EP0118374A2 - Bausystem mit verlorener Schalung - Google Patents

Bausystem mit verlorener Schalung Download PDF

Info

Publication number
EP0118374A2
EP0118374A2 EP84420013A EP84420013A EP0118374A2 EP 0118374 A2 EP0118374 A2 EP 0118374A2 EP 84420013 A EP84420013 A EP 84420013A EP 84420013 A EP84420013 A EP 84420013A EP 0118374 A2 EP0118374 A2 EP 0118374A2
Authority
EP
European Patent Office
Prior art keywords
plates
construction system
assembly
vertical
horizontal
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
EP84420013A
Other languages
English (en)
French (fr)
Other versions
EP0118374A3 (en
EP0118374B1 (de
Inventor
Renaud Pierre Laurent Ott
Georges Emile Philippe Jalabert
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.)
Vicat Produits Industriels Te Lagny Sur Marne Fra
Original Assignee
PATURLE Ets
Paturle Ets SA
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
Priority claimed from FR8302166A external-priority patent/FR2540539A1/fr
Application filed by PATURLE Ets, Paturle Ets SA filed Critical PATURLE Ets
Priority to AT84420013T priority Critical patent/ATE37411T1/de
Publication of EP0118374A2 publication Critical patent/EP0118374A2/de
Publication of EP0118374A3 publication Critical patent/EP0118374A3/fr
Application granted granted Critical
Publication of EP0118374B1 publication Critical patent/EP0118374B1/de
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • E04B2/8641—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms using dovetail-type connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867—Corner details
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8676—Wall end details

Definitions

  • the invention aims to retain the advantages of these two types of formwork, but to eliminate the drawbacks. It relates to a constructive system constituted in combination by plates playing the role of formwork, by horizontal scales determining the spacing of these plates and some of which position the plates on the ground and the others position the plates one on the others, and by vertical scales serving as stiffening elements between the plates.
  • the formwork plates (1) made of insulating material are made of material of resistance appropriate to the nature of the material being cast.
  • This preferably high-density material may for example be expanded polystyrene, extruded polystyrene foam, polyurethane foam, or formo-phenolic ...
  • a frame (2) constituted by a resistant core.
  • This core can be produced by increasing the molecular density of the insulating material, or by interposing a solid sheet or a clear track, for example: plywood or compressed wood panel, fiberglass, mesh, welded mesh, fabric synthetic ...
  • tubes (3) which are integral with the plate (1) and open on its upper and lower faces.
  • These tubes can be made of any material: metal, plastic, fiberglass ... provided that they have sufficient rigidity to allow the plates to be connected by the means provided for this purpose.
  • These members consist of horizontal ladders (4) formed by two side members (5) and crosspieces (6); the side members (5) carry fingers (7) cooperating with the tubes (3) of the plates (1). These scales determine the spacing of the plates (1). Those of base are posed and fixed on the ground; the others are placed on the upper edge of each row of plates, and are used for positioning the upper row.
  • the base spacers (15) consist of two side members (17) and two cross members (18).
  • the longitudinal members (17) have a cross-section in shape with which, by their horizontal wing (17a), they can be fixed to the slab serving as the floor and, by their vertical wing (17b). they penetrate into longitudinal grooves arranged in the underside of the plates (I).
  • the crosspieces (18) of each base element (15) they each have two zones (19) which are hooked upwards, and this near their two ends.
  • Each crosspiece (18) further has parts (I8a) projecting from its upper edge, two in number in the embodiment shown in the drawing.
  • a notch (18b) for housing a metal frame member. This notch is asymmetrical and limited laterally by a substantially vertical edge on the side closest to a plate and on the other side by an inclined edge allowing whatever the diameter of the reinforcing elements, their positioning at constant distance from the plates. formwork.
  • each consists of two frames generally designated, respectively (20) and (21). Each is formed by two beams and two crosspieces.
  • the side members are designated by (22) and the cross members are designated by (23); and for the frame (21) the side members are designated by (24) and the cross members by (25).
  • These two frames (20) and (21) have the particularity of being articulated to each other at the level of a crosspiece (23) of one and of a crosspiece (25) of the other.
  • Each crosspiece (23) has projecting parts (23a) in which are provided notches (23b) corresponding to the projecting parts and notches' (18a) and (18b) of the basic elements (15).
  • This articulation can be carried out in any way. Whatever its arrangement, it allows the frame (21) whose width is less than that of the frame (20) to be included in the frame (20) as shown in Figure 8, or to occupy a position perpendicular to him as shown in Figure 9.
  • the first position is that of rest, that is to say, storage or transport; the second position is that of use.
  • the crosspiece (25) of the frame (21) comes, at the same time as it hooks to the crosspiece (18,23) of a frame (15,20) located below, lock the frames metal (23c) positioned in the notches (18b.23b) of the sleepers (18,23).
  • the longitudinal members (22) of the frame (20) which is used in the horizontal position have a section, for example in coated T. in order to be housed by their horizontal wing (22a) in a recessed area (26) of the underside of the plates (1) and to penetrate by their upper (22b) and lower (22c) wings into grooves (27) provided in the lower and upper faces of the plates (1).
  • their upper faces have studs (28) which penetrate into recesses (29) located on their lower faces.
  • each frame (21) of each assembly (16) has a smaller width in order to be able to be accommodated in the space delimited by the plates (1); its side members (24) have for example an L or U section. and the end crosspiece (25) of each frame (21) comprises two zones (30) which are arranged in the form of hooks or clips and are intended to cooperate with the two off-hook zones (19) of the corresponding crosspiece (1S) of the base element or spacer (15), and to be used for positioning the horizontal reinforcements in abutment.
  • each assembly (16) can therefore, by its frame (21) cooperate either with a base element (15), or with an assembly (16) located higher.
  • the assemblies (16) make it possible, in combination with the basic elements (15) and with the plates (1), to produce a lost formwork in which plates will have, over the entire height of the formwork, a spacing determined by the elements (15) and the assemblies (16) and in which these assemblies (16) will provide the formwork with the necessary rigidity, due on the one hand, to the good connection of the assemblies (16) with the plates (1 ) and due, on the other hand, to the locking of all of the assemblies, of the plates and of the reinforcements with respect to each other, thanks to the cooperation of the vertical frame (21) of each assembly (16) with a horizontal frame (20) secured to a plate (1).
  • the lower frames (21) of the assemblies (16) have, moreover, the advantage of easily allowing the construction of the lintels.
  • closure panels (32) can indeed be placed on elements (33) identical to the base elements (15), which elements (33) have crosspieces with which the hooks engage arranged on the lower cross member of the frames (21) which form part of the assemblies 5 (16) integral with the plates (I).
  • the closure panels (32) may include projections (34) having notches (35) to allow the positioning of lintel reinforcement frames.
  • the ends of the formwork at the level of openings such as windows and doors are closed using plates (36), of structure 0 identical to that of the plates (I).
  • the plate (36) is shaped so as to have a part (37) which fits between two side plates (1) and a part (38) projecting therefrom. This part has a lateral extension (39) intended to cover the end of one of the side plates (1).
  • the other edge 5 of the plate (3S) delimits with the end of the other side plate a rebate (40) intended for mounting the frame to equip the opening considered.
  • the closure plates (36) can be more or less pressed between the side plates (1).
  • FIG. 20 shows a plate (36) with three grooves (41), in the intermediate grooves of which are engaged the crosspieces (18,23).
  • Figure 21 of the drawing shows a formwork angle in which the formwork plates are held by parts (45) of ladder structure, having an L shape.
  • the elements (44), (45) corresponding to the side members are in shape of L and are braced by crosspieces (46) with care in the angle of a passage for a vertical angle frame (47).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Ladders (AREA)
  • Gripping Jigs, Holding Jigs, And Positioning Jigs (AREA)
  • Dowels (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Moulds For Moulding Plastics Or The Like (AREA)
  • Panels For Use In Building Construction (AREA)
  • Body Structure For Vehicles (AREA)
EP84420013A 1983-02-08 1984-01-31 Bausystem mit verlorener Schalung Expired EP0118374B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84420013T ATE37411T1 (de) 1983-02-08 1984-01-31 Bausystem mit verlorener schalung.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
FR8302166A FR2540539A1 (fr) 1983-02-08 1983-02-08 Systeme constructif utilisant des coffrages perdus notamment isolants et armes
FR8302166 1983-02-08
FR8315742A FR2552472B2 (fr) 1983-02-08 1983-09-28 Systeme constructif utilisant des coffrages perdus notamment isolants et armes
FR8315742 1983-09-28

Publications (3)

Publication Number Publication Date
EP0118374A2 true EP0118374A2 (de) 1984-09-12
EP0118374A3 EP0118374A3 (en) 1985-08-28
EP0118374B1 EP0118374B1 (de) 1988-09-21

Family

ID=26223281

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84420013A Expired EP0118374B1 (de) 1983-02-08 1984-01-31 Bausystem mit verlorener Schalung

Country Status (16)

Country Link
US (1) US4604843A (de)
EP (1) EP0118374B1 (de)
JP (1) JPS59145847A (de)
AU (1) AU571152B2 (de)
CA (1) CA1234701A (de)
DE (1) DE3474177D1 (de)
DK (1) DK164601C (de)
ES (1) ES8503394A1 (de)
FR (1) FR2552472B2 (de)
GR (1) GR81756B (de)
IE (1) IE55045B1 (de)
IL (1) IL70879A (de)
MA (1) MA20024A1 (de)
MX (1) MX156825A (de)
NO (1) NO168128C (de)
OA (1) OA07652A (de)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0374064A1 (de) * 1988-12-16 1990-06-20 Serge Meilleur Isolierende Verschalung für Betonmauern
WO1995030805A1 (en) * 1994-05-10 1995-11-16 Wallsystems International Ltd. Insulating concrete form utilizing interlocking foam panels
EP0748905A1 (de) * 1995-04-13 1996-12-18 Dotin B.V. Bauelement
FR2738856A1 (fr) * 1995-09-19 1997-03-21 Viannay Quideau Marine Dispositif d'assemblage de banches en u verticaux egaux consecutifs utilises en coffrages perdus legers
WO1999060223A1 (en) * 1998-05-19 1999-11-25 Studio Arch. Claudio Luchini Prefabricated finishing module for the construction of building constructions and building constructions obtained thereby
EP2217770A1 (de) * 2007-10-30 2010-08-18 Phil-insul Corporation Betonschalungshilfsrahmen
FR2970490A1 (fr) * 2011-01-19 2012-07-20 Alain Chettah Systeme d'isolation thermique specialement destine a un batiment d'habitation a haut rendement thermique.
FR2976005A1 (fr) * 2011-06-06 2012-12-07 Vicat Coffrage perdu pour mur en beton, notamment de batiment
IT201900010734A1 (it) * 2019-07-02 2021-01-02 Termofort S R L Sistema costruttivo per l’edilizia
US20210293018A1 (en) * 2018-07-20 2021-09-23 Dk Gevels B.V. Wall assembly

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CA2801735C (en) 2012-01-13 2019-08-06 Bradley J. Crosby An apparatus and method for construction of structures utilizing insulated concrete forms
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US9175486B2 (en) 2013-03-12 2015-11-03 Icf Mform Llc Insulating concrete form (ICF) system with modular tie members and associated ICF tooling
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CH335834A (de) * 1955-01-11 1959-01-31 Huwiler Emil Verfahren zur Herstellung von Wänden und nach dem Verfahren hergestellte Wand
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JPS5755832Y2 (de) * 1977-06-27 1982-12-02
JPS6040706B2 (ja) * 1977-12-28 1985-09-12 日本電気株式会社 半導体装置の製造方法
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Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0374064A1 (de) * 1988-12-16 1990-06-20 Serge Meilleur Isolierende Verschalung für Betonmauern
WO1995030805A1 (en) * 1994-05-10 1995-11-16 Wallsystems International Ltd. Insulating concrete form utilizing interlocking foam panels
US5704180A (en) * 1994-05-10 1998-01-06 Wallsystems International Ltd. Insulating concrete form utilizing interlocking foam panels
EP0748905A1 (de) * 1995-04-13 1996-12-18 Dotin B.V. Bauelement
FR2738856A1 (fr) * 1995-09-19 1997-03-21 Viannay Quideau Marine Dispositif d'assemblage de banches en u verticaux egaux consecutifs utilises en coffrages perdus legers
EP0764745A1 (de) * 1995-09-19 1997-03-26 Jacques Benarrouch Vorrichtung zum Zusammenbau von nacheinanderfolgend gleichförmigen, vertikalen und U-förmigen Schalungselementen, die als leichte, verlorene Schalung verwendet werden
AU760283B2 (en) * 1998-05-19 2003-05-08 Claudio Luchini Prefabricated finishing module for the construction of building constructions and building constructions obtained thereby
US6474033B1 (en) 1998-05-19 2002-11-05 Studio Arch. Claudio Luchini Prefabricated finishing module for the construction of building constructions and building constructions obtained thereby
WO1999060223A1 (en) * 1998-05-19 1999-11-25 Studio Arch. Claudio Luchini Prefabricated finishing module for the construction of building constructions and building constructions obtained thereby
EP2217770A1 (de) * 2007-10-30 2010-08-18 Phil-insul Corporation Betonschalungshilfsrahmen
EP2217770A4 (de) * 2007-10-30 2011-12-07 Phil Insul Corp Betonschalungshilfsrahmen
FR2970490A1 (fr) * 2011-01-19 2012-07-20 Alain Chettah Systeme d'isolation thermique specialement destine a un batiment d'habitation a haut rendement thermique.
FR2976005A1 (fr) * 2011-06-06 2012-12-07 Vicat Coffrage perdu pour mur en beton, notamment de batiment
EP2532798A1 (de) * 2011-06-06 2012-12-12 Vicat Verlorene Schalung für Betonmauer, insbesondere eines Gebäudes
US20210293018A1 (en) * 2018-07-20 2021-09-23 Dk Gevels B.V. Wall assembly
IT201900010734A1 (it) * 2019-07-02 2021-01-02 Termofort S R L Sistema costruttivo per l’edilizia
EP3760813A1 (de) * 2019-07-02 2021-01-06 Termofort S.r.L. Abstandshälter für wandschalungen

Also Published As

Publication number Publication date
MX156825A (es) 1988-10-05
DE3474177D1 (en) 1988-10-27
NO168128B (no) 1991-10-07
IE840264L (en) 1984-08-08
EP0118374A3 (en) 1985-08-28
DK55884D0 (da) 1984-02-08
NO168128C (no) 1992-01-15
DK164601C (da) 1992-12-14
EP0118374B1 (de) 1988-09-21
US4604843A (en) 1986-08-12
FR2552472A2 (fr) 1985-03-29
IE55045B1 (en) 1990-05-09
AU571152B2 (en) 1988-03-31
AU2424584A (en) 1984-08-16
JPS59145847A (ja) 1984-08-21
MA20024A1 (fr) 1984-10-01
GR81756B (de) 1984-12-12
IL70879A0 (en) 1984-05-31
FR2552472B2 (fr) 1985-11-08
CA1234701A (fr) 1988-04-05
NO840453L (no) 1984-08-09
DK164601B (da) 1992-07-20
DK55884A (da) 1984-08-09
IL70879A (en) 1987-12-31
OA07652A (fr) 1985-05-23
ES529512A0 (es) 1985-03-01
ES8503394A1 (es) 1985-03-01

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