WO1998021422A1 - Building system comprising building elements of cement-bound wood wool - Google Patents

Building system comprising building elements of cement-bound wood wool Download PDF

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Publication number
WO1998021422A1
WO1998021422A1 PCT/SE1997/001579 SE9701579W WO9821422A1 WO 1998021422 A1 WO1998021422 A1 WO 1998021422A1 SE 9701579 W SE9701579 W SE 9701579W WO 9821422 A1 WO9821422 A1 WO 9821422A1
Authority
WO
WIPO (PCT)
Prior art keywords
building
reinforcing
elements
irons
groove
Prior art date
Application number
PCT/SE1997/001579
Other languages
French (fr)
Inventor
Johan Human
Original Assignee
Natalridge Ltd.
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 Natalridge Ltd. filed Critical Natalridge Ltd.
Priority to AU44073/97A priority Critical patent/AU4407397A/en
Publication of WO1998021422A1 publication Critical patent/WO1998021422A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10Building 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
    • E04C2/16Building 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 fibres, chips, vegetable stems, or the like
    • E04C2/18Building 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 fibres, chips, vegetable stems, or the like with binding wires, reinforcing bars, or the like
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/12Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of other material

Definitions

  • the present invention relates to a building system for house building comprising bulding elements manufactured in cement-bound wood wool being at least an integral part of the walls of the building and reinforcing irons arranged at least in the walls and extending along at least two adjacent building elements in a space between these elements.
  • Bulding elements manufactured in cement-bound wood wool have been known for a very long time.
  • the material is used preferably in the form of elongated slabs of relatively little thickness for dressing of walls, in floor frame work and as roof slabs.
  • Building elements of cement-bound wood wool are preferably used as heat insulating elements without any real structural function .
  • Cement-bound wood wool appeared to be very environment friendly and does not emit toxic substances which may cause allergies or the like.
  • Cement-bound wood wool also may be recycled in form of energy by burning without any outlet of toxic substances to the nature which is of importance in future demolition of a building which is built from material like this.
  • Building elements of cement-bound wood wool are a substitute for other types of building elements as e.g. elements of light-weight concrete which in certain cases may emit radon or building elements which contain resin glue of different kinds and which may emit toxic substances as e.g. formaldehyde. DESCRIPTION OF THE INVENTION
  • the object of the present invention is to achieve a building system according to the preamble in which building elements of cement-bound wood wool are used as structural elements in walls, floors and roofs, preferably ceilings.
  • the object is achieved by means of reinforcing irons which are arranged at least in the walls and extending at least along two adjacent building elements in a space between these elements.
  • the building system according to the invention is characterized in that reinforcing bars are arranged projecting a short distance into two adjacent building elements in a distance from each other along facing sides or edges and joined by the reinforcing irons.
  • the reinforcing bars are firmly joined with the reinforcing irons before being placed between the building elements which however are provided with holes for the reinforcing bars to be taken up within the reinforcing.
  • a first wall slab is fixed in the desired position in the conventional way e.g. by means of wooden bars or the like whereupon the reinforcing irons complete with the reinforcing bars are attached by projecting the reinforcing bars into previously made holes in the long side of the first wall element and whereupon a second wall element is moved towards the first wall element so that the reinforcing bars are pressed into the second wall element as well.
  • the wall elements are provided with grooves along at least one long side and possibly along at least one short side as well which gives space for vertical or horizontal reinforcing irons.
  • the reinforcing irons complete with the reinforcing bars are fixed by means of liquid concrete which is fed into the space between the wall elements. When the concrete has hardened, together with the reinforcing irons it constitutes a pillar with structural function .
  • Reinforcing irons with advantage may be arranged in walls, in floor frame work as well as in ceilings, the different reinforcing irons being connected along the corners and the upper and lower wall sides of the build- ing.
  • the reinforcing irons complete with the reinforcing bars constitute a "cage" which partly keep the building together and partly constitute structural elements together with concrete in the walls.
  • the "cage" constituted of the reinforcing irons may be reinforced furthermore by the connection with reinforcing netting which then is arranged at least on one broad side of the building elements and which preferably extends unbroken over several adjacent building elements in floors, walls and ceilings.
  • the reinforcing netting is preferably cast into a concrete layer of the floor frame work and coated with plaster on the other surfaces in the building.
  • the reinforcing netting may be arranged both on the inside and on the outside of the building. It lies within the scope of the invention to connect the reinforcing irons, the reinforcing bars and the reinforcing netting in several various ways e.g. by welding or by conventional tying by means of tying wire. This tying may be done either in advance in the form of a prefabricated reinforcement or in situ when assembling. It also lies within the scope of the invention to produce the notches or grooves in the building elements in situ when assembling. In this way freedom of choice is gained concerning the placing of wall elements in interior walls and the connection of these to elements in external walls.
  • Figs. 1 and 2 show a wall slab according to the invention seen from a plane side or from a long side.
  • Fig. 3 shows the wall slab according to figs. 1 and 2 seen from above on fig. 1.
  • Fig. 4 shows a wall slab in an alternative embodiment seen in the same view as in fig. 3.
  • Fig. 5 shows a floor slab seen from a short side.
  • Fig. 6 shows a roof slab seen from a short side.
  • Fig. 7 shows a section of a building built from the slabs which are part of the building system according to the invention.
  • Fig. 8 shows separately reinforcing irons which keep the building slabs together in the building system according to the invention.
  • Part of the building system according to the invention as shown in figs. 1-3 is a rectangular wall slab 1 manufactered from cement-bound wood wool comprising two long sides 1.1, each showing a groove 1.2 extending centrally in each long side 1.1, an upper short side 1.3 with a likewise central groove 1.4 and a lower short side 1.5.
  • the wall slab 1 shown in fig. 4 is intended for the formation of corners or the connection of transversal walls inside the building concerned and shows a groove 1.2 in one of the long sides and a groove 1.6 in one of the plane sides.
  • the floor slab 2 as shown in fig. 5 shows long sides 2.1 with notches 2.2 extending along the long sides 2.1 along one and the same side of the floor slab 2.
  • the roof slab 3 as shown in fig. 6 shows a completely rectangular cross section apart from small bevels 4 which are arranged along two long sides 3.1 along one and the same side of the roof slab 3- As shown in fig. 3 and 4 the wall slab 1, too, is provided with corresponding bevels
  • the slabs 1, 2, 3 which ar part of the building system may be assembled to a building as shown in fig. 7.
  • Wall slabs 1 are placed on a bedding of floor slabs 2 with their lower short sides 1.5 resting on one of the plane sides of the floor slabs 2.
  • the floor slabs 2 constitute a floor frame work.
  • Vertical reinforced irons 5 are arranged within the closed space constituted by the notches 1.2 in two long sides 1.1 of the wall slabs 1 bearing against each other.
  • the vertical reinforcing irons 5 comprise a number of reinforcing bars
  • the reinforcing irons 5 are fixed when the wall slabs 1 have been joined together with liquid concrete which is fed from above into the hollow space between the long sides 1.1. When the concrete has hardened it constitutes together with the reinforcing irons a pillar which has the ability to bear a vertical load .
  • the reinforcement wire 5.2 extends a bit downwards in the groove between two floor slabs 2 to connect there with horizontal reinforcing irons 6 which extend within the notches 2.2 in the groove between two floor slabs.
  • the reinforcement wire 5 extends also a bit uppwards in the joint between two roof slabs 3 which are arranged resting on the upper short side 1.3 of the respective wall slab 1 and connects there with horizontal irons 7 which run in the groove 1.4 in the respective upper short side 1.3 of the wall slabs 1.
  • the horizontal reinforcing irons 7 comprise a number of reinforcing bars 7.1 which extend at right angles to the respective upper short side 1.3 and a bit into the respective wall slab 1 and the roof slab 3 resting on it and which are connected with a reinforcing wire 7-2 running in the hollow space formed by the groove 1.4 in the upper short sides 1.3- Vertical reinforcing irons 5 are also arranged in the hollow space formed of the groove 1.6 in the alternative embodiment of the wall slab shown in fig. 4 and which is used to form a corner in the building concerned.
  • the vertical reinforcing irons 5 together with the reinforcing irons 6 in the floor slabs 2 and the horizontal reinforcing irons 7 form a cage-like construction in which the wall slabs 1 , the floor slabs 2 and the roof slabs 3 are kept together to a mainly closed space.
  • furthermore nettings may be arranged along all the surfaces in the construction but preferably only on its inside.
  • Such a netting 8 is shown in fig. 7 where it is cast into a concrete layer 9 which constitutes the floor of the building.
  • a netting may be covered by a lime plaster material which is not shown in the figures.
  • the reinforcing netting 8 also may be connected with the reinforcing irons 5, 7 and the reinforcing irons 6 and reinforce the strength of the construction furthermore.
  • the construction of the building which includes the above mentioned slabs and the reinforcing may be provided with rafters and roofs resting on the wall slabs and in particular on the reinforced concrete pillars which are arranged between the wall slabs and with doors and windows and an external coating. This is not shown in the figures either.
  • the building elements according to the invention may also show more holes, preferably through holes which extends between opposite long sides or short sides for the attachment off additional reinforcement, e.g. reinforcing iron.
  • the holes may also be lined with cases preferably of cardboard of a dimension which allows liquid concrete to be fed into those holes and form structural pillars and beams of reinforced concrete.
  • the building elements may be manufactured of other materials as e.g. light concrete (gas concrete) which may be connected by means of the suggested reinforcing.

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

Abstract

Building system for house building including building elements (1, 2, 3) e.g. manufactured in cement-bound wood wool at least being an integral part of the walls of the building and reinforcing irons (5, 6, 7) at least being arranged in the walls and extending along two adjacent building elements (1, 2, 3) in a space between these two elements. Reinforcing bars (5.1, 7.1) are arranged projecting a short distance into two adjacent building elements in a distance from each other along facing sides respectively edges and joined by the reinforcing irons (5, 7). Preferably the reinforcing bars (5.1, 7.1) are firmly joined with the reinforcing irons (5, 7) before being placed between the building elements (1, 2).

Description

BUILDING SYSTEM COMPRISING BUILDING ELEMENTS OF CEMENT-BOUND WOOD WOOL
TECHNICAL FIELD
The present invention relates to a building system for house building comprising bulding elements manufactured in cement-bound wood wool being at least an integral part of the walls of the building and reinforcing irons arranged at least in the walls and extending along at least two adjacent building elements in a space between these elements. BACKGROUND TECHNICS
Bulding elements manufactured in cement-bound wood wool have been known for a very long time. The material is used preferably in the form of elongated slabs of relatively little thickness for dressing of walls, in floor frame work and as roof slabs. Building elements of cement-bound wood wool are preferably used as heat insulating elements without any real structural function . Cement-bound wood wool appeared to be very environment friendly and does not emit toxic substances which may cause allergies or the like. Cement-bound wood wool also may be recycled in form of energy by burning without any outlet of toxic substances to the nature which is of importance in future demolition of a building which is built from material like this.
Building elements of cement-bound wood wool are a substitute for other types of building elements as e.g. elements of light-weight concrete which in certain cases may emit radon or building elements which contain resin glue of different kinds and which may emit toxic substances as e.g. formaldehyde. DESCRIPTION OF THE INVENTION
The object of the present invention is to achieve a building system according to the preamble in which building elements of cement-bound wood wool are used as structural elements in walls, floors and roofs, preferably ceilings. The object is achieved by means of reinforcing irons which are arranged at least in the walls and extending at least along two adjacent building elements in a space between these elements. The building system according to the invention is characterized in that reinforcing bars are arranged projecting a short distance into two adjacent building elements in a distance from each other along facing sides or edges and joined by the reinforcing irons. Preferably the reinforcing bars are firmly joined with the reinforcing irons before being placed between the building elements which however are provided with holes for the reinforcing bars to be taken up within the reinforcing. When setting up e.g. two vertical build- ing elements in the shape of wall slabs a first wall slab is fixed in the desired position in the conventional way e.g. by means of wooden bars or the like whereupon the reinforcing irons complete with the reinforcing bars are attached by projecting the reinforcing bars into previously made holes in the long side of the first wall element and whereupon a second wall element is moved towards the first wall element so that the reinforcing bars are pressed into the second wall element as well. Preferably the wall elements are provided with grooves along at least one long side and possibly along at least one short side as well which gives space for vertical or horizontal reinforcing irons. Preferably the wall elements, the reinforcing irons complete with the reinforcing bars are fixed by means of liquid concrete which is fed into the space between the wall elements. When the concrete has hardened, together with the reinforcing irons it constitutes a pillar with structural function .
Reinforcing irons with advantage may be arranged in walls, in floor frame work as well as in ceilings, the different reinforcing irons being connected along the corners and the upper and lower wall sides of the build- ing. In this way the reinforcing irons complete with the reinforcing bars constitute a "cage" which partly keep the building together and partly constitute structural elements together with concrete in the walls. The "cage" constituted of the reinforcing irons may be reinforced furthermore by the connection with reinforcing netting which then is arranged at least on one broad side of the building elements and which preferably extends unbroken over several adjacent building elements in floors, walls and ceilings. The reinforcing netting is preferably cast into a concrete layer of the floor frame work and coated with plaster on the other surfaces in the building. The reinforcing netting may be arranged both on the inside and on the outside of the building. It lies within the scope of the invention to connect the reinforcing irons, the reinforcing bars and the reinforcing netting in several various ways e.g. by welding or by conventional tying by means of tying wire. This tying may be done either in advance in the form of a prefabricated reinforcement or in situ when assembling. It also lies within the scope of the invention to produce the notches or grooves in the building elements in situ when assembling. In this way freedom of choice is gained concerning the placing of wall elements in interior walls and the connection of these to elements in external walls.
Further features and characteristics concerning the building system according to the invention are evident from the description to the drawings subsequently and from the claims.
DESCRIPTION TO THE DRAWINGS
The invention is described subsequently as an example of an embodiment in connection with the enclosed drawings . Figs. 1 and 2 show a wall slab according to the invention seen from a plane side or from a long side.
Fig. 3 shows the wall slab according to figs. 1 and 2 seen from above on fig. 1.
Fig. 4 shows a wall slab in an alternative embodiment seen in the same view as in fig. 3.
Fig. 5 shows a floor slab seen from a short side.
Fig. 6 shows a roof slab seen from a short side. Fig. 7 shows a section of a building built from the slabs which are part of the building system according to the invention. Fig. 8 shows separately reinforcing irons which keep the building slabs together in the building system according to the invention.
Part of the building system according to the invention as shown in figs. 1-3 is a rectangular wall slab 1 manufactered from cement-bound wood wool comprising two long sides 1.1, each showing a groove 1.2 extending centrally in each long side 1.1, an upper short side 1.3 with a likewise central groove 1.4 and a lower short side 1.5. The wall slab 1 shown in fig. 4 is intended for the formation of corners or the connection of transversal walls inside the building concerned and shows a groove 1.2 in one of the long sides and a groove 1.6 in one of the plane sides. The floor slab 2 as shown in fig. 5 shows long sides 2.1 with notches 2.2 extending along the long sides 2.1 along one and the same side of the floor slab 2. The roof slab 3 as shown in fig. 6 shows a completely rectangular cross section apart from small bevels 4 which are arranged along two long sides 3.1 along one and the same side of the roof slab 3- As shown in fig. 3 and 4 the wall slab 1, too, is provided with corresponding bevels 4.
The slabs 1, 2, 3 which ar part of the building system may be assembled to a building as shown in fig. 7. Wall slabs 1 are placed on a bedding of floor slabs 2 with their lower short sides 1.5 resting on one of the plane sides of the floor slabs 2. In this case the floor slabs 2 constitute a floor frame work. Vertical reinforced irons 5 are arranged within the closed space constituted by the notches 1.2 in two long sides 1.1 of the wall slabs 1 bearing against each other. The vertical reinforcing irons 5 comprise a number of reinforcing bars
5.1 which extend at right angles to the respective long side 1.1 and a bit into the respective wall slab 1 and which are connected with an reinforcement wire 5.2 running in the hollow space constituted by the notches
1.2 in the long sides 1.1. The reinforcing irons 5 are fixed when the wall slabs 1 have been joined together with liquid concrete which is fed from above into the hollow space between the long sides 1.1. When the concrete has hardened it constitutes together with the reinforcing irons a pillar which has the ability to bear a vertical load .
The reinforcement wire 5.2 extends a bit downwards in the groove between two floor slabs 2 to connect there with horizontal reinforcing irons 6 which extend within the notches 2.2 in the groove between two floor slabs. The reinforcement wire 5 extends also a bit uppwards in the joint between two roof slabs 3 which are arranged resting on the upper short side 1.3 of the respective wall slab 1 and connects there with horizontal irons 7 which run in the groove 1.4 in the respective upper short side 1.3 of the wall slabs 1. The horizontal reinforcing irons 7 comprise a number of reinforcing bars 7.1 which extend at right angles to the respective upper short side 1.3 and a bit into the respective wall slab 1 and the roof slab 3 resting on it and which are connected with a reinforcing wire 7-2 running in the hollow space formed by the groove 1.4 in the upper short sides 1.3- Vertical reinforcing irons 5 are also arranged in the hollow space formed of the groove 1.6 in the alternative embodiment of the wall slab shown in fig. 4 and which is used to form a corner in the building concerned.
The vertical reinforcing irons 5 together with the reinforcing irons 6 in the floor slabs 2 and the horizontal reinforcing irons 7 form a cage-like construction in which the wall slabs 1 , the floor slabs 2 and the roof slabs 3 are kept together to a mainly closed space. To reinforce this construction furthermore nettings may be arranged along all the surfaces in the construction but preferably only on its inside. Such a netting 8 is shown in fig. 7 where it is cast into a concrete layer 9 which constitutes the floor of the building. On wall slabs 1 and roof slabs 3 such a netting may be covered by a lime plaster material which is not shown in the figures. The reinforcing netting 8 also may be connected with the reinforcing irons 5, 7 and the reinforcing irons 6 and reinforce the strength of the construction furthermore. The construction of the building which includes the above mentioned slabs and the reinforcing may be provided with rafters and roofs resting on the wall slabs and in particular on the reinforced concrete pillars which are arranged between the wall slabs and with doors and windows and an external coating. This is not shown in the figures either.
The building elements according to the invention may also show more holes, preferably through holes which extends between opposite long sides or short sides for the attachment off additional reinforcement, e.g. reinforcing iron. The holes may also be lined with cases preferably of cardboard of a dimension which allows liquid concrete to be fed into those holes and form structural pillars and beams of reinforced concrete. Even if building elements manufactured of cement-bound wood wool are preferable in building constructions according to the invention the building elements may be manufactured of other materials as e.g. light concrete (gas concrete) which may be connected by means of the suggested reinforcing.

Claims

1. Building system for house building including building elements (1, 2, 3) e.g. manufactured in cement- bound wood wool which at least are an integral part of the walls of the building and reinforcing irons (5, 6, 7) at least being arranged in the walls and extending along two adjacent building elements (1, 2, 3) in a space between these two elements , c h a r a c t e r i z e d in that reinforcing bars (5.1, 7.1) are arranged projecting a short distance into two adjacent building elements in a distance from each other along facing sides or edges and joined by the reinforcing irons (5, 7).
2. Building system according to claim 1, c h a r a c t e r i z e d in that the reinforcing bars (5.1, 7.1) are firmly joined with the reinforcing irons (5, 7) before being placed between the building elements (1, 2).
3. Building system according to claim 2, c h a r a c t e r i z e d in that the reinforcing bars (5.1, 7.1) are welded to the reinforcing irons (5, 7).
4. Building system according to any of the claims 1-3, c h a r a c t e r i z e d in that a building element (1) is showing at least one notch or groove (1.2) along at least one long side and that the reinforcing irons (5) are placed in this notch or groove (1.2).
5. Building system according to claim 4, c h a r a c t e r i z e d in that the building element (1) shows at least one notch or groove (1.4) along at least one short side and that the reinforcing irons (7) are placed in this notch or groove (1.4).
6. Building system according to claim 4 or 5, c h a r a c t e r i z e d in that the building element (1) shows at least one notch or groove (1.6) along the edge of at least one of the broad sides.
7. Building system according to any of the claims 1-6, c h a r a c t e r i z e d in that the space, notch or groove (1.2, 1.4, 1.6) between the building elements is filled up with liquid concrete.
8. Building system according to any of the claims 1-7, c h a r a c t e r i z e d in that a reinforcing netting (8) is arranged at least on one broad side of the building elements (2).
9. Building system according to claim 8, c h a r a c t e r i z e d in that the reinforcing netting (8) extends along at least one long side of the building element.
10. Building system according to claim 8, c h a r a c t e r i z e d in that the reinforcing netting (8) extends unbroken over more adjacent building elements (2) .
PCT/SE1997/001579 1996-11-14 1997-09-19 Building system comprising building elements of cement-bound wood wool WO1998021422A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU44073/97A AU4407397A (en) 1996-11-14 1997-09-19 Building system comprising building elements of cement-bound wood wool

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE9604211-4 1996-11-14
SE9604211A SE9604211L (en) 1996-11-14 1996-11-14 Building systems and associated building elements

Publications (1)

Publication Number Publication Date
WO1998021422A1 true WO1998021422A1 (en) 1998-05-22

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ID=20404642

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Application Number Title Priority Date Filing Date
PCT/SE1997/001579 WO1998021422A1 (en) 1996-11-14 1997-09-19 Building system comprising building elements of cement-bound wood wool

Country Status (4)

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AU (1) AU4407397A (en)
SE (1) SE9604211L (en)
WO (1) WO1998021422A1 (en)
ZA (1) ZA979880B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999041926A2 (en) * 1998-02-13 1999-08-19 Nokia Networks Oy Routing area update in packet radio network
WO2006016844A1 (en) * 2004-08-10 2006-02-16 Ydre Träullsväggar Ab Full wall element of cement stabilised wood wool
EP2025823A1 (en) 2007-08-15 2009-02-18 Obschestvo S Ogranichennoi Otvetstvennostyu "Stoitelnye Innovatsli" Large-size sandwich wall panel of fibrolite and method for fabrication thereof
CN112942671A (en) * 2021-01-30 2021-06-11 北京城建七建设工程有限公司 Assembled component and connection structure thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH483524A (en) * 1968-01-04 1969-12-31 Steadman William D Building construction, method for producing the same, device for carrying out the method and a use of the building construction
SE459746B (en) * 1987-11-27 1989-07-31 Yxhult Ab Light concrete component
US5014482A (en) * 1989-06-05 1991-05-14 Alexander Michael E Insulation retaining apparatus
SE504361C2 (en) * 1995-05-19 1997-01-20 Johan Human System of building houses from pre-fabricated wood-wool reinforced concrete wall parts

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH483524A (en) * 1968-01-04 1969-12-31 Steadman William D Building construction, method for producing the same, device for carrying out the method and a use of the building construction
SE459746B (en) * 1987-11-27 1989-07-31 Yxhult Ab Light concrete component
US5014482A (en) * 1989-06-05 1991-05-14 Alexander Michael E Insulation retaining apparatus
SE504361C2 (en) * 1995-05-19 1997-01-20 Johan Human System of building houses from pre-fabricated wood-wool reinforced concrete wall parts

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999041926A2 (en) * 1998-02-13 1999-08-19 Nokia Networks Oy Routing area update in packet radio network
WO1999041926A3 (en) * 1998-02-13 1999-10-21 Nokia Telecommunications Oy Routing area update in packet radio network
WO2006016844A1 (en) * 2004-08-10 2006-02-16 Ydre Träullsväggar Ab Full wall element of cement stabilised wood wool
EP2025823A1 (en) 2007-08-15 2009-02-18 Obschestvo S Ogranichennoi Otvetstvennostyu "Stoitelnye Innovatsli" Large-size sandwich wall panel of fibrolite and method for fabrication thereof
CN112942671A (en) * 2021-01-30 2021-06-11 北京城建七建设工程有限公司 Assembled component and connection structure thereof
CN112942671B (en) * 2021-01-30 2022-03-15 北京城建七建设工程有限公司 Assembled component and connection structure thereof

Also Published As

Publication number Publication date
SE9604211L (en) 1998-05-15
AU4407397A (en) 1998-06-03
ZA979880B (en) 1998-05-25
SE9604211D0 (en) 1996-11-14

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