EP1566487A2 - Profilé de recouvrement d' isolation - Google Patents

Profilé de recouvrement d' isolation Download PDF

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Publication number
EP1566487A2
EP1566487A2 EP05002246A EP05002246A EP1566487A2 EP 1566487 A2 EP1566487 A2 EP 1566487A2 EP 05002246 A EP05002246 A EP 05002246A EP 05002246 A EP05002246 A EP 05002246A EP 1566487 A2 EP1566487 A2 EP 1566487A2
Authority
EP
European Patent Office
Prior art keywords
profile according
web
side portion
profile
bending lines
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
EP05002246A
Other languages
German (de)
English (en)
Other versions
EP1566487A3 (fr
EP1566487B1 (fr
Inventor
Michael Mertens
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.)
Ewald Doerken AG
Original Assignee
Ewald Doerken AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ewald Doerken AG filed Critical Ewald Doerken AG
Publication of EP1566487A2 publication Critical patent/EP1566487A2/fr
Publication of EP1566487A3 publication Critical patent/EP1566487A3/fr
Application granted granted Critical
Publication of EP1566487B1 publication Critical patent/EP1566487B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water

Definitions

  • the invention relates to a profile for covering insulating layers, in particular of Perimeter insulation layers, on exterior walls of foundation walls.
  • Profiles of the aforementioned type are used for covering and sealing insulation layers used on exterior walls of foundation walls.
  • the insulation edge to be covered lies here mostly just below the terrain surface of the surrounding soil.
  • Such Insulations are increasingly being carried out as perimeter insulation.
  • a perimeter insulation consists of plate material, which successively from the bottom plate upwards is relocated. As a result, the top plate, except for special cases, tailored become. This cutting edge must be protected so that no moisture and no Dirt can get between the insulating material and the foundation wall.
  • covers are made individually and beveled Metal tracks produced as the strength of the insulation varies.
  • perimeter insulation panels have thicknesses of 50, 60, 70, 80, 90 and 100 mm on.
  • an additional drainage and protective layer for example in Shape of a dimpled sheet, applied, thereby increasing the overall strength of the insulation further increased.
  • the resulting custom manufacture of covers is complicated and expensive.
  • the object is to provide profiles of the type mentioned, the cheap produce, are easy to transport and store, and their handling is simplified is.
  • the profile consequently consists of an easily produced web of flat material, those in their production form, e.g. in the stack, transported flat and stored can be.
  • bending lines parallel to the longitudinal direction brought in They serve that from the web by appropriate bending or Folding of side sections in a simple manner, the used profile is formed.
  • Under a bending line is understood here any structuring of the web material, the allows the angling of the side sections along a predetermined line.
  • the Material of the track is bendable at least at the bending lines.
  • the Rail in its entirety from bending lines bendable material, however, would be possible also a web of non-bendable, namely dimensionally stable and longitudinal Track sections that are flexibly connected to each other at the bend lines.
  • the direction of the angulation of the side portions of the web is basically arbitrary and is based on the local conditions.
  • they are outer side sections on the outside of the building and on the insulation on and can be fixed there while the remaining sections are available for covering stand.
  • the web with a variety of Bend lines provided so that the web can be selected by the bending lines in width middle section, on which on both sides of the bendable side sections connect (claim 2).
  • the profile universally applicable and adaptable to the respectively given on-site insulation strength.
  • All usual insulation thicknesses only needs one type of webbing made and stored become. This will in addition to a significant cost reduction in production, storage and transport of the web or the profile also easier handling at the construction site reached.
  • the width-selectable middle section is preferably used for the cover the upper narrow side of the insulation, but in principle are also other geometries conceivable.
  • the number of side sections is by appropriate bending on the bending lines selectable.
  • the web can be brought into a variety of profile shapes. expedient however, that is, a first side portion and a second side portion in the opposite direction from the middle section is angled, that the profile of a Z-shape receives (claim 3).
  • Such a Z-shape corresponds to a frequently occurring application.
  • a tight connection of the profile on a Dämmungsau usseite is with the downwardly angled first side portion and a corresponding terminal e.g. on a foundation wall is easy with the upwardly angled second side section reachable.
  • To produce a Z-profile basically only two bending lines are required but provide several useful, so that, as already mentioned above, the width the central portion of the respective thickness of the insulating layer is adaptable.
  • the bending lines are expediently arranged on the track so that the first side section bendable at a plurality of bending lines and the second side section A predetermined bending line is bendable (claim 4).
  • the width of the second side section even with different insulation thicknesses same, which makes sense for a uniform assembly, and advantageous for optical reasons is, if the second side section protrudes from the ground or even as a plaster finish the outer wall is used.
  • any structuring of the Web material understood that allows a bend along a predetermined line.
  • Possible structures are z. B. thickening of the material, where a fold is possible.
  • the bendlines are formed as lines, along which weakened the web material, namely, for example, constricted, notched or is designed as a film hinge (claim 5).
  • Such bending lines can be easily in to bring in a web, even in case of subsequent processing.
  • Weakening the web a bending easier possible and therefore particularly economical.
  • the bending lines are preferably formed as V-notches (claim 6).
  • the bending lines as notches is the angle of the flanks basically according to the preferred position of use of the side sections selectable.
  • the invention is preferred in that the flanks of the V-notches are at right angles form (claim 7).
  • Such a shape of the notches can be, for example, at a Z-shaped profile, a higher stability of the profile at the bending lines to reach.
  • a stop is given for the bending, the folding of a Profiles with mutually perpendicular sections, as in the above Z-shaped Profile, relieved.
  • the bending lines on the web depending on the predetermined bending direction on the top or bottom of the web (Claim 8).
  • it is preferable that the bending directions are given.
  • the edge region is of the edge region, the associated with angled second side portion, a contact leg obliquely Angled (claim 10).
  • a contact leg obliquely Angled
  • recesses for fastening means in particular elongated holes, each with a longitudinal axis parallel to Trajectory provided (claim 11).
  • This allows a simple installation with common Attach fasteners, such as screws, nails or dowels.
  • Such recesses can be introduced in the formation of the web in the material be conceivable, however, is also retrofitting the recesses, for Example by drilling or punching.
  • An arrangement of the longitudinal axis of the slots parallel to the trajectory is advantageous for easy adjustment, but are also others Arrangements, depending on the application, conceivable.
  • the recesses are as Material weakenings formed (claim 12). This ensures that no Moisture through unused recesses penetrates under the profile.
  • the track sections required for fastening recesses can be due to the weakening of the Nevertheless, slightly push out or otherwise remove the web.
  • a self-adhesive layer present (claim 13).
  • the self-adhesive layer also has sealing properties.
  • the web is made rot-proof material, in particular of plastic, preferably PVC (claim 15).
  • plastic especially PVC, is easily malleable and inexpensive.
  • the web is an extrusion product (claim 16). Especially at a sheet of plastic, this is advantageous. For larger quantities also comes one Roll production by calendering into consideration (claim 17). In a production calendering can cause deformations of the material, such as weakenings, easily introduced. Therefore, this method is particularly economical.
  • Fig. 1 shows a cross section of an elongate sheet 12, which as an endless product Extruded plastic, namely PVC, manufactured and divided into common lengths.
  • the web 12 has parallel to its longitudinal extension extending bending lines in the form of on top and bottom V-grooves 1, 14 on which for producing a profile 12a with Z-shape for covering insulating layers 8 of the web 12 sections, namely in the Usually a first side section 5 and a second side section 6, are bendable.
  • Long holes 3 in the side sections 5, 6 serve to secure the profile 12a on walls or the like.
  • FIG. 2 The cross-sectional view shown in FIG. 2 is a second embodiment of the present invention. Compared to the embodiment shown in Fig. 1 this has an obliquely angled contact leg 4.
  • the contact leg 4 is arranged on the second side portion 6, the building-side connection of the profile 12a forms.
  • the contact leg 4 serves to seal one, possibly due to Unevenness of the outer wall or the like formed gap, between the side portion 6 and a foundation wall 10.
  • the V-grooves 1 at a distance of 10 mm corresponds to the levels of thicknesses of 50, 60, 70, 80, 90, 100 and 110 mm of perimeter insulation. A possibly on the outside of the insulation existing
  • the protective and surface drainage layer may also have a thickness of 10 mm.
  • FIG. 1 A plan view of the second embodiment of the present invention shown in FIG is shown in FIG.
  • the figure shows that arranged parallel to the V-grooves 1, 14 Long holes 3, which facilitate the assembly of the profile 12a.
  • the picture shows furthermore the contact leg 4, which is arranged on the second side section 6.
  • Fig. 4 shows a down along one of the V-grooves 1 and along the predetermined V-notch 14 upright right angled path, from the so a ready-to-use Z-profile 12a is formed to cover perimeter insulation layers.
  • Fig. 5 shows a bent as in Fig. 4 profile 12 a in Z-shape, which on an upper side of the Insulating layer 8 is attached to an outer wall of the foundation wall 10.
  • the covered Insulating layer 8 consists of a perimeter insulation 8a and one on the perimeter insulation applied dimpled sheet 9.
  • the insulating layer 8 ends near the top of the surrounding earth 11.
  • the figure illustrates the adaptation of the width of the middle section 2 of the profile 12a to the given insulation thickness.
  • Fig. 6 is an attachment of the profile 12 a of FIG. 5 to the insulating layer 8 and at the Base wall 10 shown.
  • the first side section 5 is provided with dowels 13 on the insulating layer 8 attached.
  • the second side section 6 is fastened to the foundation wall 10 with dowels 13a.
  • the dowels used are chosen appropriately for the respective carrier material.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Insulating Bodies (AREA)
EP05002246.6A 2004-02-20 2005-02-03 Méthode de recouvrement d'isolation utilisant un profil Expired - Lifetime EP1566487B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200410008831 DE102004008831B4 (de) 2004-02-20 2004-02-20 Profil zum Abdecken von Dämmschichten
DE102004008831 2004-02-20

Publications (3)

Publication Number Publication Date
EP1566487A2 true EP1566487A2 (fr) 2005-08-24
EP1566487A3 EP1566487A3 (fr) 2006-03-29
EP1566487B1 EP1566487B1 (fr) 2015-08-05

Family

ID=34706899

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05002246.6A Expired - Lifetime EP1566487B1 (fr) 2004-02-20 2005-02-03 Méthode de recouvrement d'isolation utilisant un profil

Country Status (2)

Country Link
EP (1) EP1566487B1 (fr)
DE (1) DE102004008831B4 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102017012107B3 (de) 2017-12-27 2019-04-04 Bundesrepublik Deutschland, vertreten durch das Bundesministerium der Verteidigung, vertreten durch das Bundesamt für Ausrüstung, Informationstechnik und Nutzung der Bundeswehr Montage-Set zur Bildung eines Schneidladungsgehäuses

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010008724A1 (de) * 2010-02-20 2011-08-25 Walther, Jörg, Dr.-Ing., 09579 Lüftungssystem zur Austrocknung von Gebäudewänden nach Durchfeuchtung
DE102015104978A1 (de) 2015-03-31 2016-10-06 Marius Frenzer Profilsystem zur Montage mit Bauelementen
WO2022047643A1 (fr) * 2020-09-02 2022-03-10 四川轻化工大学 Système d'isolation vertical flexible anti-infiltration de dérivation composite écologique, et procédé d'installation

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1964769A1 (de) 1968-12-30 1970-09-03 Ericsson Sven Ake Rolf Feuchtigkeitsschutzisolierung fuer Grundmauern von Bauten
US3888087A (en) 1973-04-11 1975-06-10 Oivind Lorentzen Activities In Foundation wall protective sheet
GB2189523A (en) 1986-04-11 1987-10-28 Ronald Curtis Bayes Bridging member to bridge between the two damp proof courses of a cavity wall

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8015112U1 (de) * 1980-06-06 1982-03-25 VWS-Growalit GmbH Vollwärmeschutz - Dämmstoffe - Dämmsysteme, 6945 Hirschberg Sockelleiste fuer eine vertikale wandverkleidung
DE3438922A1 (de) * 1984-10-24 1986-04-24 Dörken GmbH & Co KG, 5804 Herdecke Vorrichtung zum abdichten von durch kunststoffolien oder -platten abgedecktem mauerwerk
DE29604075U1 (de) * 1996-03-05 1996-05-09 Gölz, Adam, 64689 Grasellenbach Witterungsschutz für zu isolierende Wand- und Mauerwerke
US6865858B1 (en) * 2000-04-27 2005-03-15 Marc T. Pollard Structural protection device and method of installing the same
DE10057774A1 (de) * 2000-11-22 2002-10-10 Kloeber Johannes Anschlusschürze

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1964769A1 (de) 1968-12-30 1970-09-03 Ericsson Sven Ake Rolf Feuchtigkeitsschutzisolierung fuer Grundmauern von Bauten
US3888087A (en) 1973-04-11 1975-06-10 Oivind Lorentzen Activities In Foundation wall protective sheet
GB2189523A (en) 1986-04-11 1987-10-28 Ronald Curtis Bayes Bridging member to bridge between the two damp proof courses of a cavity wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102017012107B3 (de) 2017-12-27 2019-04-04 Bundesrepublik Deutschland, vertreten durch das Bundesministerium der Verteidigung, vertreten durch das Bundesamt für Ausrüstung, Informationstechnik und Nutzung der Bundeswehr Montage-Set zur Bildung eines Schneidladungsgehäuses

Also Published As

Publication number Publication date
DE102004008831B4 (de) 2013-09-26
DE102004008831A1 (de) 2005-09-15
EP1566487A3 (fr) 2006-03-29
EP1566487B1 (fr) 2015-08-05

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