WO1992009763A1 - Element de construction - Google Patents

Element de construction Download PDF

Info

Publication number
WO1992009763A1
WO1992009763A1 PCT/SE1990/000771 SE9000771W WO9209763A1 WO 1992009763 A1 WO1992009763 A1 WO 1992009763A1 SE 9000771 W SE9000771 W SE 9000771W WO 9209763 A1 WO9209763 A1 WO 9209763A1
Authority
WO
WIPO (PCT)
Prior art keywords
building element
concrete
panels
insulating
concrete beam
Prior art date
Application number
PCT/SE1990/000771
Other languages
English (en)
Inventor
Rolf Nilsson
Original Assignee
Rolf Nilsson
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 Rolf Nilsson filed Critical Rolf Nilsson
Priority to PCT/SE1990/000771 priority Critical patent/WO1992009763A1/fr
Publication of WO1992009763A1 publication Critical patent/WO1992009763A1/fr

Links

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
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/20—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
    • E04C2/205—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics of foamed plastics, or of plastics and foamed plastics, optionally reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts

Definitions

  • the present invention relates to a building element serving both as a supporting element and a mould and
  • edge-mounted self-supporting panels at least one of which consists of thermally insulating material, whereby said panels are fitted at a distance from one another, the space between them being filled with concrete.
  • Building elements of the above type comprising two thermally insulating panels are already known and have been applied as beams resting on a base such as a plate of concrete and to support a wall structure for a house.
  • a base such as a plate of concrete and to support a wall structure for a house.
  • Such building elements have the advantage that a special mould is not required since the insulating panels are not removed after casting but serve as insulation for the beam.
  • said building elements as wall elements, presumably owing to the fact that they are used exclusively as long, horizontal support beams.
  • compartments containing concrete The compartments are
  • the element In addition to the absence of a lower horizontal concrete beam, the element has, for instance, neither an upper horizontal concrete beam not any insulating element in which window openings can be prepared.
  • SE-B-453 411 are known conventional building elements which may consist of plates held together by spacer bars.
  • the entire space between the plates is intended to be filled with concrete so that no vertical columns with intermediary insulating elements are formed.
  • the building elements extend only over part of a storey.
  • a building element consisting of a large number of parallel and horizontal box-shaped mould- bodies linked with one another, each of which consists of two plates and a crossmember between said plates.
  • a layer is applied, inter alia in order to hold them together.
  • Production of the building element is particularly time-wasting and costly owing to the large number of its constituent components.
  • a wall element consisting of plates and internal box-like elements, Once a number of wall elements have been assembled, concrete is poured in, said concrete filling all the spaces between the plates except for the spaces in the box-like element.
  • the wall element lacks, on the one hand, a vertical concrete column encompassed by
  • One object of the present invention consists in providing a building element of the type described initially which can be used as a mould and as an insulating and load-bearing wall element for basement or ground floor storeys and which has good strength characteristics in spite of the fact that the load-bearing layer of the wall element contains openings for windows or similar features.
  • Fig. 1 is a perspective view of a split-level house, the lower storey of which is constructed of building elements according to the invention.
  • Fig. 2 is a perspective view of a building element as shown in Fig. 1, and
  • Fig. 3 is a section of the building element alone; the line III-III in Fig. 2, said building element being shown as mounted in conjunction with a floor slab, for instance in the house shown in Fig. 1.
  • a split-level house 1 consists of an upper storey la and a lower storey lb.
  • the lower storey 1b is made up of a number of wall elements 2 according to the invention. With all elements 2 the appropriate height amounts to about 270 cm, the width to about 120 cm and the total thickness to about 25 cm.
  • Every element 2 consists of two identical insulating panels 2a and 2b made from some appropriate moisture-impermeable and strong plastic material such as cellular polystyrene plastic.
  • Insulating panels 2a and 2b are maintained at a suitable, predetermined distance from one another by an appropriate number of conventional spacer elements 3 distributed in appropriate manner, as shown schematically in Fig. 3.
  • At least one panel may consist, instead of thermally insulating material, of sound or fire insulating material such as gypsum or some other suitable material, such a panel appropriately being relatively thin (about 10-20 mm) .
  • said insulating plates consist of, for instance, the same thermally insulating material as insulating panels 2a and 2b and have a thickness corresponding to the distance between the insulating panels.
  • Three such plates. 4a. 4b and 4c, are shown in Fig. 2.
  • Plate 4b has an area approximately corresponding to the area of a (basement) window F
  • plates 4a and 4c each have an area corresponding to half a basement window F1 + F2.
  • the height of all plates 4 is identical.
  • the side edges of plates 4a and 4c facing away from one another are in a line with the side edges of insulating panels 2a and 2b. and there is a distance between plate 4a and plate 4b respectively between plate 4b and plate 4c.
  • Insulating panels 2a and 2b are chamfered at their lower edges, their thickness in all other respects being constant. Insulating panels 2a, 2b assembled with spacer elements 3 and plates 4 between them constitute prefabricated wall elements.
  • Fig. 1 on a layer of gravel or other foundation and. in
  • the lower concrete plate B1 is intended to have its lower part corresponding to the height of the lower concrete plate B1 below ground level, while its upper part corresponding to the combined height of concrete columns B1 and upper concrete beam B2 is located above ground level.
  • the lower concrete plate can have a height of about 190 cm and the upper concrete beam can have a height of about 20 cm. These heights may of course vary and are adapted to different conditions. If the entire element or the larger part of element 2 is above ground level, which is the case with the elements shown furthest to the right in Fig. 1. the concrete columns are appropriately made high and the lower concrete plate low.
  • Concrete plate B1 imparts to the building element good
  • wall element 2 rest appropriately on a level layer of gravel and not necessarily on a cast floor slab. Since, with this construction, lower concrete beam B1, and not concerete columns B3, rests on the layer of gravel, the load of the house is distributed over a large area of ground. If a cast floor slab is to constitute the floor, it is advantageous first to raise element 2 and pour concrete into it, and, once the concrete has set, first to fit a ground insulation 5 on the inside of the element and then cast a concrete floor slab 6 over the ground insulation so that the side edge of the slab rests against the outside of one of the insulating panels of wall element 2, as a result of which the floor slab is cast without any special mould and insulated also in its edge region. This is shown in Fig. 3.
  • a cottage-type floor structure may take the place of a floor slab and ground insulation. If required, the outer insulating panels 2a situated above ground level may be plastered.
  • the vertical concrete columns may be made as thick as the distance between insulating panels 2a. 2b and extend from the upper horizontal concrete beam B2 to a lower horizontal concrete beam, whereby insulating plates of any height are arranged between said horizontal concrete beams, the thickness of said insulating panels being either the same as the distance between
  • insulating panels 2a, 2b (while being made in a piece with the latter) or possibly less than said distance so that a very thin lower concrete plate is formed between the concrete columns. Irrespective of the thickness of insulating plates 4. the latter may be constructed in one piece with insulating panels 2a, 2b or be glued to the latter. Nor is it necessary for all spaces provided for concrete columns to be filled with concrete, for instance if windows are to be opened up in these positions at a later stage.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Building Environments (AREA)

Abstract

Elément de construction servant à la fois d'élément de support et de moule et comportant des panneaux isolants autoporteurs dressés sur leurs bords et installés à une certaine distance les uns des autres, le volume compris entre eux étant rempli de béton. Ledit élément de construction (2) s'étend sans interruption dans le sens vertical en longeant au moins un étage en sous-sol ou au rez-de-chaussée, et comporte au moins une colonne verticale en béton (B3) entourée de panneaux isolants (2a, 2b) et d'éléments isolants (4) intercalés entre ces derniers.
PCT/SE1990/000771 1990-11-23 1990-11-23 Element de construction WO1992009763A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/SE1990/000771 WO1992009763A1 (fr) 1990-11-23 1990-11-23 Element de construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/SE1990/000771 WO1992009763A1 (fr) 1990-11-23 1990-11-23 Element de construction

Publications (1)

Publication Number Publication Date
WO1992009763A1 true WO1992009763A1 (fr) 1992-06-11

Family

ID=20378765

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SE1990/000771 WO1992009763A1 (fr) 1990-11-23 1990-11-23 Element de construction

Country Status (1)

Country Link
WO (1) WO1992009763A1 (fr)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2846986A1 (fr) * 2003-02-17 2004-05-14 Etip S A Procede de fabrication d'un element de batiment
CN100357543C (zh) * 2002-04-30 2007-12-26 邱则有 一种钢筋砼用立体承力模壳
CN100368644C (zh) * 2002-04-30 2008-02-13 邱则有 一种钢筋砼用立体承力模壳
CN100370097C (zh) * 2002-04-30 2008-02-20 邱则有 一种钢筋砼用立体承力模壳
CN100408782C (zh) * 2002-04-30 2008-08-06 邱则有 一种钢筋砼用立体承力模壳
CN100408780C (zh) * 2002-04-30 2008-08-06 邱则有 一种钢筋砼用立体承力模壳
CN100408783C (zh) * 2002-04-30 2008-08-06 邱则有 一种钢筋砼用立体承力模壳
CN100408775C (zh) * 2002-04-30 2008-08-06 邱则有 一种钢筋砼立体承力结构楼盖
CN100412294C (zh) * 2002-04-30 2008-08-20 邱则有 一种钢筋砼用立体承力模壳
CN100412295C (zh) * 2002-04-30 2008-08-20 邱则有 一种钢筋砼用立体承力模壳
CN100419179C (zh) * 2002-04-30 2008-09-17 邱则有 一种钢筋砼用立体承力模壳
CN101240571B (zh) * 2002-04-30 2012-11-28 湖南邱则有专利战略策划有限公司 一种钢筋砼用立体承力模壳
EP2899327A1 (fr) * 2014-01-28 2015-07-29 H&H Technologies Elément de construction isolant et procédé pour sa fabrication

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB597230A (en) * 1945-03-26 1948-01-21 John Guthrie Improvements in or relating to the construction of wall panels and building structures embodying same
DE2118289A1 (de) * 1971-04-15 1972-10-26 Pesch, Josef, 5473 Kraft Stockwerkshohes Bauelement
DE2208659A1 (de) * 1972-02-24 1973-09-06 Herbert Schmidt Mantelbetonwand
AT310392B (de) * 1971-01-27 1973-09-25 Karl Koiner Großformatiges Schalungselement
DE2228967A1 (de) * 1972-06-14 1974-01-03 Zechmeister Hartwin Dipl Ing Mantelbeton-fertigteile und mantelbeton-fertigteil-bauweise
CH546322A (de) * 1971-03-22 1974-02-28 Steiner Josef Hohles wandelement.
SE453411B (sv) * 1982-05-28 1988-02-01 Gert Johansson Prefabricerat veggelement
SE463775B (sv) * 1989-05-26 1991-01-21 Rolf Nilsson Byggelement

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB597230A (en) * 1945-03-26 1948-01-21 John Guthrie Improvements in or relating to the construction of wall panels and building structures embodying same
AT310392B (de) * 1971-01-27 1973-09-25 Karl Koiner Großformatiges Schalungselement
CH546322A (de) * 1971-03-22 1974-02-28 Steiner Josef Hohles wandelement.
DE2118289A1 (de) * 1971-04-15 1972-10-26 Pesch, Josef, 5473 Kraft Stockwerkshohes Bauelement
DE2208659A1 (de) * 1972-02-24 1973-09-06 Herbert Schmidt Mantelbetonwand
DE2228967A1 (de) * 1972-06-14 1974-01-03 Zechmeister Hartwin Dipl Ing Mantelbeton-fertigteile und mantelbeton-fertigteil-bauweise
SE453411B (sv) * 1982-05-28 1988-02-01 Gert Johansson Prefabricerat veggelement
SE463775B (sv) * 1989-05-26 1991-01-21 Rolf Nilsson Byggelement

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100400768C (zh) * 2002-04-30 2008-07-09 邱则有 一种钢筋砼用立体承力模壳
CN100412295C (zh) * 2002-04-30 2008-08-20 邱则有 一种钢筋砼用立体承力模壳
CN100408782C (zh) * 2002-04-30 2008-08-06 邱则有 一种钢筋砼用立体承力模壳
CN100357544C (zh) * 2002-04-30 2007-12-26 邱则有 一种钢筋砼用立体承力模壳
CN100357542C (zh) * 2002-04-30 2007-12-26 邱则有 一种钢筋砼用立体承力模壳
CN100362190C (zh) * 2002-04-30 2008-01-16 邱则有 一种钢筋砼用立体承力模壳
CN100368644C (zh) * 2002-04-30 2008-02-13 邱则有 一种钢筋砼用立体承力模壳
CN100370097C (zh) * 2002-04-30 2008-02-20 邱则有 一种钢筋砼用立体承力模壳
CN100393956C (zh) * 2002-04-30 2008-06-11 邱则有 一种钢筋砼用立体承力模壳
CN100408780C (zh) * 2002-04-30 2008-08-06 邱则有 一种钢筋砼用立体承力模壳
CN100357543C (zh) * 2002-04-30 2007-12-26 邱则有 一种钢筋砼用立体承力模壳
CN101240571B (zh) * 2002-04-30 2012-11-28 湖南邱则有专利战略策划有限公司 一种钢筋砼用立体承力模壳
CN100400766C (zh) * 2002-04-30 2008-07-09 邱则有 一种钢筋砼用立体承力模壳
CN100408783C (zh) * 2002-04-30 2008-08-06 邱则有 一种钢筋砼用立体承力模壳
CN100408775C (zh) * 2002-04-30 2008-08-06 邱则有 一种钢筋砼立体承力结构楼盖
CN100412294C (zh) * 2002-04-30 2008-08-20 邱则有 一种钢筋砼用立体承力模壳
CN100434624C (zh) * 2002-04-30 2008-11-19 邱则有 一种钢筋砼用立体承力模壳
CN100419179C (zh) * 2002-04-30 2008-09-17 邱则有 一种钢筋砼用立体承力模壳
CN100427700C (zh) * 2002-04-30 2008-10-22 邱则有 一种钢筋砼用立体承力模壳
EP1447489A1 (fr) * 2003-02-17 2004-08-18 Etip Sa Procédé de fabrication d'un élément de bâtiment
FR2846986A1 (fr) * 2003-02-17 2004-05-14 Etip S A Procede de fabrication d'un element de batiment
FR3016908A1 (fr) * 2014-01-28 2015-07-31 H & H Technologies Element de construction isolant et procede pour sa fabrication
EP2899327A1 (fr) * 2014-01-28 2015-07-29 H&H Technologies Elément de construction isolant et procédé pour sa fabrication

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