EP1736607B1 - Light and insulating device and system for buildings - Google Patents
Light and insulating device and system for buildings Download PDFInfo
- Publication number
- EP1736607B1 EP1736607B1 EP05425455A EP05425455A EP1736607B1 EP 1736607 B1 EP1736607 B1 EP 1736607B1 EP 05425455 A EP05425455 A EP 05425455A EP 05425455 A EP05425455 A EP 05425455A EP 1736607 B1 EP1736607 B1 EP 1736607B1
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- EP
- European Patent Office
- Prior art keywords
- elements
- modular
- insulating
- upper wall
- ribs
- 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.)
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- 239000007787 solid Substances 0.000 claims abstract description 4
- 239000004575 stone Substances 0.000 claims description 17
- 239000004567 concrete Substances 0.000 claims description 13
- 238000009423 ventilation Methods 0.000 claims description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 2
- 230000008878 coupling Effects 0.000 description 6
- 238000010168 coupling process Methods 0.000 description 6
- 238000005859 coupling reaction Methods 0.000 description 6
- 238000011065 in-situ storage Methods 0.000 description 5
- 210000002105 tongue Anatomy 0.000 description 5
- 230000000295 complement effect Effects 0.000 description 4
- 239000011464 hollow brick Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000004033 plastic Substances 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000006260 foam Substances 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000994 depressogenic effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
- E04B5/261—Monolithic filling members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
- E04B5/268—End filling members to be placed between the floor and the wall, e.g. thermal breaks
-
- 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
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
-
- 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
Definitions
- Modular elements with a C-shaped section to be rested on the joists for floors are also known; these elements are aligned to one another in the same way of the conventional tile hollow bricks.
- the invention further relates to a system for manufacturing ground floor loose stone foundations in buildings, comprising a modular element according to what has been described above, a tube crop end, a support element on the ground having means for housing said tube crop end, a T-shaped element in which the lower end of the leg of said T can be housed in said tube crop end.
- the invention relates to the use of a modular element of the type described above for insulating the foundations of buildings and building structures in general.
- the invention also relates to the use of a modular element of the type described above for insulating and ventilating roofs and building pavements.
- the modular element according to the invention has several advantages compared to the modular elements known in the art.
- the element according to the invention has a huge use flexibility, due to the presence of anchor and engaging means with similar elements being present on all sides; in fact, it can be used as a replacing element for the hollow bricks in floors with either cap joists or lattice joists, by being rested on said joists with its own longitudinal sides and thus coupling with other elements on the (open) cross sides.
- the element of the invention may be arranged with the (usually closed) cross sides thereof being inserted between the base and the top of the double T; in this case, the elements are fastened to one another at the longitudinal sides.
- the elements of the invention can be both transversally and longitudinally coupled with one another and can operate as lightening elements, for example, either in place of foamed balls or blocks.
- closed elements are advantageously used, which in one embodiment are arranged spaced from one another and mutually engaged by means of "C-shaped" junction elements engaging corresponding coupling housings on the element sides.
- a line of elements being horizontally aligned may be used either as cable ducts (e.g. for electric cables) or as a protection for underground ducts, elements being vertically aligned may be used as a box for closing and insulating, even acoustically, exhaust pipes in a building.
- the structure with the C-shaped section and multiple ribs provides a stiffness and structural characteristics which allow the use thereof in absolute safety.
- the modular element according to the invention has a parallelepiped structure having a substantially "C-shaped" cross section.
- the element 1 is provided with a B-B longitudinal axis and an A-A cross axis, an upper wall 2, two longitudinal solid walls (or sides) 3 and 4 and two cross walls 5 and 6 which are usually open and define a connection between an empty space under the modular element 1 and the outside.
- the element 1 is free of legs and uses the sidewalls 3 and 4 as a support on the building structures with which it cooperates.
- the element 1 has engaging means with other modular elements, being either identical or of the same type, which are arranged along the longitudinal sides 3 and 4 and along the cross sides 5 and 6.
- the engaging means which are present on each side are different on each side; the side 5 is provided with means 7 formed by a "U-shaped” edge with the concavity turned downwards; the side 6 is provided with a "U-shaped” edge 8 with the concavity turned upwards; the side 4 is provided with an edge in the shape of a projecting tongue with an edge having a "U” shape and the U concavity turned downwards; the side 3 is provided with means 10 in the shape of a tongue with an edge turned upwards.
- the element 1 is provided with a plurality of stiffening ribs 11 being arranged parallel to one another transversally to the device. These ribs have a trapezoidal section, along the device longitudinal axis, with the smaller base 12 located at the upper wall 2 and the bigger base 13 located at the tongue 9 or 10 on the element sides. These ribs have a significant width and shape the surface of the upper side 2 in a series of raised stripes alternating to sags (corresponding to the surface of the side 2) with a width substantially equal to the one of the ribs 11.
- Fig. 8 and Fig. 9 show another modular element according to the invention, being provided with a larger number of stiffening ribs, and i.e. with further ribs 11a extending from the surface 2, between two adjacent ribs 11.
- the element 1 is provided with support means on and engaging means of the building structure with which it has to cooperate consisting of a longitudinal wing 18 vertically extending downwards on each of the sides 3 and 4.
- the wing 18 is provided with a plurality of slots 18a having the function of ensuring a cross ventilation in the case of wall insulation or floor ventilation, as well as a coupling means for the false ceiling elements (see Fig. 17 ).
- these means can be either different, such as for example the feet 17 shown in Fig. 7 , or can be formed only by the lower end of the sides 3 and 4.
- the engaging means 9 have Y- and Z-ends which are illustrated in Figs. 14-16 .
- the Y-end comprising a raised portion 21 relative to the remaining edge 9 is shown.
- a projection 22 is present at the end of the portion 21 with locking functions in the longitudinal direction which cooperates with a corresponding projection 23 being provided at the Z-end on the side 9 ( Fig. 16 ).
- the means 9 overlap the means 10 and therefore there will be the four ends overlapping one another in the following order (from the bottom): W-X-Z-Y.
- the elements 1 are longitudinally aligned and are engaged with one another at the means 7 and 8, such as shown for example in Fig. 22 , relating to an embodiment of a ventilated ground floor loose stone foundation.
- the joists 50 are, in turn, supported by a structure comprising a plurality of arches being connected to one another and consisting of a base 32, a tube crop end 36 and a capital i.e. a "T-shaped" element 37, engaged with one another in the vertical direction, the T-shaped elements 37 being engaged with one another in the lateral direction.
- the desired ground floor loose stone foundation structure can be obtained by directly resting the modular elements on the "capitals" 37, as shown in Fig. 24 , thus avoiding the use of reinforced concrete joists.
- the elements are laterally engaged with the means 9 and 10 and are fastened to one another at the cross sides 5 and 6.
- the sides 5 and 6 are closed and provided with housings 51 into which the C-bar ends 52 (or of similar fastening elements) are inserted, which ensure a better seal along the longitudinal axis.
- Fig. 22A shows a more general view of the structure from Fig. 24 ; similar references are used for like elements in Figs. 22 , 24 and 22A .
- the concrete when the concrete casting is carried out, after the structure has been reinforced, the concrete will fill up the tube crop ends 36 and the T-shaped capitals 37, in order to provide a structure extremely solid and suitable to the loads which it will have to support.
- Fig. 22 also shows the use of the elements 1 as insulating means for the foundations 45.
- the elements 1 are aligned and engaged with one another in a similar way to what has been described above, with the difference that in this case they are vertically aligned in seven lines 1e-1m; each line is engaged with the adjacent lines by overlapping the means 9 above the means 10 such as described above ( Fig. 2 and Fig. 3 ).
- a "bi-dimensional" structure 49 extending on the foundation wall 45 for protecting and insulating the latter is obtained.
- the lower ends of the elements 1 are housed in the elements 28 provided with a grating 29 shown in Fig.
- the elements 1 being vertically stacked as above may be used as a protection either for release pipes or the like, within the building.
- angle sections being provided with engaging means for the sides 9 and 10 of the modular elements, for example teeth and grooves 58 and 59 are used at the corners or edges.
- the structure 49 with modular elements being height and width linked can be advantageously used for providing ventilated roof floors.
- the structure is situated on the floor and acts as a base for a concrete layer on which the tiles are rested.
- the closure element 30 such as shown in Fig. 19 serves to close the ends of a line of elements 1, for example the elements 1a-1d from Fig.
- a series of break lines 31 allow to obtain, if desired, apertures either of a longer or shorter diameter according to the duct which optionally has to pass beneath the elements.
- plates or stirrups (not shown) which can be fastened either to the foundation wall or the roof floor and which are provided with teeth or similar engaging means of modular elements; the plate or stirrup teeth, being usually four, engage the slots 18a located at the ends of the modular elements (shown in Figs. 1-6 ) in order to hold the angles of four adjacent modular elements on the wall.
- Figs. 25-27 show two accessories for the use with the elements according to the invention.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Floor Finish (AREA)
- Ventilation (AREA)
Abstract
Description
- The present invention relates to a lightening and insulating device and system for building. More particularly, the invention relates to a device and a component system comprising this device, for the use in buildings as a lightening structure for floors, an insulating structure for ground floor loose stone foundations and the outer walls of the foundations, an insulating and ventilation structure for roof floors.
- The lightening devices which are traditionally known and used for providing building floors are the so-called "hollow bricks", i.e. tiles of a considerable dimension, being internally lightened, which are rested either on joists or plates. These tile elements have proved to be bulky, heavy, difficult to be positioned and dangerous because they are subject to be broken. Furthermore, they are not very flexible because they may not be cut to size in order to be adapted to the space to be taken during laying.
- Various types of devices alternatively to the tile "hollow bricks" have been known for a long time, being usually manufactured in plastic materials. An example of these devices are either the parallelepipeds in foam polystyrene or the balls in plastic material which are used as means for lightening floor plates.
- Modular elements in plastic material to be applied on said plates or to be laterally rested on the joists for the floor or to be used for manufacturing ground floor loose stone foundations are also known; the element modularity allows the elements to be arranged side by side and aligned in order to cover the desired space. An example of these elements is described, for example, in
EP-A-0803618 . This document describes modular elements having a structure consisting of four legs and a slightly convex upper wall; an arch is present between each pair of legs. In order to stiffen the structure on the upper wall a plurality of ribs is present, and at least one stiffener, being usually centrally positioned, extends downwards from said upper wall in the form of a small pillar. In one embodiment, the central small pillar is fixed and hollow, for a subsequent filling up thereof with concrete. -
FR 2858343 claim 1. - Modular elements with a C-shaped section to be rested on the joists for floors are also known; these elements are aligned to one another in the same way of the conventional tile hollow bricks.
- Both the four-leg embodiments and the ones free of legs, with a C-shaped section, have the drawback of having an insufficient stiffness and little use flexibility. Moreover, the four-leg embodiments can not be used for floors on joists.
- Therefore, there is need for providing a modular element or device for the use in buildings as a lightening, insulating or ventilation element, which is cost-effective to be manufactured, reliable, stiff enough to support an operator's weight (besides the concrete one) without problems, sure and flexible.
- A further object of the invention is to provide a device which can be used in insulating, ventilation, lightening systems for structures, both for floors and ground floor loose stone foundations and garrets.
- Another object of the invention is to provide an insulating and protecting structure for foundations.
- These objects are achieved by means of the present invention, which concerns a modular device according to
claim 1. - According to the invention said device is provided with a plurality of ribs being located parallel to one another transversally to the device. Preferably, these ribs have a trapezoidal section, along the device longitudinal axis, with its smaller base being located at the element upper wall.
- According to the invention, the device upper wall is provided with an upright flat rib extending along the device longitudinal axis.
- Preferably, the device of the invention is open on either cross side in order to have a series of elements being connected to one another along the cross sides and have a space longitudinally extending along the latter. Closed elements on all sides and provided in any case with mutual coupling means are used for example either for ground floor loose stone foundations or cast-in-situ floors.
- The invention further relates to a system for manufacturing ground floor loose stone foundations in buildings, comprising a modular element according to what has been described above, a tube crop end, a support element on the ground having means for housing said tube crop end, a T-shaped element in which the lower end of the leg of said T can be housed in said tube crop end. With this system labour force and materials are saved and ground floor loose stone foundations are obtained with a wide space below.
- Furthermore, the invention relates to the use of a modular element of the type described above for insulating the foundations of buildings and building structures in general.
- The invention also relates to the use of a modular element of the type described above for insulating and ventilating roofs and building pavements. The modular element according to the invention has several advantages compared to the modular elements known in the art.
- In fact, the element according to the invention has a huge use flexibility, due to the presence of anchor and engaging means with similar elements being present on all sides; in fact, it can be used as a replacing element for the hollow bricks in floors with either cap joists or lattice joists, by being rested on said joists with its own longitudinal sides and thus coupling with other elements on the (open) cross sides. On floors with double T-shaped iron beams, the element of the invention may be arranged with the (usually closed) cross sides thereof being inserted between the base and the top of the double T; in this case, the elements are fastened to one another at the longitudinal sides.
- On plates for floors, the elements of the invention can be both transversally and longitudinally coupled with one another and can operate as lightening elements, for example, either in place of foamed balls or blocks. In this case, closed elements are advantageously used, which in one embodiment are arranged spaced from one another and mutually engaged by means of "C-shaped" junction elements engaging corresponding coupling housings on the element sides.
- As already mentioned, the modular elements according to the invention can be used being vertically arranged, coupled with one another, against the building foundations, as an insulating structure for the latter; moreover, the same elements being mutually coupled and arranged with a mutual overlapping of the coupling means which is similar to what has been used in the tiles, may be used for ventilating roofs and insulating the latter from water.
- A line of elements being horizontally aligned may be used either as cable ducts (e.g. for electric cables) or as a protection for underground ducts, elements being vertically aligned may be used as a box for closing and insulating, even acoustically, exhaust pipes in a building.
- Furthermore, the structure with the C-shaped section and multiple ribs provides a stiffness and structural characteristics which allow the use thereof in absolute safety.
- These and other advantages will be understood from the following description and the annexed drawings, which are given by way of illustrative and non-limiting example, in which:
-
Fig. 1 is a top view of a modular element according to the invention, -
Fig. 2 is a front view taken along B-B longitudinal axis of the element fromFig. 1 , -
Fig. 3 is a cross-sectional view of the element fromFig. 1 , -
Fig. 4 is a perspective view of the element fromFig. 1 , -
Fig. 5 is a longitudinal sectional view of the element fromFig. 1 , -
Fig. 6 is a side view of the modular element fromFig. 1 , -
Fig. 7 is a perspective view of the element fromFig. 4 , with different support means, -
Fig. 8 and Fig. 9 are a perspective side view of a further embodiment of the modular element according to the invention, -
Figs. 10 and 11 are top and bottom perspective views of an end of a modular element side according to the invention, -
Fig. 12 is a top perspective view of the end being opposite to the one fromFigs. 10 and 11 , -
Fig. 13 is a cross side view of two modular elements being coupled with each other, -
Fig. 14 and Fig. 15 are bottom and top perspective views of an end of the module side opposite to the side of the aboveFigs. 10-12 , -
Fig. 16 is a top perspective view of the opposite end of the side fromFig. 14 and Fig. 15 , -
Fig. 17 is a sectional view of an element according to the invention installed on joists for a floor, -
Fig. 18 is a perspective view of a closure grating of the element according to the invention, -
Fig. 18A is a view of the grating fromFig. 18 from the opposite side, -
Fig. 19 is a perspective view of a closure plug for the modular element according to the invention, -
Fig. 20 is a top perspective view of an accessory for providing ground floor loose stone foundations, -
Fig. 21 is a top perspective view of a further accessory for providing ground floor loose stone foundations, -
Fig. 22 andFig. 22A are schematic perspective views of ground floor loose stone foundations being provided according to the invention, -
Fig. 23 is a perspective view of an accessory for the modular element according to the invention, -
Fig. 24 is a perspective view of a further embodiment of a ground floor -
Figs. 25 and 26 are a sectional perspective view of an accessory for the element of the invention, -
Fig. 27 is a perspective view of a further accessory according to the invention. - With initial reference to
Figs. 1-6 , the modular element according to the invention has a parallelepiped structure having a substantially "C-shaped" cross section. Theelement 1 is provided with a B-B longitudinal axis and an A-A cross axis, anupper wall 2, two longitudinal solid walls (or sides) 3 and 4 and twocross walls 5 and 6 which are usually open and define a connection between an empty space under themodular element 1 and the outside. As may be appreciated, theelement 1 is free of legs and uses thesidewalls element 1 has engaging means with other modular elements, being either identical or of the same type, which are arranged along thelongitudinal sides side 5 is provided withmeans 7 formed by a "U-shaped" edge with the concavity turned downwards; the side 6 is provided with a "U-shaped"edge 8 with the concavity turned upwards; theside 4 is provided with an edge in the shape of a projecting tongue with an edge having a "U" shape and the U concavity turned downwards; theside 3 is provided withmeans 10 in the shape of a tongue with an edge turned upwards. - It is understood, even from the observation of
Figs. 1-6 , that the shape of themeans 7 is complementary to the shape of themeans 8 and that the shape of themeans 9 is complementary to the shape of themeans 10. - The
element 1 is provided with a plurality of stiffeningribs 11 being arranged parallel to one another transversally to the device. These ribs have a trapezoidal section, along the device longitudinal axis, with thesmaller base 12 located at theupper wall 2 and thebigger base 13 located at thetongue upper side 2 in a series of raised stripes alternating to sags (corresponding to the surface of the side 2) with a width substantially equal to the one of theribs 11. - There is further provided a
further rib 14, which is arranged longitudinally with respect to theelement 1, on B-B median axis, and which has both the function of stiffening and a means for maintaining the optional iron rod grid forming the reinforcement for the concrete casting above theelements 1 slightly raised; if the grid is raised from theupper side 2, it will be better embedded into the concrete. -
Fig. 8 and Fig. 9 show another modular element according to the invention, being provided with a larger number of stiffening ribs, and i.e. withfurther ribs 11a extending from thesurface 2, between twoadjacent ribs 11. - According to a preferred embodiment, the
sidewalls predetermined break line 16 defining aportion 15 of the side which can be removed from the latter for providing at least one aperture. The object of this aperture is to house and end of a tube crop end being inserted into a corresponding aperture of anadjacent element 1 in order to allow the passage either of cables or ducts transversally to the element in-situ; on the other hand, the passage of the same cables or ducts being usually clear in the longitudinal direction because the modular elements are usually free of cross sides. Should theelement 1 be provided with cross sides, the latter would be provided withlines 16 andremovable portions 15 in the same way to what has been described above with reference to thelongitudinal sides - In the embodiments from
Figs. 1-6 and8-9 , theelement 1 is provided with support means on and engaging means of the building structure with which it has to cooperate consisting of alongitudinal wing 18 vertically extending downwards on each of thesides wing 18 is provided with a plurality ofslots 18a having the function of ensuring a cross ventilation in the case of wall insulation or floor ventilation, as well as a coupling means for the false ceiling elements (seeFig. 17 ). - According to the use, these means can be either different, such as for example the
feet 17 shown inFig. 7 , or can be formed only by the lower end of thesides -
Figs. 10 to 16 show the details of the ends of the mutual engaging means for the elements according to the invention. More particularly,Fig. 10 and Fig. 11 show the detail of the X-end of theedge 10 fromFig. 1 , seen from the top and the bottom. As may be seen, the ending portion of theedge 10 is provided with apart 19 with a thickness and a width being lower than the remainingedge 10. Aprojection 18 is present at the end lower side of thepart 19 for locking the X-end on the corresponding and complementary W-end (seeFig. 1 ). W-end fromFig. 12 comprises a depressed endingportion 20 having aprojection 21 at the upper side of the end with locking functions which cooperates with theprojection 18 of theportion 19 of the X-end. Both these ends are on theside 3 and belong to the edge, i.e. of the engagingmeans 10, for holding possible water leakages for the use of the ventilated roof. - On the opposite side,
side 4, the engagingmeans 9 have Y- and Z-ends which are illustrated inFigs. 14-16 . InFigs. 14 and 15 the Y-end comprising a raisedportion 21 relative to the remainingedge 9 is shown. Aprojection 22 is present at the end of theportion 21 with locking functions in the longitudinal direction which cooperates with a correspondingprojection 23 being provided at the Z-end on the side 9 (Fig. 16 ). When twomodular elements 1 are engaged with each other in the longitudinal direction, the X-and Y-ends of an element overlap at the W- and Z-ends, respectively, of an element already in-situ according to the diagram: - Z-Y on Z-Y on Z-Y
- W-X on W-X on W-X
- In the cross direction, the
means 9 overlap themeans 10 and therefore there will be the four ends overlapping one another in the following order (from the bottom): W-X-Z-Y. - Therefore, the four X-W-ends allow a locking both in the longitudinal and cross direction;
Fig. 13 schematically shows the locking in the cross direction of themeans - In
Figs. 1-4 , ahousing 24 for apivot 25 being provided (Fig. 23 ) with alower part 26 to be inserted into thehousing 24 and anupper part 27 which, after it has been inserted, protrudes from theelement 1 of a predetermined length in order to visually show the height of the concrete casting to be fed above the set ofelements 1 is also shown. In fact, thepivot 25 is selected among a plurality of pivots having a different length of theportion 27 as a function of the desired thickness for the concrete layer. -
Fig. 17 shows anelement 1 in-situ in a prestressed reinforcedconcrete joisted floor 40. As may be seen, in this case theedges joists 40, whereas the lowerupright wing 18 ensures that theelement 1 is not transversally moved. Either a metallic orplastic profile 41 to which alayer 42 of polyurethane foam or a similar insulating material and, at the lower side of the foam, a plaster-holding element such as for example a zinc plated and stretchedsheet 43, provided with a mesh being capable of holding a plaster layer indicated with the dashedline 44 is fastened, is fastened at the bottom of theelement 1. Theprofile 41 is fastened by means ofcoupling stirrups 41a engaging with theslots 18a of theelement 1. Theprofile 41 acts as a base onto which various types of false ceiling elements can be fastened. - The
elements 1 are longitudinally aligned and are engaged with one another at themeans Fig. 22 , relating to an embodiment of a ventilated ground floor loose stone foundation. - In this embodiment a series of
joists 50 support themodular elements 1, being aligned and linked in the same way to what has been described above, i.e. the X- and Y-ends of an element 1c overlap the W- and Z-ends of the element 1d and the X- and Y-ends of the element 1b overlap the W- and Z-ends of the element 1c and the X- and Y-ends of the element 1a overlap the W- and Z-ends of the element 1b in order to obtain the structure of modular elements in line and engaged with one another. As said, themodular elements 1 are laterally rested on thejoists 50. Thejoists 50 are, in turn, supported by a structure comprising a plurality of arches being connected to one another and consisting of abase 32, atube crop end 36 and a capital i.e. a "T-shaped"element 37, engaged with one another in the vertical direction, the T-shapedelements 37 being engaged with one another in the lateral direction. - The base 32 (
Fig. 20 ) comprises aflat support portion 33 from which two concentriccircular walls 34 and 34' defining anannular space 35 having the function of housing and holding an end of atube crop end 36 of suitable diameter and thickness vertically extend at the upper side thereof. At least twoportions 33a of a tubular shape extend from thebase 33 for housing "C-bar" ends or similarengaging means 33c, which have to fasten two (or more) bases 33 to one another, as shown in Fig. 28. The opposite end, being not engaged at 35, acts as a housing at the lower end of theleg 38 of the T-shapedelement 37 shown inFig. 21 . The "horizontal" part of the T shape is concave and is provided with mutual engaging means 39 and 48, so as to be capable of connecting various aligned T shapes to one another such as shown inFig. 22 . The means 39 and 48 are for example of a complementary "C" and "U" shape and are preferably provided with a pair of projectingteeth 48a which are to be inserted intocorresponding housings 39a on the side of themeans 39 of theadjacent element 37. - In the ground floor loose stone foundation from
Fig. 22 thebases 32 are rested on twoconcrete stripes 46 with a low cement batching (150-200 kg/mc) and a T shape end is rested, i.e. is fastened, to afoundation wall 45. Thejoists 50 transversally extend between the two lines of arches and themodular elements 1 are rested on the joists. A structure of a ventilated ground floor loose stone foundation which is very effective and economical to be embodied is thus obtained. - Alternatively, the desired ground floor loose stone foundation structure can be obtained by directly resting the modular elements on the "capitals" 37, as shown in
Fig. 24 , thus avoiding the use of reinforced concrete joists. In order to maintain all the ground floor loose stone foundation components connected to one another, the elements are laterally engaged with themeans sides 5 and 6 are closed and provided withhousings 51 into which the C-bar ends 52 (or of similar fastening elements) are inserted, which ensure a better seal along the longitudinal axis. -
Fig. 22A shows a more general view of the structure fromFig. 24 ; similar references are used for like elements inFigs. 22 ,24 and22A . - In both the embodiments shown, when the concrete casting is carried out, after the structure has been reinforced, the concrete will fill up the tube crop ends 36 and the T-shaped
capitals 37, in order to provide a structure extremely solid and suitable to the loads which it will have to support. -
Fig. 22 also shows the use of theelements 1 as insulating means for thefoundations 45. To this purpose theelements 1 are aligned and engaged with one another in a similar way to what has been described above, with the difference that in this case they are vertically aligned in seven lines 1e-1m; each line is engaged with the adjacent lines by overlapping themeans 9 above themeans 10 such as described above (Fig. 2 and Fig. 3 ). Thereby, a "bi-dimensional"structure 49 extending on thefoundation wall 45 for protecting and insulating the latter is obtained. The lower ends of theelements 1 are housed in theelements 28 provided with a grating 29 shown inFig. 18 , thus engaging thehousing 28a which has a shape corresponding to the profile of theelement 1 with which it has to cooperate. The grating 28 has anotherhousing 28c (being embodied by four pairs of tongues in the example) with a function which is similar to thehousing 28a on the opposite side of the same grating so as to be also capable of acting as a connecting element between twoelements 1 in an upright position; therefore, the appendixes 28b of the grating 28 can be used as wall anchor points of the insulating structure. The grating 28 is, in turn, mounted onconduits 47 for water outlet being optionally present betweenelements 1 andfoundation 45. An advantage of this ventilation system is that the inside of the building can be connected to the space betweenelements 1 and foundation wall, by making a hole in thewall 45; thereby, the inside is put in communication with the outside through the "duct" formed by the stacked elements 1 (the latter are in communication with the outside in the upper part thereof). - The
elements 1 being vertically stacked as above may be used as a protection either for release pipes or the like, within the building. - In order to obtain a continuity of the structure, angle sections being provided with engaging means for the
sides grooves structure 49 with modular elements being height and width linked can be advantageously used for providing ventilated roof floors. In this case the structure is situated on the floor and acts as a base for a concrete layer on which the tiles are rested. Theclosure element 28 shown inFig. 18 and provided with a grating 29 serving to close the access to the space betweenelements 1 and floor though maintaining the ventilation of the latter. On the other hand, theclosure element 30 such as shown inFig. 19 serves to close the ends of a line ofelements 1, for example the elements 1a-1d fromFig. 22 , and preventing that the concrete may penetrate into the non-closed ends. A series of break lines 31 allow to obtain, if desired, apertures either of a longer or shorter diameter according to the duct which optionally has to pass beneath the elements. In order to maintain the elements coupled with one another and with the wall there is provided the use of plates or stirrups (not shown) which can be fastened either to the foundation wall or the roof floor and which are provided with teeth or similar engaging means of modular elements; the plate or stirrup teeth, being usually four, engage theslots 18a located at the ends of the modular elements (shown inFigs. 1-6 ) in order to hold the angles of four adjacent modular elements on the wall. -
Figs. 25-27 show two accessories for the use with the elements according to the invention. - In
Fig. 25 and Fig. 26 ajunction element 54 is shown with an H-shaped section having the object to connect two pieces of element 1 (or 9) to each other when the latter has been cut for example longitudinally in order to be adapted either to the floor or ground floor loose stone foundation sizes.Tongues 55 having the function of engaging the edges of the two portions of modular element 1 (or 9) extend within the walls of thejunction element 54.Fig. 27 shows asupport 56 for the side of theelement 1 being provided at the end of the sequence of modular elements in-situ and not resting on a joist, the object of thesupport 26 being to compensate for the height difference and to hold theelement 1 horizontal. The grating 57 being provided in the lower side has the object to allow the cast concrete to reach the element lower side and thereby to be useful for allowing the plaster to be held more easily.
Claims (8)
- A modular element (1) for the use in buildings as a lightening, insulating or ventilation element, said element having a longitudinal axis (B-B) and a cross axis (A-A), a substantially C-shaped section with an upper wall (2) and two longitudinal solid sidewalls (3,4), means (7-10) for being engaged with other modular elements, said means being arranged at least along said longitudinal walls (3,4) and a plurality of ribs (11) located parallel to one another transversally to said element, characterized in that the element upper wall (2) is provided with an upright flat rib (14) extending along said longitudinal axis, said upright flat rib (14) connects said plurality of parallel, transversal ribs (11) and the upper edge of said upright flat rib extends above the upper wall (2) and the parallel, transversal ribs (11) of the element such that said upright flat rib (14) has both the function of stiffening and means for maintaining an optional iron rod grid forming the reinforcement for the concrete casting above the elements slightly raised.
- The modular element according to claim 1, wherein said engaging means with other modular elements are further transversally present on the two element ends.
- The element according to 1 or 2, wherein said ribs (11) have a trapezoidal section, along the device longitudinal axis (B-B), with the smaller base located at the upper wall (2) of said element.
- The element according to one of the preceding claims, characterized in that it is open on both cross sides.
- The element according to one of the preceding claims, wherein said sidewalls (3,4) are provided with at least one predetermined break line (16) for providing at least one aperture (15).
- A system for manufacturing ground floor loose stone foundations in buildings, comprising: a modular element (1) according to any preceding claims, a tube crop end (36), a support element on the ground having means for housing an end of said tube crop end, a T-shaped element (37) in which the leg lower end of said T shape can be housed in said tube crop end.
- Use of an element according to one of claims 1 to 6 for insulating foundations of building structures.
- The use of an element according to one of claims 1 to 6 for insulating and ventilating roofs of building structures.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT05425455T ATE541099T1 (en) | 2005-06-23 | 2005-06-23 | FILLING AND INSULATING ELEMENT AND CONSTRUCTION SYSTEM WITH SUCH AN ELEMENT |
EP05425455A EP1736607B1 (en) | 2005-06-23 | 2005-06-23 | Light and insulating device and system for buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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EP05425455A EP1736607B1 (en) | 2005-06-23 | 2005-06-23 | Light and insulating device and system for buildings |
Publications (2)
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EP1736607A1 EP1736607A1 (en) | 2006-12-27 |
EP1736607B1 true EP1736607B1 (en) | 2012-01-11 |
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EP05425455A Active EP1736607B1 (en) | 2005-06-23 | 2005-06-23 | Light and insulating device and system for buildings |
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EP (1) | EP1736607B1 (en) |
AT (1) | ATE541099T1 (en) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2916215B1 (en) * | 2007-05-14 | 2009-07-10 | Kp1 Soc Par Actions Simplifiee | INJECTED PLASTIC MATERIALS |
FR2919317B1 (en) * | 2007-07-26 | 2012-08-24 | Imerys Tc | LIGHTWEIGHT BETWEEN. |
ITPD20070347A1 (en) * | 2007-10-22 | 2009-04-23 | Geoplast Spa | REUSABLE MODULAR FORMWORK FOR THE CONSTRUCTION OF CURED FLOORS OF C. A. |
FR2931852B1 (en) * | 2008-05-30 | 2013-09-20 | Jacques Jean Favre | INTERMEDIATE FOR CONCRETE FLOORS IN EXTRUSION - MOLDED PLASTIC MATERIAL FOR OBTAINING PROFILES WITH FUNCTIONAL FORMS. |
FR2932503B1 (en) * | 2008-06-12 | 2012-01-20 | Jean Michel Carlier | LONGRINE OF FOUNDATION FOR A HOUSE WITH WOOD FRAME |
FR2944816B1 (en) * | 2009-04-28 | 2011-06-03 | Jean Louis Gaziello | INTERVOLDS FOR VARIABLE ENTRAX AND FORMWORK STRUCTURE |
GB2477161B (en) * | 2010-01-26 | 2014-04-02 | Piers St John Spencer Galliard Cave | Loft flooring system |
WO2012072671A1 (en) * | 2010-11-30 | 2012-06-07 | Maurice O'brien | A composite beam flooring system |
FR2996866B1 (en) * | 2012-10-12 | 2015-10-30 | Ligerienne Beton | BETWEEN YOU |
CN112282163A (en) * | 2019-07-25 | 2021-01-29 | 沈阳建筑大学 | Heat-preservation integrated composite floor slab and preparation method thereof |
FR3099503B1 (en) * | 2019-08-02 | 2023-01-06 | Lesage Dev | Method for installing formwork spacers for floor joists and corresponding formwork spacers |
IT201900021936A1 (en) * | 2019-11-22 | 2021-05-22 | Alberto Scotti | Disposable formwork and procedure for the formation of lightened reinforced concrete floors |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE646941C (en) * | 1937-06-24 | Albert Krattinger Dipl Ing | Process for the production of reinforced concrete rib ceilings | |
US3708929A (en) * | 1971-07-29 | 1973-01-09 | Packaging Corp America | Cast in situ deck construction and core unit for use therein |
BE850691A (en) * | 1977-01-24 | 1977-05-16 | Const Nmv S P R L Bureau Et Et | FLOOR SLABS OR HOURDIS |
NL7800316A (en) * | 1978-01-11 | 1979-07-13 | Nebi Schipholt Verkoopmaatscha | FILLING ELEMENT. |
FR2786514B1 (en) * | 1998-11-26 | 2001-01-19 | Saret France | THIN WALL INTERVIEWS |
IT248146Y1 (en) * | 1999-10-12 | 2002-12-10 | Daliform S R L | FORMWORK PERFECTED FOR THE CONSTRUCTION OF FLOORS, SLABS OR SIMILAR |
FR2830883A1 (en) * | 2001-10-11 | 2003-04-18 | Jean Pieere Duclos | Lost formwork is fixed by successive male-female fitting to enclose any type of carrying element |
DE10222227B4 (en) * | 2002-05-16 | 2006-07-06 | Bernhardt, Gerold | Concrete ceiling and use of the same for tempering buildings, as a floor slab, building ceiling or floor slab |
FR2858343B1 (en) * | 2003-07-31 | 2007-04-20 | Fimurex | EMBOITABLE MOLDING |
FR2858641B1 (en) * | 2003-08-04 | 2005-11-11 | Rector | METHOD OF MANUFACTURING INTERCALIARY ELEMENTS FOR FLOOR FLOORS, INTERCALAR ELEMENT AND FLOOR OBTAINED |
-
2005
- 2005-06-23 EP EP05425455A patent/EP1736607B1/en active Active
- 2005-06-23 AT AT05425455T patent/ATE541099T1/en active
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EP1736607A1 (en) | 2006-12-27 |
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