NL2004863C2 - Building or part thereof, prefab floor part and method for forming a building or a floor part. - Google Patents

Building or part thereof, prefab floor part and method for forming a building or a floor part. Download PDF

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Publication number
NL2004863C2
NL2004863C2 NL2004863A NL2004863A NL2004863C2 NL 2004863 C2 NL2004863 C2 NL 2004863C2 NL 2004863 A NL2004863 A NL 2004863A NL 2004863 A NL2004863 A NL 2004863A NL 2004863 C2 NL2004863 C2 NL 2004863C2
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NL
Netherlands
Prior art keywords
beams
opening
floor
building
wall
Prior art date
Application number
NL2004863A
Other languages
Dutch (nl)
Inventor
Gerardus Cornelis Maria Zanden
Original Assignee
Infra & B V
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 Infra & B V filed Critical Infra & B V
Priority to NL2004863A priority Critical patent/NL2004863C2/en
Priority to PCT/NL2011/050419 priority patent/WO2011155840A1/en
Priority to EP11726226.1A priority patent/EP2580403B1/en
Application granted granted Critical
Publication of NL2004863C2 publication Critical patent/NL2004863C2/en

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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • B28B7/164—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes for plates, panels, or similar sheet- or disc-shaped articles
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • B28B7/18—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
    • B28B7/186—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article for plates, panels or similar sheet- or disc-shaped objects, also flat oblong moulded articles with lateral openings, e.g. panels with openings for doors or windows, grated girders
    • 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
    • E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating

Description

P91043NL00
Title: Building or part thereof, prefab floor part and method for forming a building or a floor part.
The invention relates to a building or part thereof, comprising at least a wall part and a prefab floor part, supported at least by said wall part. The invention further relates to a prefab floor part or floor element. The invention further relates to a method for forming such building or such floor 5 part or floor element.
In modern building use is often made of prefab building elements, such as elements for walls, floors or roofs. These elements are commonly solid concrete elements, which can be provided with isolating material to one side thereof and can be provided with openings for doors or windows. For floor 10 elements openings can be provided in solid concrete elements for elements like stairs or creep hatches. These elements have the disadvantage that they are heavy and are difficult to provide utility lines through, such as but not limited to plumbing, data and electricity cables.
For floor elements channel plates can be used. These exist mainly of 15 an upper and lower plate or slab, connected to each other by a large series of standing separating walls, separating channels from each other. Cross bores can be provided for feeding lines through in a direction across the channels. These channel plates have the disadvantage that openings for for example stairs or hatches have to be provided for in the work, during placing, by means 20 of a saw or the like, or that the length of the plates have to be shortened and lentils have to be used to support the shorter plate, borne by two neighbouring plates. This is time consuming and costly, and prone to mistakes. Moreover, this requires a lot of finishing work to get a proper finish of the building.
The present invention has as an object to provide an alternative for 25 a building or part thereof. Another object of the present invention is to provide an alternative for a prefab floor element. Still another object of the present 2 invention is to provide an alternative method for forming a prefab floor element and/or a building or part thereof.
The invention shall further be elucidated by the following description, with reference to the drawings. The embodiments disclosed and 5 discussed therein are used by way of example only and should by no means be considered as limiting the scope of the invention. In the drawings shows:
Fig. 1 in top view a prefab floor element;
Fig. 2 in partial cross section part of a building;
Fig. 3 in partial cross section and top view a floor element, in a first 10 alternative;
Fig. 4 in partial cross section and top view a prefab floor element, in a second alternative; and
Fig. 5 in top view part of a prefab floor element, with different profiles of stairs in the opening thereof.
15 In the following description different embodiments are disclosed, showing aspects of the present invention. These are only shown by way of example. In this description in different embodiments the same or similar elements have the same or similar reference signs. Combinations of all elements of the different embodiments are possible within the disclosure.
20 In this description floor elements are disclosed, made of concrete, wherein reinforcement can be provided, especially in support beams and/or cross beams. Reinforcements can be made of iron rods, wrought iron, netting or similar systems known in the art. The reinforcements are not shown in the drawings. In the embodiments shown support beams and cross beams are 25 shown which are substantially straight. Where desired however at least some of these beams can be curved in part or over their entire length. In the embodiments shown an opening is provided for placement of stairs. However, other means for movement between floors can be provided, in the opening, such as but not limited to lift, elevator or lifting platform.
3
In fig. 1 in top view a floor element 1 is shown, for forming a floor part 2 of a building 3, with a cover element partly cut away. In the embodiment shown the floor part 2 is a storey floor of a building 3, but similarly it can for example be a ground floor part 2. The floor part 2, also 5 referred to as floor element 2 or prefab floor element 2, comprises a slab 4, a first outer support beam 5, a second outer support beam 6, a first cross beam 7. a second cross beam 8, a fourth cross beam 9 and two further support beams 10, 11. The slab 4 and the beams 5-11 have been made integrally, preferably of concrete, in a mould, such as but not limited to a carousel mould.
10 The floor element 1 is in this embodiment substantially rectangular, having a length L and a width W. Without limiting the scope of the description or invention, the width can for example be about 2.4 or 3.0 meter, the length can for example be between 3 and 6 meters, for example about 5 to 5.5 meter. In a preferred embodiment the width W is about 3.5 meter. As can be seen in 15 the drawings the slab 4 has a length Li which is smaller than the length L of the element 1. The slab 4 has a first end 12 and an opposite second end 13. The first and second outer support beams 5, 6 extend along two opposite longitudinal sides of the slab 4, from near the second end 13 to beyond the first end 12. Between the first ends 14 of the outer support beams 5, 6 the first 20 cross beam 7 is provided and between the second ends 15 the fourth cross beam 9. A second cross beam 8 extends substantially parallel to the first and fourth cross beams 7, 9, along the first end 13 of the slab 4, and is connected to both outer support beams 5, 6. The further support beams 10, 11 extend between the second and fourth cross beams 8, 9, on an upper surface 16 of the 25 slab 4. They are spaced preferably at a regular spacing Wint from both each other and the adjacent first and second outer support beams 5, 6 respectively.
It should be clear that a different number of support beams can be provided on the slab 4, depending for example on the width W of the floor element 1, the load to be carried by the element, the width and height of the beams and 4 thickness of the slab, the materials used and other obvious criteria to be used in designing an element 1.
Since the outer support beams 5, 6 extend beyond the first end 12 of the slab 4, there is an opening 17 formed between the first and second cross 5 beams 7, 8 and the parts 18, 19 of the outer support means 5, 6 extending beyond said first end 12. This opening 17 is, in this embodiment, substantially rectangular, having an internal width Wopening and an internal length Lopemng. The internal width Wopening is for example about 3.2 meter for an element width W of 3.5 meter, whereas the internal length Lopemng can for example be 10 1.2 meter. The opening 17 is intended for receiving elevating means such as a stair or staircase or a lift. In an opening of 3.2 * 1.2 meters most sizes of standard stairs can be fitted, as is schematically shown in fig. 5.
The thickness t of the slab 4 is preferably relatively small, compared to the total thickness T of the floor element 1, such that pockets 20 are formed 15 between adjacent support beams 5, 6, 10, 11. In these pockets installation elements can be provided, such as but not limited to drainage pipes, sewage pipes, electricity, data or cable wires, plumbing and the like. The top surfaces 22 of the beams 5, 6, 8, 9, 10, 11 are preferably within one plane. The top surface 22 of the first cross beam can be in the same plane or can be in a 20 different plane. This can be chosen for example on the bases of constructional considerations, weight to be supported, mould flow paths and the like. Cover elements 21 can be placed on top surfaces 22 of the beams 5, 6, 8, 9, 10, 11, for closing off the pockets 20 and forming part of a floor surface 23. In order to acoustically isolate the cover elements 21 from the beams 5, 6, 8, 9, 10, 11, 25 strips 24 of acoustically isolating material such as but not limited to rubber, elastomeric material, felt or the like can be provided on top surfaces of the beams. In this description top and bottom have to be understood in relation to the position of use of the elements 1, in which the slab 4 is at the underside or bottom of the element, the pockets 20 are at the top or upper side of the slab 4. 30 The strips 24 on the top surfaces 22 of the beams 5, 6, 8, 9, 10, 11 extend only 5 on the parts thereof that support the at least one cover element 21. For example the top surfaces 22 of the parts 18, 19 of the support beams 5, 6 are free from said strips 21, whereas of the fourth cross beam 9 only a part of the top surface 22 adjacent the side facing the second cross beam is provided with 5 such strip, such that the other side of said surface 22 can be used to support for example a wall 25, as schematically indicated in fig. 1 by the striped line 25. As can be seen in fig. 1 the wall 25 is preferable free from the cover element or elements 21, in order to again acoustically isolate the cover elements 21 from the further building structure.
10 As can be seen in fig. 2 a floor element 1 can be supported by a wall 26, by the first cross beam 7 supported on an upper side of a wall part 27 of a lower floor or storey 28, directly below said cross beam 7. A wall part 29 for an upper floor or storey 30 can be supported on the top surface 22 of the first cross beam 7. The wall 26 is in this embodiment a hollow wall or cavity wall, 15 including an inner wall 26A, an outer wall 26B and a cavity 26C in between, which can be filled with insulation, such as but not limited to rock or glass wool elements 35. The first cross beam 7 rests on the inner wall 26A. The wall 26 has at the side of the floor element 1 a face 31. Especially the wall part 27 below the cross beam 7 and the wall part 28 on top of the cross beam 7 have 20 parallel faces 31, which are coplanar at the side facing the opening 17. The cross beam 7 has a face 32 set back over a short distance d relative to the faces 31, into the wall 26. Preferably the inner wall 26A has a thickness Tw which is about equal to the thickness Tb of the cross beam, augmented with the distance d (Tw = Tb + d), such that a surface 33 of the cross beam 7 facing away from the 25 opening 17 can be flush with the inner face 34 of the inner wall 26A and can rest against the insulating material 35. This ensures easy building and especially easy positioning of the element 1 and the wall parts 27, 28 in the right relative positions.
As can be seen in fig. 2 at the side of the opening 17 of the first cross 30 beam 7 a space 36 is formed, forming a niche, with a depth d. This has the 6 advantage a finish can easily be applied to the wall 26, by filling the space or niche 36, for example but not limited to filling by plaster or filler. The filling can be made flush with the face 31 of the wall parts 27, 28, and thus with the face 31 of the wall 26. This means that only a relative very small part of the 5 wall 26 has to be plastered in order to get a flat or at least smooth wall face 31 in the area of the opening 17, in stead of the entire wall within the space in which the opening is provided, both above and below the element 1 and across the space 36. A further advantage of the space 36 can be that slight misalignments, differences in thickness of wall elements above and below 10 and/or or to the sides of the opening and/or tolerances in positioning of walls and floor elements can easily be compensated by the filling of the space.
In embodiments the further support beams 10, 11 can have a width Wio, li larger than the width W5,6 of the outer support beams 5, 6. The width W10,11 can be about twice the width W5,6, whereby the outer support beams 5, 15 6 can be fixed to similar outer support beams of adjacent floor elements 1 not having an opening 17 but further having the same or a similar construction. These elements are for example described in NL1035068, herein incorporated by reference. To this end the outer support beams 5, 6 can be provided with through bores or channels 38 through which bolts 39 can be inserted, through 20 similar bores or channels in the adjacent beam of an adjacent floor element 1A, to bolt them together in a known manner, e.g. as disclosed in NL1035068. In fig. 1 schematically such floor element is disclosed schematically to either side of the floor element 1. The combined outer beams of the element 1 and 1A then have a strength comparable to that of the further support beams 10, 11. near 25 to or preferably substantially flush with the upper surface of the slab 4 between the support beams 5, 10, 11, 6 openings 50 can be provided, extending through the support beams 5, 10, 11, 6, preferably in straight lines, such that tubes or lines, wires and the like can be fed through one or a series of such openings 50, from one pocket to a next and/or from one element 1 to a next 1A. 30 This allows easy feeding of these provisions for e.g. water, sewage, data, 7 electricity and the like to different parts of the building. Openings can be provided in the cover elements 21 for bringing these to the different spaces above the floor elements 1.
It will be clear that the fourth cross beam can be supported on a wall 5 part in a way similar to the way the first cross beam 7 is supported by the wall part 27. However, other support means can be used too, such as for example but not limited to columns.
By way of example only, and without wanting to be limited to any of these sizes or positions, a floor element according to this description could have 10 the following dimensions. The length of the elements 1 can for example be up to about 6.2 to 6.5 metres, although other lengths would be possible, depending on inter alia the number and sizes of the beams and the thickness of the slab, as well as the reinforcements used. The width of the elements can be chosen basically as desired. In the present invention it is preferred that the width W 15 of the elements 1 is such that the opening 30 is wide enough to receive stairs or the like. The width can for example be about 3 to 3.5 metres. The width preferably is such that the elements can be transported in one piece over public roads. To that end it is preferred that the elements can be placed substantially vertically or horizontally on a road vehicle, without needing 20 special permission to transport. This can differ for different countries. Generally the width will be preferred to be up to about 3.5 to 4 metres maximally.
In an embodiment of fig. 3 the slab 4 has an extension 40 into the opening 17. This extension has a width We which is smaller than the width 25 Wopening of the opening 17 and extends from the second cross beam 8 over a distance s into the opening 17. The width We and distance s can be chosen on the basis of the stairs or other elevation means to be placed in said opening, as schematically shown in fig. 5. The extension 40 can be a bases for a finish of the opening to fit the stairs 41. In the embodiment of fig. 3 a cover element 21 30 is provided, extending over the second cross beam 9 to the same extend into 8 the opening 17 as the extension 40. A finishing profile 42 having a substantially U-shaped cross section is provided against the side of the extension 40 and cover element 21, the legs 43 of the profile 42 lying on the cover element 21 and under the extension 40 respectively. The profile 42 can 5 for example be made of metal, plastic, concrete, wood or any other suitable material. It can for example be clicked, glued, stapled, screwed, bolted or otherwise be fixed in position. The cover element 21 can be provided with a groove or indentation 44 along its edge 43 near the opening 17, for receiving the leg of the profile 42, flush with the top side of the cover element 21.
10 Similarly the slab 4 can be provided with such groove or indentation 44 for fitting the other leg of the profile 42.
The underside of a slab 4 can be a ceiling forming side. This can be ready for for example painting, spachtelputsch, plaster or other finishing layer. In an alternative embodiment the underside 45 of the slab 4 can be provided 15 with an integral finishing.
In fig. 4 an embodiment of a part of a building, especially an element 1 is shown similar to the embodiment of fig 3, having a third cross beam 46 extending along the free edge of the extension 40, substantially parallel to the first and second cross beams 7, 8. A connecting beam 47 can extend along the 20 free edge of the extension 40 between an end of the third cross beam 46 and the second cross beam. The third cross beam 46 and the connecting beam preferably are provided with a stepped top surface at the side facing away from the opening 17. Preferably such that an edge portion of the cover element or cover elements 21 can rest on such stepped profile, with the top side of the 25 cover element 21 substantially flush with the higher side of the stepped top surface. In this embodiment no finishing profile is necessary along the side of the opening 17. This even further limits costs for finishing work on the staircase, and moreover allows easily for a similar finish layer as the ceiling.
In fig. 5 part of a floor part or element 1 is shown, in top view, 30 showing the extension 40 in one embodiment. In the opening 17 next to the 9 extension three different stair profiles are shown, in separate hatchings, as indicated in the legend. By amending the extension during prefabrication of the elements 1 the profile of the opening 17 can easily be amended in accordance with the stairs to be fitted.
5 A prefab floor element 1 can be cast in one go, by forming a mould cavity according to the desired shape and size, including the opening and, if desired, the extension 40 with the third cross beam 46 and the connecting beam 47. This has the advantage that the element can be ready for use directly out of the mould. This however means that a different mould will be necessary 10 for each type of element, especially each type of stairs, and different moulds for for example left and right hand stairs. In an alternative embodiment the element 1 is formed in a mould in a standard configuration, without an extension, as shown in fig. 1, after which a formwork can be fitted in the opening, suitable for the desired extension 40 and, if desired, third cross beam 15 46 and/or connecting beam 47, after which concrete or another type of settable material is poured into the formwork to connect to the slab 4, second cross beam 8 and one of the outer support beams 5, 6. In such embodiment two pouring steps are necessary, but only different formworks have to be used for different elements 1. Obviously the extension can also be provided for in any 20 other suitable way, like for example but not limited to by carpentry.
In an embodiment a building can be designed wherein first a position is chosen for the stairs, defining the position for the first prefab floor element 1, according to the invention. Then further prefab elements 1A, for example according to NL1035068 can be fitted to either side of the element 1, 25 for forming the entire floor for the storey. At one or both ends of the floor filling floor elements IB can be fitted, which can have a different width then the further elements 1, 1A. This allows greater freedom in building design.
The invention is by no means limited to the embodiments described in this disclosure, by way of example only. Many variations are possible within 30 the scope if the claimed invention. For example the opening can be provided for 10 more central in the elements, a slab 4 and cover elements 21 being provided on both sides of the opening. In the embodiments shown in the drawings the opening is designed such that the stairs to be fitted will have a main ascending/descending direction which is substantially parallel to the width 5 direction of the opening 17 and element 1. However, the opening can also ne designed to fit stairs having a main direction of ascending/descending which has a different direction, for example substantially parallel to the length direction of the support beams. The opening 17 can be rectangular having an extension 40 on one or both sides, next to the outer support beams 5, 6,
10 extending for example between the second and first support beams 7, 8. A
prefab floor element according to the present invention can be formed from two floor elements 1 connected together, for example both comprising half an opening 17. This means that one outer beam 5 of one of these elements 1 and one outer beam 6 of the other of these two elements will form the outer beams 15 of the prefab floor element.
These and various other modifications, including combinations of parts of the embodiments disclosed in the drawings and description are also considered to have been disclosed herein.

Claims (15)

1. Een gebouw of een gedeelte daarvan, ten minste een wanddeel en een prefab vloerdeel omvattend, het vloerdeel ten minste ondersteund door het wanddeel, waarbij het vloerdeel een plaat die een plafonddeel vormt en ten minste twee buitenste steunbalken omvat, die zich hoofdzakelijk 5 evenwijdig aan elkaar uitstrekken, aan twee tegenovergestelde zijden van de plaat, aan of op een bovenzijde daarvan, en ten minste een eerste en tweede dwarsbalk, de steunbalken verbindend, en zich hoofdzakelijk evenwijdig aan elkaar uitstrekkend, waarbij een opening voorzien is tussen de twee dwarsbalken en de twee steunbalken, om een trap en/of een lift in te 10 passen, die zich door die opening uitstrekt, terwijl ten minste één dekvloerelement voorzien kan zijn op de steunbalken, naast de opening, en waarbij de eerste dwarsbalk ondersteund wordt door of in het wanddeel.1. A building or a part thereof, comprising at least one wall part and a prefab floor part, the floor part supported at least by the wall part, the floor part comprising a plate forming a ceiling part and at least two outer support beams, which are substantially parallel extend to each other, on two opposite sides of the plate, on or on an upper side thereof, and at least a first and second cross beam, connecting the support beams, and extending substantially parallel to each other, an opening being provided between the two cross beams and the two supporting beams, for fitting a staircase and / or a lift, which extends through said opening, while at least one screed element can be provided on the supporting beams, next to the opening, and wherein the first transverse beam is supported by or in the wall part. 2. Een gebouw of gedeelte daarvan volgens conclusie 1, waarbij de wand een naar de opening toe gericht oppervlak heeft, waarbij de eerste 15 dwarsbalk een naar de opening toe gericht oppervlak heeft, waarbij het oppervlak van de eerste dwarsbalk terugspringt ten opzichte van het oppervlak van de wand, de wand in.2. A building or part thereof according to claim 1, wherein the wall has a surface directed towards the opening, wherein the first transverse beam has a surface directed towards the opening, the surface of the first transverse beam jumping back relative to the surface from the wall, into the wall. 3. Gebouw of gedeelte daarvan volgens conclusies 1 of 2, waarbij de plaat zich gedeeltelijk tot in de opening uitstrekt.3. Building or part thereof according to claims 1 or 2, wherein the plate extends partially into the opening. 4. Gebouw of gedeelte daarvan volgens een van de voorgaande conclusies, waarbij een derde dwarsbalk voorzien is, die zich tussen de eerste en de tweede dwarsbalk uitstrekt, bij voorkeur een lengte evenwijdig aan de eerste en tweede dwarsbalken hebbend die kleiner is dan de loodrechte afstand tussen de genoemde twee draagbalken.Building or part thereof according to one of the preceding claims, wherein a third crossbar is provided, which extends between the first and the second crossbar, preferably having a length parallel to the first and second crossbars that is smaller than the perpendicular distance between the two supporting beams mentioned. 5. Gebouw of gedeelte daarvan volgens conclusie 4, waarbij de derde dwarsbalk zich van een van de buitenste steunbalken in de richting van de tegenovergestelde buitenste steunbalk uitstrekt, en verbonden is met de tweede dwarsbalk door middel van een verbindingsbalk, waarbij bij voorkeur de eerste en de tweede dwarsbalk dezelfde hoogte hebben, gemeten tussen boven- en onderkant van het vloerdeel, en de derde vloerbalk bij voorkeur een grotere hoogte heeft, zodat ten minste een deel van een bovenvlak daarvan hoofdzakelijk gelijk ligt met een bovenvlak van een 5 dekelement voorzien op ten minste de tweede dwarsbalk.5. Building or part thereof according to claim 4, wherein the third crossbar extends from one of the outer supporting beams in the direction of the opposite outer supporting beam, and is connected to the second crossbar by means of a connecting beam, wherein preferably the first and the second transverse beam have the same height, measured between top and bottom of the floor part, and the third floor beam preferably has a greater height, so that at least a part of an upper surface thereof is substantially flush with an upper surface of a cover element provided on at at least the second crossbar. 6. Gebouw of gedeelte daarvan volgens conclusie 3, 4 of 5, waarbij het gedeelte van de plaat dat zich tot in de opening uitstrekt en/of de derde dwarsbalk integraal met ten minste de plaat, de eerste en tweede dwarsbalk en de steunbalken gemaakt zijn.Building or part thereof according to claim 3, 4 or 5, wherein the part of the plate which extends into the opening and / or the third crossbar is made integral with at least the plate, the first and second crossbar and the support beams . 7. Gebouw of gedeelte daarvan volgens een van de voorgaande conclusies, waarbij ten minste één verdere steunbalk zich tussen de twee steunbalken uitstrekt, hoofdzakelijk evenwijdig, welke steunbalk zich uitstrekt van de tweede steundwarsbalk in een richting van de eerste dwarsbalk af gericht, waarbij bij voorkeur de of elke verdere steunbalk een 15 breedte heeft, hoofdzakelijk evenwijdig aan een lengterichting van de dwarsbalken gemeten, die breder is dan de breedte van de buitenste steunbalken, meer bij voorkeur ongeveer twee keer de breedte, en dezelfde hoogte boven de plaat.7. Building or part thereof according to one of the preceding claims, wherein at least one further supporting beam extends between the two supporting beams, substantially parallel, which supporting beam extends from the second supporting crossbar directed away from the first transverse beam, preferably the or each further support beam has a width, measured substantially parallel to a longitudinal direction of the cross beams, which is wider than the width of the outer support beams, more preferably about twice the width, and the same height above the plate. 8. Gebouw of gedeelte daarvan volgens een van de voorgaande 20 conclusies, waarbij ten minste de steunbalken en de tweede dwarsbalk een bovenvlak hebben, voorzien van isolerende strips, zich op de steunbalken van de tweede steunbalken tot een uiteinde van het vloerdeel op een afstand van de eerste dwarsbalk, waarbij bij voorkeur bij genoemd uiteinde een verdere dwarsbalk voorzien is, die zich tussen de buitenste steunbalken 25 uitstrekt, ondersteund in of op een andere wand of wanddeel en op een deel van een bovenvlak van genoemde isolerende strip voorzien, waarbij de of iedere dekvloer gedragen kan worden door de isolerende strips, geïsoleerd van de of iedere wand, die de eerste en verder dwarsbalk ondersteunt of erop steunt.8. Building or part thereof according to one of the preceding claims, wherein at least the supporting beams and the second cross beam have an upper surface, provided with insulating strips, located on the supporting beams of the second supporting beams up to an end of the floor part at a distance of the first transverse beam, wherein a further transverse beam is preferably provided at said end, which extends between the outer supporting beams 25, supported in or on another wall or wall part and provided on said part of an upper surface with said insulating strip, wherein the or each screed can be supported by the insulating strips, insulated from the or each wall, which supports or supports the first and further cross member. 9. Prefab vloerdeel voor gebruik in een gebouw of gedeelte daarvan volgens een van de voorgaande conclusies.Prefab floor part for use in a building or part thereof according to one of the preceding claims. 10. Prefab vloerdeel, een plaat en ten minste twee buitenste steunbalken omvattend, die zich hoofdzakelijk evenwijdig aan elkaar 5 uitstrekken, aan twee tegenovergestelde zijden van de plaat, aan of op een bovenzijde daarvan, en ten minste een eerste en tweede dwarsbalk, de steunbalken verbindend, en zich hoofdzakelijk evenwijdig aan elkaar uitstrekkend, waarbij een opening voorzien is tussen de twee dwarsbalken en de twee steunbalken, die zich van één kant van het vloerdeel naar het 10 tegenovergestelde deel daarvan uitstrekken.10. Prefab floor part, comprising a plate and at least two outer supporting beams, which extend substantially parallel to each other, on two opposite sides of the plate, on or on an upper side thereof, and at least a first and second transverse beam, the supporting beams connecting, and extending substantially parallel to each other, wherein an opening is provided between the two cross beams and the two support beams, which extend from one side of the floor part to the opposite part thereof. 11. Prefab vloerdeel volgens conclusie 10, waarbij de opening hoofdzakelijk rechthoekig is, waarbij de afstand tussen de buitenste steunbalken groter is dan de afstand tussen de eerste en tweede dwarsbalken, en waarbij aan de kant van de tweede dwarsbalk een vuldeel 15 voorzien is binnen de opening, dat bij voorkeur een ondervlak gelijk met de onderkant van de plaat heeft, en meer bij voorkeur een zijvlak tegenover de eerste dwarsbalk die afgesloten is door een derde dwarsbalk, waarbij het vuldeel met één van de buitenste steunbalken verbonden is en op een afstand van de tegenovergestelde buitenste steunbalk geplaatst is.11. Prefab floor part according to claim 10, wherein the opening is substantially rectangular, wherein the distance between the outer supporting beams is greater than the distance between the first and second cross beams, and wherein on the side of the second cross beam a filling part 15 is provided within the opening, which preferably has a bottom surface flush with the bottom of the plate, and more preferably a side surface opposite the first crossbar closed by a third crossbar, the filling part being connected to one of the outer support beams and at a distance of the opposite outer support beam is placed. 12. Prefab vloerdeel volgens conclusie 11, waarbij ten minste één dekelement voorzien is, gedragen op tenminste steunbalken en dwarsbalken, waar het ten minste ene dekdeel zich over het vuldeel uitstrekt.Prefab floor part according to claim 11, wherein at least one cover element is provided, supported on at least support beams and cross beams, where the at least one cover part extends over the filling part. 13. Werkwijze voor het vormen van een prefab vloerdeel volgens een 25 van conclusies 9 — 12, gebruik makend van een mal, waarbij in een eerste maldeel elementen voor het vormen van steunbalken en een vulelement voor het vormen van de opening en de eerste en tweede dwarsbalken voorzien zijn, waarbij een tweede maldeel aansluitend tegen het eerste maldeel geplaatst wordt om de balken en de opening te vormen in samenwerking met het eerste maldeel en de genoemde elementen, waarna beton in de mal gegoten wordt, om het hard te laten worden.Method for forming a prefab floor part according to any of claims 9 - 12, using a mold, wherein in a first mold part elements for forming supporting beams and a filling element for forming the opening and the first and second cross beams are provided, wherein a second mold part is subsequently placed against the first mold part to form the beams and the opening in cooperation with the first mold part and the said elements, after which concrete is poured into the mold to cause it to harden. 14. Werkwijze volgens conclusie 13, waarbij na ten minste gedeeltelijk hard worden van het vloerdeel de mal geopend wordt en ten minste een deel 5 van het vulelement van de opening verwijderd wordt, waarna een vuldeel gevormd wordt door beton in een vuldeel vormend malelement geplaatst binnen de opening te gieten, tegen ten minste een buitenste steunbalk en een tweede dwarsbalk, en het hard te laten worden.14. Method as claimed in claim 13, wherein after at least partially hardening of the floor part the mold is opened and at least part 5 of the filling element is removed from the opening, whereafter a filling part is formed by concrete placed in a mold element forming a filling part within pouring the opening against at least one outer support beam and a second cross beam, and allowing it to harden. 15. Werkwijze voor het vormen van een vloer van een gebouw, waarbij 10 een bouwdeel samengesteld wordt volgens een van conclusies 1-9, waarna prefab elementen aan elke kant van het vloerdeel geplaatst worden, een vloer van het gebouw vormend, en waarbij een wanddeel op de eerste dwarsbalk geplaatst wordt, waarna een afwerklaag voorzien wordt over de zijde van de eerst dwarsbalk die zich tegenover de tweede dwarsbalk 15 bevindt, zodat een oppervlak voorzien is, dat gelijk met de oppervlakken van de wanddelen onder en boven genoemde eerste balk verloopt, waarbij de afwerklaag bij voorkeur gemaakt wordt gebruik makend van pleister of vulmiddel.15. Method for forming a floor of a building, wherein a building part is assembled according to any of claims 1-9, after which prefab elements are placed on each side of the floor part, forming a floor of the building, and wherein a wall part is placed on the first cross beam, whereafter a finishing layer is provided over the side of the first cross beam that is opposite the second cross beam, so that a surface is provided which runs flush with and above the first beam of the wall parts, wherein the finishing layer is preferably made using plaster or filler.
NL2004863A 2010-06-09 2010-06-09 Building or part thereof, prefab floor part and method for forming a building or a floor part. NL2004863C2 (en)

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NL2004863A NL2004863C2 (en) 2010-06-09 2010-06-09 Building or part thereof, prefab floor part and method for forming a building or a floor part.
PCT/NL2011/050419 WO2011155840A1 (en) 2010-06-09 2011-06-09 Building or part thereof, prefab floor part and method for forming a building or a floor part
EP11726226.1A EP2580403B1 (en) 2010-06-09 2011-06-09 Building or part thereof, prefab floor part and method for forming a building or a floor part

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1422473A (en) * 1965-01-12 1965-12-24 multipurpose element, reinforced concrete, for industrialized construction
DE29723044U1 (en) * 1996-12-23 1998-03-19 Goess Peter Dipl Ing Displacement body
WO1998013560A1 (en) * 1996-09-27 1998-04-02 Koolen & Lichtenberg Development Interests B.V. An assembly comprising a plate-shaped floor member, an assembly comprising at least two spaced-apart sections and at least one floor member extending between said sections, as well as a floor member and a section suitable for such assemblies
EP1609924A1 (en) * 2004-06-24 2005-12-28 Jan Wind Prefabricated building, floor element for such a building and method for manufacturing a floor element
WO2008051923A2 (en) * 2006-10-20 2008-05-02 Metromont Corporation Precast concrete i-beam deck with pre-stressed wire strands as reinforcing material
NL1035068C2 (en) * 2008-02-22 2009-08-25 Infra & B V Floor assembly as well as panel suitable for such floor assembly.

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3877421B2 (en) * 1998-02-09 2007-02-07 積水化学工業株式会社 Floor panels and building units

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1422473A (en) * 1965-01-12 1965-12-24 multipurpose element, reinforced concrete, for industrialized construction
WO1998013560A1 (en) * 1996-09-27 1998-04-02 Koolen & Lichtenberg Development Interests B.V. An assembly comprising a plate-shaped floor member, an assembly comprising at least two spaced-apart sections and at least one floor member extending between said sections, as well as a floor member and a section suitable for such assemblies
DE29723044U1 (en) * 1996-12-23 1998-03-19 Goess Peter Dipl Ing Displacement body
EP1609924A1 (en) * 2004-06-24 2005-12-28 Jan Wind Prefabricated building, floor element for such a building and method for manufacturing a floor element
WO2008051923A2 (en) * 2006-10-20 2008-05-02 Metromont Corporation Precast concrete i-beam deck with pre-stressed wire strands as reinforcing material
NL1035068C2 (en) * 2008-02-22 2009-08-25 Infra & B V Floor assembly as well as panel suitable for such floor assembly.
WO2009104951A1 (en) * 2008-02-22 2009-08-27 Infra + B.V. Floor assembly as well as panel suitable for such a floor assembly

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