageous effect in that, in the case of groundwater pressure from the concrete structure on the knob plate 1, a certain additional groundwater pressure can build up there and thus to relieve the stress on the foot area of the wing element pairs in the area of the arches 6 contributes.
Diese Bedingung ist in Fig. 8 näher dargestellt. Ein Pfeil 10 repräsentiert den sich aufbauenden Grundwasserdruck innerhalb der Vertiefungen 9. In den Vertiefungen 9 ist aufgestautes Wasser gezeigt. Der die erfindungsgemäße Noppenplatte umgebende Beton ist mit 11 bezeichnet.This condition is shown in more detail in FIG. 8. An arrow 10 represents the build-up of groundwater pressure within the depressions 9. In the depressions 9, accumulated water is shown. The concrete surrounding the knobbed plate according to the invention is designated 11.
In Fig. 6 schließlich ist eine weitere Variante der erfindungsgemäßen Kunststoffplatte 1 dargestellt. Es handelt sich hierbei um Flügelelementpaare 2 mit einheitlichen Spreizwinkel. Die Flügelelemente 3 weisen unterschiedliche Breite auf. Zwei Stützelemente verbinden die Flügelelemente 3 miteinander. Die Außenkanten des Elementes 3 geringer Dicke sind mit dem gegenüberliegenden breiteren Flügelelement 3 verbunden, so daß sich die Vertiefung 9 über die Breite des Flügelelementes 3 geringerer Breite erstreckt. Das Flügelelement 3 größerer Breite ragt über diese Vertiefung 9 hinaus, wie dies Fig. 6.6 in der Draufsicht zeigt. Fig. 7 mit der Fig. 7.1 zeigen weitere mögliche Ausführungsbeispiele der Erfindung, unabhängig davon, ob die Flügelelemente 3 in ihrem oberen Bereich 3.1 weiter gespreizt sind oder nicht mit diagonal angeordneten Stützstegen 4 zwischen versetzt zueinander angeordneten Flügelelementen 3; siehe 7.1. Es sind hierzu vier Noppenformen 3.2 bis 3.6 gezeigt. Die Stützstege 4 nehmen dabei in etwa die Breite 7 der Stützstege im Verbindungsbereich zwischen Stützsteg 4 und Flügelelement 3 ein. Zwischen den beiden Flügelelementen können die Stützstege 4 sich jedoch verjüngen bzw. in ihrer Dicke enger werden, wie dies in der Fig. 7.1 zeichnerisch dargestellt ist.6 shows a further variant of the plastic plate 1 according to the invention. These are wing element pairs 2 with a uniform spreading angle. The wing elements 3 have different widths. Two support elements connect the wing elements 3 to one another. The outer edges of the element 3 of small thickness are with the opposite wider wing element 3 connected so that the recess 9 extends across the width of the wing element 3 of smaller width. The wing element 3 of greater width protrudes beyond this recess 9, as shown in Fig. 6.6 in plan view. 7 with FIG. 7.1 show further possible exemplary embodiments of the invention, irrespective of whether the wing elements 3 are further spread in their upper region 3.1 or not with diagonally arranged support webs 4 between wing elements 3 arranged offset from one another; see 7.1. Four knob shapes 3.2 to 3.6 are shown. The support webs 4 take up approximately the width 7 of the support webs in the connection area between the support web 4 and the wing element 3. Between the two wing elements, however, the support webs 4 can taper or become narrower in thickness, as is shown in the drawing in FIG. 7.1.
Als thermoplastischer Werkstoff für die erfindungsgemäße Kunststoffplatte 1, insbesondere PVC, PE, PP, PVDF und ECTFE infrage. Hergestellt werden kann die erfindungsgemäße Kunststoffplatte 1 insbesondere nach dem Verfahren, wie es in der EP 0 436 058 Bl beschrieben ist. Diese europäische Patentschrift wird ausdrücklich mit zum Gegenstand der vorliegenden Offenbarung gemacht. As a thermoplastic material for the plastic sheet 1 according to the invention, in particular PVC, PE, PP, PVDF and ECTFE in question. The plastic plate 1 according to the invention can be produced in particular by the method as described in EP 0 436 058 B1. This European patent specification is expressly made part of the subject matter of the present disclosure.

Claims

Patentansprüche claims
1. Kunststofφlatte (1), insbesondere zum Auskleiden von Betonbauteilen, vorzugsweise aus thermoplastischem Kunststoff, mit auf mindestens einer Seite einstückig mit ihr ausgebildeten sich verspreizenden Flügelementen (3), die in ihrem Fußbereich Stützstege (4) aufweisen, dadurch gekennzeichnet, daß die Höhe der Stützstege (4) mindestens 70%, vorzugsweise mindestens 80 % der Höhe der Flügelelemente (3) beträgt, die in ihrem Fußbereich bogenförmige Übergänge (6) zur Kunststoffplatte (1) aufweisen.1. Kunststofφlatte (1), in particular for lining concrete components, preferably made of thermoplastic, with on at least one side integrally formed with it expanding wing elements (3) which have support webs (4) in their foot region, characterized in that the height the support webs (4) is at least 70%, preferably at least 80% of the height of the wing elements (3) which have curved transitions (6) to the plastic plate (1) in their foot region.
2. Kunststofφlatte nach Anspruch 1, dadurch gekennzeichnet, daß der Radius des Übergangs etwa 50 % der Dicke eines Flügelelementes beträgt.2. Kunststofφlatte according to claim 1, characterized in that the radius of the transition is about 50% of the thickness of a wing element.
3. Kunststofφlatte nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Flügelelemente (3) an ihren freien Enden beginnend ab dem der Kunststofφlatte abgewandten Ende der Stützstege (4) einen größeren Spreizwinkel als im Bereich der Stützelemente (3) einschließen.3. Kunststofφlatte according to claim 1 or 2, characterized in that the wing elements (3) at their free ends starting from the end of the support webs (4) facing away from the plastics include a larger spreading angle than in the region of the support elements (3).
4. Kunststofφlatte nach mindestens einem der vorstehenden Ansprüche, dadurch gekennzeichnet, daß jeweils zwei Flügelemente (3) versetzt zueinander angeordnet und über mindestens einen Stützsteg (4) miteinander verbunden sind.4. plastic plate according to at least one of the preceding claims, characterized in that in each case two wing elements (3) are arranged offset from one another and are connected to one another via at least one support web (4).
5. Kunststofφlatte nach Anspruch 4, dadurch gekennzeichnet, daß die Flügelemente (3) eines Flügelelementpaares (2) praktisch über ihre gesamte Breite zueinander versetzt und in ihren aneinander angrenzenden Bereichen über einen Stützsteg (3) miteinander verbunden sind. 5. Kunststofφlatte according to claim 4, characterized in that the wing elements (3) of a pair of wing elements (2) practically offset over their entire width and are connected to each other in their adjacent areas via a support web (3).
6. Kunststofφlatte nach mindestens einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Flügelelemente (3) eines Flügelelementpaares (2) fluchtend zueinander angeordnet sind und der jeweilige Stützsteg (2) symmetrisch zwischen den Flügelelemente vorgesehen ist.6. plastic plate according to at least one of claims 1 to 3, characterized in that the wing elements (3) of a pair of wing elements (2) are arranged in alignment with one another and the respective support web (2) is provided symmetrically between the wing elements.
7. Kunststofφlatte nach mindestens einem der vorstehenden Ansprüche, dadurch gekennzeichn et, daß die Flügelementpaare (2) jeweils zwei Endstützstege (4.1) aufweisen.7. plastic plate according to at least one of the preceding claims, characterized gekennzeichn that the pairs of wing elements (2) each have two end support webs (4.1).
8. Kunststofφlatte nach mindestens einem der vorstehenden Ansprüche, dadurch gekennzeichnet, daß beiderseits der Flügelelementpaare (2) mit Flügelelementen (3) gleicher Breite je ein Endstützsteg (4. 1) vorgesehen ist.8. plastic plate according to at least one of the preceding claims, characterized in that an end support web (4. 1) is provided on both sides of the wing element pairs (2) with wing elements (3) of the same width.
9. Kunststofφlatte nach Anspruch 8, dadurch gekennzeichnet, daß zwischen den Endstützstegen (4, 1) weitere Stützstege (4) vorhanden sind.9. plastic plate according to claim 8, characterized in that between the end support webs (4, 1) further support webs (4) are present.
10. Kunststofφlatte nach mindestens einem der vorstehenden Ansprüche, dadurch gekennzeichnet, daß die Flügelelemente (3)unterschiedliche Breite (7) haben und die Stützstege (4) sich von den Längsseiten des Flügelementes (3) geringerer Breite senkrecht zum Flügelelement (3) größerer Breite erstrecken.10. plastic plate according to at least one of the preceding claims, characterized in that the wing elements (3) have different widths (7) and the support webs (4) from the longitudinal sides of the wing element (3) of smaller width perpendicular to the wing element (3) of greater width extend.
11. Kunststofφlatte nach mindestens einem der vorstehenden Ansprüche, dadurch gekennzeichnet, daß die versetzt zueinander angeordneten Flügelelemente (3) eines Flügelelementenpaares (2) über je einen Stützsteg (4) miteinander verbunden sind, der im wesentlichen die gleiche Breite wie die Flügelelemente (3) aufweist. 11. plastic plate according to at least one of the preceding claims, characterized in that the staggered wing elements (3) of a pair of wing elements (2) are connected to each other via a supporting web (4) which is essentially the same width as the wing elements (3) having.
12. Kunststofφlatte nach mindestens einem der vorstehenden Ansprüche, dadurch gekennzeichnet, daß die Breite (7) des Stützsteges (4) zwischen zwei Flügelelementen (3) geringer als im Bereich der Verbindung mit den Flügelelementen (3) ist (Fig. 7.1).12. Kunststofφlatte according to at least one of the preceding claims, characterized in that the width (7) of the support web (4) between two wing elements (3) is less than in the region of the connection with the wing elements (3) (Fig. 7.1).
13. Kunststofφlatte nach mindestens einem der vorstehenden Ansprüche, dadurch gekennzeichnet, daß die Flügelelemente rechteckigen, quadratischen oder mehreckigen Querschnitt aufweisen.13. plastic plate according to at least one of the preceding claims, characterized in that the wing elements have a rectangular, square or polygonal cross section.
14. Kunststofφlatte nach Anspruch 13, dadurch gekennzeichnet, daß die Flügelelemente gebrochene oder gerundete Kanten aufweisen.14. Kunststofφlatte according to claim 13, characterized in that the wing elements have broken or rounded edges.
15. Kunststofφlatte nach mindestens einem der Ansprüche 1 bis 12, dadurch gekennzeichnet, daß die Flügelelemente runden, ovalen oder elliptischen Querschnitt aufweisen .15. plastic plate according to at least one of claims 1 to 12, characterized in that the wing elements have a round, oval or elliptical cross section.
oooo oooo
EP00909121A 2000-01-31 2000-01-31 Synthetic panel, especially for lining concrete building components Expired - Lifetime EP1165905B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DK00909121T DK1165905T3 (en) 2000-01-31 2000-01-31 Plastic sheet, especially for cladding of concrete building parts
PT00909121T PT1165905E (en) 2000-01-31 2000-01-31 SITE PLATE, ESPECIALLY FOR COMPONENT COATING IN BETA

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2000/000729 WO2001057340A1 (en) 2000-01-31 2000-01-31 Synthetic panel, especially for lining concrete building components

Publications (2)

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EP1165905A1 true EP1165905A1 (en) 2002-01-02
EP1165905B1 EP1165905B1 (en) 2004-10-27

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US (1) US6655103B1 (en)
EP (1) EP1165905B1 (en)
JP (1) JP4339545B2 (en)
KR (1) KR100701972B1 (en)
AT (1) ATE280872T1 (en)
AU (1) AU770050B2 (en)
CA (1) CA2338655C (en)
DE (1) DE50008423D1 (en)
DK (1) DK1165905T3 (en)
ES (1) ES2234570T3 (en)
IL (1) IL140991A0 (en)
PT (1) PT1165905E (en)
TW (1) TW509744B (en)
WO (1) WO2001057340A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1026591B1 (en) * 2018-09-06 2020-04-06 M H C Nv Concrete building element

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE50008423D1 (en) * 2000-01-31 2004-12-02 Gruber Alois Gmbh PLASTIC PANEL, ESPECIALLY FOR LINING CONCRETE COMPONENTS
JP4361049B2 (en) * 2004-12-06 2009-11-11 コリア ナショナル ハウジング コーポレーション Assembled box-type steel pipe column for filling concrete and method for producing the same
SI1715196T1 (en) 2005-04-22 2012-04-30 Agru Kunststofftechnik Gmbh Synthetic panels to cover concrete constructions parts
KR200446289Y1 (en) * 2007-10-16 2009-10-14 박건창 Concrete Buried Plastic Panel
US7788865B2 (en) * 2008-02-18 2010-09-07 Trim-Tex, Inc. Drywall trimming element with compound locking feature
US20120023845A1 (en) * 2008-12-23 2012-02-02 Chevron U.S.A. Inc. Base Mat Assembly And Method For Constructing The Same
TWM365962U (en) * 2009-03-03 2009-10-01 Yao-Zong Chen Raised floor unit
US8075221B2 (en) * 2009-11-12 2011-12-13 Hortech, Inc. Paver assembly
JP5903772B2 (en) 2011-04-11 2016-04-13 ソニー株式会社 Solid-state imaging device and camera system
DK2806083T3 (en) 2013-05-24 2020-11-30 Agru Kunststofftechnik Ges M B H Device for attaching plastic sheets to buildings or components and method for cladding components or buildings with plastic sheets
JP2016037749A (en) * 2014-08-07 2016-03-22 株式会社栗本鐵工所 Repair structure for inner surface of water channel and water channel repair plate
CN104370010B (en) * 2014-09-11 2017-01-18 韦琪琪 Container of plastic and concrete structure
CN105951970A (en) * 2016-04-28 2016-09-21 成都津泽环保工程有限责任公司 Liner structure for concrete pipeline and concrete pipeline
CN106003698A (en) * 2016-05-28 2016-10-12 浙江双林机电科技有限公司 Production method for concrete protection lining
US12010961B2 (en) 2021-03-02 2024-06-18 Hortech, Inc. Modular planting system for roof applications

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2046535T3 (en) 1990-01-05 1994-02-01 ®Agru® Alois Gruber Gesellschaft M.B.H. PROCEDURE FOR THE MANUFACTURE OF PLATES OF SYNTHETIC MATERIAL, AND PLATE OF BUTTONS.
US5168682A (en) * 1990-10-05 1992-12-08 Palle Rye Plastic liners for concrete structural elements and the elements and structures produced thereby
US5351720A (en) * 1992-03-10 1994-10-04 Link-Pipe, Inc. Apparatus for repairing conduits
DE9300859U1 (en) * 1993-01-22 1993-05-27 Alois Gruber Gmbh, Bad Hall Concrete protection plate with signal and reflection layer
WO1996016790A1 (en) * 1994-12-02 1996-06-06 Sure Grip North America, L.L.C. A lining system and method for installing a plastic liner
DE50008423D1 (en) * 2000-01-31 2004-12-02 Gruber Alois Gmbh PLASTIC PANEL, ESPECIALLY FOR LINING CONCRETE COMPONENTS

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0157340A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1026591B1 (en) * 2018-09-06 2020-04-06 M H C Nv Concrete building element

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AU3151200A (en) 2001-08-14
DE50008423D1 (en) 2004-12-02
TW509744B (en) 2002-11-11
JP4339545B2 (en) 2009-10-07
PT1165905E (en) 2005-01-31
EP1165905B1 (en) 2004-10-27
CA2338655C (en) 2008-09-16
IL140991A0 (en) 2002-02-10
WO2001057340A1 (en) 2001-08-09
AU770050B2 (en) 2004-02-12
JP2003521608A (en) 2003-07-15
KR100701972B1 (en) 2007-04-02
CA2338655A1 (en) 2001-07-31
ATE280872T1 (en) 2004-11-15
DK1165905T3 (en) 2004-12-06
KR20010110289A (en) 2001-12-12
ES2234570T3 (en) 2005-07-01
US6655103B1 (en) 2003-12-02

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