EP0804661B1 - Vorrichtung und verfahren zur auskleidung eines statischen trägers mit kunststoffplatten - Google Patents

Vorrichtung und verfahren zur auskleidung eines statischen trägers mit kunststoffplatten Download PDF

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Publication number
EP0804661B1
EP0804661B1 EP95908246A EP95908246A EP0804661B1 EP 0804661 B1 EP0804661 B1 EP 0804661B1 EP 95908246 A EP95908246 A EP 95908246A EP 95908246 A EP95908246 A EP 95908246A EP 0804661 B1 EP0804661 B1 EP 0804661B1
Authority
EP
European Patent Office
Prior art keywords
anchor
plastic
static support
anchors
holes
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
Application number
EP95908246A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0804661A1 (de
Inventor
Ernst Rohringer
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.)
Steuler Industriewerke GmbH
Original Assignee
Steuler Industriewerke 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 Steuler Industriewerke GmbH filed Critical Steuler Industriewerke GmbH
Publication of EP0804661A1 publication Critical patent/EP0804661A1/de
Application granted granted Critical
Publication of EP0804661B1 publication Critical patent/EP0804661B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0835—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements extending into the back side of the covering elements
    • E04F13/0837—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements extending into the back side of the covering elements extending completely through the covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/18—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of organic plastics with or without reinforcements or filling materials or with an outer layer of organic plastics with or without reinforcements or filling materials; plastic tiles

Definitions

  • the invention relates to an apparatus and a method for covering e.g. Apparatus or structures from e.g. Sheet steel or concrete as a static beam using a superior large plastic plates.
  • the attachment of the Plastic plates on the surface are made using metal anchors or dowels, which are pre-assembled in a fixed division on the surface or when mounting on a plate.
  • the Plastic plates are attached to the anchor or dowel with the Connected underground in a material-appropriate manner.
  • Plastic sheets in particular made of polyolefins such as polyethylene (PE) or polypropylene (PP) are suitable as a result their special material properties, such as chemical resistance, Abrasion resistance, anti-adhesive surface, Weldability etc., for linings to protect the static Carrier in particular, but with the restriction, that the very high thermal expansion is difficult to control is.
  • Pre-screwed linings made of plastic sheets, especially from thermoplastics have in the past regularly fails if they are larger and / or regular Were exposed to temperature fluctuations. Tightening welding affects the frequency of damage or glue the panels together. Thereby otherwise becomes possible at least at the edges of the plates Thermal expansion of the material with changes in temperature prevented.
  • Prevented thermal expansion i.e.
  • Lining techniques with plastic sheets have been developed, which avoid the disadvantages described.
  • plates are provided with a large number of plates on the back distributed plastic anchors and as lost Formwork poured into concrete or mortar. By the Pouring the anchors into concrete or mortar will make them complete embedded. All anchors therefore bear the same Divide. Linings produced in this way, which are described in EP-A-0 059929 are capable of considerable, unevenly distributed and rugged temperature changes as permanent stress to resist.
  • the disadvantage is too see that to fix the plates always with a full surface Mortar or concrete support layer can be worked must what the assembly technology economic and technical Sets limits. This is especially true when lining Sheet steel apparatus the case.
  • the invention is based on the object Device and method for lining a static Carrier with plastic sheets on a static
  • a mortar or concrete carrier layer for the lining can be and instead known, inexpensive and simple fastening techniques using pre-assembled anchors or dowels can be used without the so far associated disadvantages are to be feared.
  • a particular advantage of the device according to the invention lies in their easy disassembly and thus repairability.
  • the invention is particularly suitable for liquid-tight Lining of containers or channels.
  • a plastic can be used as material 5 workable putty or flowable injection mortar be used by a in the clamping disc 4th existing opening 23 is injected.
  • the annulus can too filled before filling with a putty 5 become.
  • the putty hardens so quickly that changes the ambient temperature is not in a strain-related Change in position of the annular gap can affect. In many cases, this will result from the strains in the lining plate expected hole reveal pressure the permissible Material values exceed.
  • the lining plate 2 must then in the area of the hole reveal 8 by welding or sticking reinforcing rings 7 reinforced or the plates are already in one operation provided with reinforcement rosettes during manufacture. By correct dimensioning of the anchor and hole reveal dimensions the required number of anchors can be minimized.
  • the Joining seam 12, with which the reinforcement ring 7 on the lining plate 2 should be applied through the entire surface Schuelement- oaer rotation or friction welding or by full-surface adhesive can be produced.
  • the clamping disc 4th is equipped with a deep profile 14, which by the contact pressure of the nut 13 or by special Measures such as Heat, ultrasound or milling in the surface of the lining plate 2 at the moment of Assembly of each individual anchor is sunk.
  • lining panels 2 with or without reinforcement ring (s) are 7 via countersunk screws 22 screwed into welded nuts 21.
  • the annuli are in turn over the Fill holes 23 in the screws 22 with putty 5 pressed.
  • the lining is in the area of the screws 22 to the load side with welded or glued Cover caps 15 closed over the joining seam 16.
  • As an alternative option for the design of the hole reveal 8 is a tapering towards the stress side Hole shown. This facilitates the replacement of lining panels in the event of a repair, since there is lining panel 2 Slightly pull off after loosening the screws 22 leaves. With sufficient thickness of the lining panels and Arithmetical check of the perforation reveal pressure can be made on the reinforcement rings 7 are dispensed with.
  • reinforcement rings on the other side of the plate be arranged, otherwise the same execution.
  • the lining panels are attached 2 via anchor 3 on the static support 1.
  • the anchors 3 are sufficient into an opening of the welded to the lining plate 2, glued or molded in any other way Reinforcement rings 7.
  • Both the surface 10 of the anchor 3 and the hole reveals 8 is profiled so that the putty 5 injected through openings 26 a mutual anchorage causes. This profiling is in particular at Thermoplastics such as polyolefins are necessary for power transmission, since no adhesive contacts are possible on their surface are.
  • the filling openings 26 are then through Welding or adhesive plugs closed. This results in a smooth, dense lining surface on the load side.
  • the lining panels are attached 2 via anchor 3 on a serving as a static support Sheet metal jacket 1 from the inside.
  • the anchors 3 are fixed in Division through the holes 28 of the sheet metal jacket 1 as Pre-assembled screw insert from the outside.
  • the lining plate 2 is attached with their, in the same division Reinforcement rings 7 pushed onto the armature 3.
  • the between Armature 3 and reinforcement ring 7 predetermined annular gap allows thermal expansion-related tolerances in the division between Anchor 3 and reinforcement ring 7 during assembly.
  • the annular gap is used to create a direct material bridge between anchor 3 and the hole reveal 8 of the reinforcement ring 7 filled with a material 5, as under Fig. 4 described. Power transmission in the axial direction the anchor is profiled by the 10 and the profile 10 of the hole reveal via the material filling 5.
  • the armature 3 with its part 27 in the Opening 28 of the reinforcement rings 7 of the lining plate 2 fitted so that a material fit with a non-positive Profileing 10 in the hole reveal 8 of the reinforcement ring 7 for full-area power transmission.
  • Part 27 of the armature 3 could also be used in an alternative embodiment formed in the form of a single or double tube and be pushed over the reinforcement ring 7.
  • the prepared one Lining plate is with the anchors 3 in holes 24 of the static support 1 inserted so that one end the anchor 3 protrudes and in this position by nuts 13 is screwed tightly over the clamping disks 4.
  • the on Lining plate 2 acting forces, in particular suppressed thermal expansion, i.e.
  • the lining plates are attached 2 on the static support 1 by prefabricated Retaining rings 6, which are pressed onto the armature 3 or be screwed on a thread 11. So that the retaining rings 6 despite the eccentricity to be expected during assembly and dimensional accuracy of the annular gaps 9 on each of the Attachment points can be used so precisely that a full-surface adhesion on the perforations 8 achieved is, the annular gap 9 immediately before the assembly of the corresponding Retaining ring drilled with a cutting tool 25. The retaining ring 6 is then inserted immediately. The diameter of the milling cutter or drill 25 must be the maximum precalculated eccentricity of the perforations 8 correspond.
  • the lining is covered by welding or sticking cover caps 15 with welding or Adhesive seam 16.
  • the shape of the perforations 8 can be conical or in another way so that with insertion the spacer rings 6 a screwing of the lining plate 2 with the static support 1.
  • holes 24 are made in the static support 1 brought in.
  • the anchors 3 are in the holes 28 of the lining plates 2 inserted so precisely that in the hole reveal 8 a snug fit and thus a frictional connection takes place.
  • a Part of the anchors extends into the holes 24.
  • the annular gap 9 between holes 24 and armature 3 are over with material 5 Filling openings 23, which lead through the armature 3, filled. After the immediate solidification of the material fillings 5 results there is a frictional connection between anchor 3, lining plate 2 and static support 1.
  • the anchor surface 10 which in the Hole 24 extending into the anchor can be threaded Be profiled.
  • anchor 3 can later in the event of a repair can be turned out of material 5, which facilitates disassembly. With a snug fit of the cap 15 on the anchor 3 are additional over the hole reveal in the cover Forces wasted.
  • the caps 15 with a snug fit pushed in the hole reveals 8 over the anchors 3 and cover the holes in the lining plates 2 28.
  • the cover caps are over the seam 16 with the Lining plate 2 connected and thus serve as a material bridge.
  • the mating surface in the hole reveal 8 can be profiled that a during the joining process Connection between anchor 3 and cover cap 15 via the profiling by melting or gluing.
  • attachment points can be used accordingly combine, both in relation to the individual Attachment point as well as related to different versions within the same lining.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Connection Of Plates (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Laminated Bodies (AREA)
  • Electrostatic Spraying Apparatus (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
EP95908246A 1994-02-01 1995-02-01 Vorrichtung und verfahren zur auskleidung eines statischen trägers mit kunststoffplatten Expired - Lifetime EP0804661B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4403014 1994-02-01
DE4403014A DE4403014A1 (de) 1994-02-01 1994-02-01 Vorrichtung und Verfahren zur Auskleidung eines statischen Trägers mit Kunststoffplatten
PCT/EP1995/000362 WO1995021305A1 (de) 1994-02-01 1995-02-01 Vorrichtung und verfahren zur auskleidung eines statischen trägers mit kunststoffplatten

Publications (2)

Publication Number Publication Date
EP0804661A1 EP0804661A1 (de) 1997-11-05
EP0804661B1 true EP0804661B1 (de) 1999-12-22

Family

ID=6509196

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95908246A Expired - Lifetime EP0804661B1 (de) 1994-02-01 1995-02-01 Vorrichtung und verfahren zur auskleidung eines statischen trägers mit kunststoffplatten

Country Status (6)

Country Link
EP (1) EP0804661B1 (es)
AT (1) ATE188004T1 (es)
AU (1) AU1663895A (es)
DE (2) DE4403014A1 (es)
ES (1) ES2139884T3 (es)
WO (1) WO1995021305A1 (es)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10300004A1 (de) * 2003-01-02 2004-07-22 Ernst Rohringer Vorrichtung und Verfahren zur Begrenzung eines Flüssigkeitsdruckes innerhalb eines Luft-und Stauraumspaltes zwischen tragendem Untergrund und einer Kunststoffauskleidung

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19847360C1 (de) * 1998-10-14 2000-03-02 Steuler Industriewerke Gmbh Verfahren zur Befestigung von großformatigen Thermoplast-Auskleidungsplatten auf aus Fertigteilen bestehenden Betonkonstruktionen
DE102012103262A1 (de) * 2012-03-20 2013-09-26 Strabag Offshore Wind Gmbh Schaft am Fundament einer Offshore-Windenergieanlage mit gelber Kenntlichmachungs- und Schutzfolie
WO2014137305A1 (en) * 2013-03-05 2014-09-12 Senyurek Sefik Adhesion system with locking

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE958056C (de) * 1953-09-24 1957-02-14 Gruenzweig & Hartmann A G Verfahren zum Befestigen von Belagplatten mittels Stifte
FR1320197A (fr) * 1962-01-26 1963-03-08 Acieroid Dispositif d'assemblage de matériaux composites, notamment pour couvertures d'édifices
GB987168A (en) * 1963-12-03 1965-03-24 Conch Int Methane Ltd A method of mounting metal sheets
DE1296325B (de) * 1966-11-03 1969-05-29 Krone Kg Gebaeude-Aussenwandverkleidung aus Waermedaemm-Bauplatten
SE360588B (es) * 1969-03-07 1973-10-01 Ygfors Trading Ab
DE2103879A1 (de) * 1971-01-28 1972-08-17 Werner A. Schuckmann KG, 4000 Düsseldorf Vorrichtung zur Aufnahme insbesondere thermisch bedingter Spannungen bei Fassadenverankerungen
DE2626178A1 (de) * 1976-06-11 1977-12-22 Klein Schanzlin & Becker Ag Kunststoffverbindung mit einlegeteil hoeherer festigkeit
DE3519679A1 (de) * 1985-06-01 1986-12-04 Beitz, Wolfgang, Prof.Dr.-Ing. Verfahren zur herstellung loesbarer verbindungen (schrauben-, formschluessige welle-nabe- und linienhafte formschlussverbindungen) durch formelemente aus klebstoff
DE4029320A1 (de) * 1990-09-15 1992-03-19 Hoechst Ag Verfahren zur befestigung von dekorativen fassadenverkleidungsplatten
DE9014288U1 (de) * 1990-10-15 1990-12-20 Basf Ag, 6700 Ludwigshafen Schraubverbindung für Kunststoffbauteile
US5141357A (en) * 1991-01-09 1992-08-25 Sundstrand Corp. Misalignment compensating fastener insert

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10300004A1 (de) * 2003-01-02 2004-07-22 Ernst Rohringer Vorrichtung und Verfahren zur Begrenzung eines Flüssigkeitsdruckes innerhalb eines Luft-und Stauraumspaltes zwischen tragendem Untergrund und einer Kunststoffauskleidung

Also Published As

Publication number Publication date
DE59507496D1 (de) 2000-01-27
ATE188004T1 (de) 2000-01-15
WO1995021305A1 (de) 1995-08-10
EP0804661A1 (de) 1997-11-05
DE4403014A1 (de) 1995-08-03
ES2139884T3 (es) 2000-02-16
AU1663895A (en) 1995-08-21

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