EP1943395A1 - Isolierschalung für betonwände - Google Patents

Isolierschalung für betonwände

Info

Publication number
EP1943395A1
EP1943395A1 EP06820200A EP06820200A EP1943395A1 EP 1943395 A1 EP1943395 A1 EP 1943395A1 EP 06820200 A EP06820200 A EP 06820200A EP 06820200 A EP06820200 A EP 06820200A EP 1943395 A1 EP1943395 A1 EP 1943395A1
Authority
EP
European Patent Office
Prior art keywords
flange
profile
formwork
panels
channel
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
EP06820200A
Other languages
English (en)
French (fr)
Other versions
EP1943395B1 (de
Inventor
Gilles Ghilardi
Christophe Dufosse
Jean-Pierre Fadet
Olivier Leblanc
Frédéric-Jérôme Cardona
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.)
Rockwool AS
Original Assignee
Rockwool International AS
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 Rockwool International AS filed Critical Rockwool International AS
Priority to EP06820200.1A priority Critical patent/EP1943395B1/de
Publication of EP1943395A1 publication Critical patent/EP1943395A1/de
Application granted granted Critical
Publication of EP1943395B1 publication Critical patent/EP1943395B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs

Definitions

  • the present invention relates to an insulating form for the construction of concrete walls, such as a floor, a roof or a building wall.
  • EP 1 215 346 discloses a floor including in particular a succession of metal profiles nested in each other and each lined with insulating blocks, the thermal insulation being completed by an air gap between the bottom of the profile and the block of 'insulating. A wire mesh is fixed on the profiles, and a concrete slab is poured on the whole. The insulation is separated from the concrete by the air gap and it is the metal profile that is anchored to the concrete, creating thermal bridges harmful to the thermal insulation of the floor.
  • the floor described in EP 1 215 346 may in particular constitute a collaborating floor, that is to say a floor in which the formwork remains permanently and brings, once built, the mechanical properties in tension and bending of its metal components, such as galvanized steel or not.
  • the purpose of the present invention is therefore to provide a profile, an insulating panel and a formwork incorporating them, overcoming the drawbacks of the systems of the prior art and allowing in particular to build concrete walls without creating bridges thermal.
  • a first object of the present invention is constituted by a formwork for a concrete wall comprising a plurality of juxtaposed insulating material panels provided with anchoring elements projecting from a first main face, and a formwork support rigid covering the opposite main face of the panels, formed by metal profiles each defining the bottom and the two sides of a channel which is filled by at least one insulating panel, the thickness of the latter being greater than the height of the profile, the profiles being mutually positioned side by side by the cooperation of flanges formed on both sides of the channel and housed in slot-shaped recesses of appropriate width (in the direction of the thickness of the panels) formed in a flank insulating panels.
  • the formwork according to the invention may also comprise different characteristics, taken alone or in combination:
  • the said rock wool panels have a higher density in a surface area adjacent to their first main face than on the rest of their thickness.
  • the bottom of the channel is provided with stiffening longitudinal ribs and / or perforations.
  • Each profile includes:
  • the second flange and the second rim of a section bearing respectively on the first flange and on the first flange of the neighboring section, and the sections comprising mutual positioning means opposing a relative movement perpendicular to the central zone and / or a relative movement perpendicular to the wings.
  • the first and second flanges extend substantially parallel to the plane of the central range.
  • the mutual positioning means comprises a return following the first flange, turned away from the second flange and forming with the first flange a housing in which is inserted the second flange of the adjacent section.
  • the mutual positioning means comprise interpenetrating profiles, in particular V, formed on the first edge of a profile and on the second edge of the neighboring section.
  • a second object of the invention is constituted by a module for producing a formwork for a concrete wall, comprising a profile and at least one insulating panel as defined above, the channel of the profile being filled by the panel or panels insulators and a flange of the profile being housed in the recesses in the form of notches.
  • a third object of the invention is constituted by a building wall comprising a formwork as defined above and a cast concrete slab on the first face. main insulating panels and embedding said anchoring elements.
  • This concrete wall may especially be used for the realization of a floor, a roof or an exterior or interior wall.
  • the invention 'even for objects a metal profile and an insulating own panel to join the aforementioned formwork.
  • Such an insulating panel has in one of its flanks a longitudinal recess in the form of a notch, the opposite flank being substantially flat or also having a longitudinal slot-shaped recess.
  • FIG. 1 is a sectional view of a profile according to the invention
  • FIG. 2 is a perspective view of a concrete floor according to the invention, in progress
  • FIG. 3 is a schematic sectional view of a concrete floor according to the invention.
  • the profile 1 comprises a substantially planar central zone 2 and two wings 3 and 4 extending substantially perpendicular to the plane of the central zone 2, the latter and the wings 3 and 4 respectively forming the bottom and the sides of a channel.
  • the central area 2 is for example provided with longitudinal ribs 5, 5 'and 5' 'having stiffening and aesthetic effects.
  • the central area 2 is provided with perforations intended to promote the acoustic absorption action of the insulation.
  • the thickness of the profile 1 is chosen so as to preserve its rigidity despite the presence of the perforations, these being moreover preferably disposed on only part of the central zone 2, in particular on some of the longitudinal bands defined by the ribs 5. , 5 'and 5''.
  • a first flange 3 of the profile 1 has a height less than the width of the profile 1 and is connected at its end to a first flange 6 extending substantially in a plane parallel to the plane of the central strip 2, and turned towards the second wing 4.
  • An elbow connects the first flange 6 to a return 7 turned away from the second flange 4, further from the plane of the central area 2 than the first flange 6.
  • the return 7 is shown as being parallel to the flange 6, but, according to an advantageous variant, it forms with the latter an acute angle of about 15 ° for example.
  • the flange 6 is folded according to a V-shaped profile 8 whose tip is directed downwards.
  • the second core 4 is connected at its end to a second flange 9 extending substantially in a plane parallel to the plane of the central zone 2, and turned away from the first one.
  • the flange 9 has a V-shaped profile 10 identical to that of the first flange.
  • the profile 1 is metallic and preferably made of galvanized steel, which makes it possible to provide good corrosion resistance to the assembly.
  • the outer face which will remain apparent thus has an aesthetic appearance, not necessarily requiring additional decoration, depending on the final use of the wall.
  • FIG. 2 shows how to use the profiles according to the invention to produce a formwork according to the invention, and then a concrete wall according to the invention, such as a floor as shown in FIG.
  • FIG. 2 shows a first profile 1 identical to that described in FIG. 1, as well as a profile 20 identical to profile 1 and comprising in particular a second flange 24 and a second flange 29 identical to flange 4 and flange 9.
  • a first panel of insulating material II is introduced inside the section 1, the height (the thickness) of the panel II being greater than the height of the first section 1.
  • one of the sides of the panel It was previously cut horizontally at the height of the first 6.
  • the panel II is placed in the section 1 so that the first edge 6 of the section 1 is fully inserted into the notch of the panel II.
  • the opposite flank may be substantially flat, or have a similar notch so as to allow the insertion of the panel in the section indifferently in one direction or the other.
  • the panels II and 12 may be any rigid insulating panels as defined in (to be completed), including mineral wool panels such as rock wool or glass wool, or panels of cellular plastic such as polystyrene or polyurethane. More particularly, they may be stone wool whose density is not uniform in the thickness of the panels and is higher in an area adjacent to their upper face, facing away from the central areas 2, 22, only on the rest of their thickness.
  • the panels II and 12 have on their upper face integrated anchoring elements El, El ', E2, E2'. These anchoring elements are, for example, made of spiral metal springs. The quantity of the anchoring elements depends on various parameters including the width of the panels II and 12.
  • the profiles 1 and 20 are then assembled as follows.
  • the second flange 29 of the second profile 20 is inserted obliquely into the acute dihedral formed by the first flange 6 and the return 7 of the first profile 1, then the profile 20 is rotated so as to bring the rim 29 resting on the flange 6
  • the wings and flanges are dimensioned so that the V-shaped profiles 8 and 30 of the flanges 6 and 29 of the profiles 1 and 20 interlock with one another while the flanges 3 and 24 are mutually mutually supportive. contiguous and that the central beaches 2 and 22 extend substantially in the same plane.
  • V-shaped profiles 8 and 30 then cooperate to block any relative translational movement of the sections 1, 20 in a plane parallel to that of the central areas 2 and 22, while the flange 29 is immobilized perpendicular to this plane in the housing formed by flange 6 and return 7.
  • rock wool panels II and 12 then form a continuous layer above the sections 1 and 20, thus eliminating any possibility of creating thermal bridges.
  • a metal mesh T is then placed on unrepresented shims, advantageously made of plastics material, which can be integral with the anchoring elements El, El ', E2, E2', as described in FR 2 624 154 A, or independent thereof, these shims resting on the panels II and 12 and now the lattice spaced apart from the anchoring elements and at a distance of about 3 cm from the surface Signs.
  • These wedges are preferably of great length to distribute the weight of people who circulate on the mesh during handling and thus avoid damaging the surface of panels II, 12.
  • the concrete slab is then cast on the assembly.
  • the function of the anchoring elements El, El ', E2, E2' is to allow a solid connection between the concrete and the panels II and 12.
  • the metal formwork according to the invention rests before pouring the concrete on supports such as props that will be removed after hardening, the formwork then being suspended from the concrete slab thanks to anchoring elements.
  • the invention makes it possible to reduce the number of these struts, leading to an additional saving. It suffices to have 3 stays between two beams of the floor 6 meters apart, while 6 to 10 struts must be aligned at the same distance in the existing technique. The number of struts is further decreased, 1 strut for one spacing of 6 meters, when the two ends of each section respectively rely on two adjacent beams, either directly or indirectly, for example by means of brackets fixed to the beams.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP06820200.1A 2005-10-14 2006-10-12 Isolierschalung für betonwände Not-in-force EP1943395B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP06820200.1A EP1943395B1 (de) 2005-10-14 2006-10-12 Isolierschalung für betonwände

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP05292172A EP1775397A1 (de) 2005-10-14 2005-10-14 Isolationsschalung für Betonwandungen
PCT/FR2006/002299 WO2007045744A1 (fr) 2005-10-14 2006-10-12 Coffrage isolant pour parois en beton
EP06820200.1A EP1943395B1 (de) 2005-10-14 2006-10-12 Isolierschalung für betonwände

Publications (2)

Publication Number Publication Date
EP1943395A1 true EP1943395A1 (de) 2008-07-16
EP1943395B1 EP1943395B1 (de) 2014-03-19

Family

ID=36300266

Family Applications (2)

Application Number Title Priority Date Filing Date
EP05292172A Withdrawn EP1775397A1 (de) 2005-10-14 2005-10-14 Isolationsschalung für Betonwandungen
EP06820200.1A Not-in-force EP1943395B1 (de) 2005-10-14 2006-10-12 Isolierschalung für betonwände

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP05292172A Withdrawn EP1775397A1 (de) 2005-10-14 2005-10-14 Isolationsschalung für Betonwandungen

Country Status (5)

Country Link
EP (2) EP1775397A1 (de)
EA (1) EA012427B1 (de)
ES (1) ES2467766T3 (de)
UA (1) UA90179C2 (de)
WO (1) WO2007045744A1 (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101176551B1 (ko) 2010-09-09 2012-08-23 (주)에스큐브 Ｔ형 데크플레이트에의 고정 설치를 위한 경량성형재 조립체 및 이를 이용한 경량 슬래브 구조체
PL2584111T3 (pl) 2011-10-18 2016-01-29 Rockwool Int Ściana z betonu zbrojonego zaopatrzona w panele izolacyjne na spodzie oraz sposób wykonywania takiej ściany
RU168326U1 (ru) * 2016-04-08 2017-01-30 Леонид Павлович Белов Панель опалубки стен и перекрытий из вспененного поливинилхлорида
RU168327U1 (ru) * 2016-04-08 2017-01-30 Леонид Павлович Белов Панель опалубки стен и перекрытий из вспененного поливинилхлорида

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3238681A (en) * 1963-03-07 1966-03-08 Ircom S P A Structural members of sheet material for walls, roofings, floors and the like
CH503859A (fr) * 1970-02-20 1971-02-28 Guigoz Andre Elément de construction
FR2098568A5 (de) * 1970-07-10 1972-03-10 Catesson Claude
FR2624154B1 (fr) 1987-12-07 1990-05-04 Rockwool Isolation Sa Dispositif de fixation de panneaux en materiau isolant a une dalle en beton arme
FR2654131A1 (fr) 1989-11-07 1991-05-10 Saint Gobain Isover Isolant thermique et phonique, notamment pour plafond de cave, de parking ou de vide sanitaire et procede de mise en place d'un tel isolant.
JPH05272189A (ja) * 1992-03-26 1993-10-19 Ueki Kokan Kk 建築用金属パネル
SE9700996D0 (sv) * 1996-05-30 1997-03-18 Plannja Ab Bjälklagskassett och samverkansbjälklag
US6298622B1 (en) * 1996-10-15 2001-10-09 Plastedil, S.A. Self-supporting construction element of expanded plastics, in particular for manufacturing floor elements and walls of buildings in general
FR2818301B1 (fr) 2000-12-15 2003-09-26 Usinor Plancher utilise pour la construction de batiment compose de profiles metalliques en forme de u

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2007045744A1 *

Also Published As

Publication number Publication date
EP1775397A1 (de) 2007-04-18
EA012427B1 (ru) 2009-10-30
WO2007045744A1 (fr) 2007-04-26
EP1943395B1 (de) 2014-03-19
ES2467766T3 (es) 2014-06-13
EA200801084A1 (ru) 2008-08-29
UA90179C2 (uk) 2010-04-12

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