(19)
(11) EP 2 166 167 A2

(12) EUROPEAN PATENT APPLICATION

(43) Date of publication:
24.03.2010 Bulletin 2010/12

(21) Application number: 09386024.5

(22) Date of filing: 17.09.2009
(51) International Patent Classification (IPC): 
E04B 2/08(2006.01)
E04C 2/40(2006.01)
(84) Designated Contracting States:
AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR
Designated Extension States:
AL BA RS

(30) Priority: 17.09.2008 GR 20080100595

(71) Applicant: Fountoulis, Periklis
142 33 N. Ionia Attikis (GR)

(72) Inventor:
  • Fountoulis, Periklis
    142 33 N. Ionia Attikis (GR)

   


(54) Masonry system with prefabricated self-secured structural components


(57) The present invention makes reference to a dry construction system of walls with prefabricated self-secured (buckled) structural components (3), which has the feature that a wall is supported with the use of jigs (1, 2) that are screwed on its extreme support surfaces, the floor, props, roof, of a building, on which, sizeable structural components of rectangular cross-section are self-secured (buckled) (3), that have the feature of possessing a cover circumferentially, from metallic or synthetic material, (6) shaped so that they self-secure (buckle) at the jigs and between them, have an internal structure of light-weight concrete or other aggregates (5) and on the exterior surface has an insulation (4), with flanges (13) for the incrustation of the structural components' connecting joints, on which the final parget has been overlaid (14), while the wall's internal surface is realized by support against the frame, which is a result of the circumferential covers of the structural components, floating screed, wood or various other surfaces.




Description


[0001] The invention makes reference to a construction system of walls with prefabricated structural components that self-secure (buckles) to one another. Up to today the references are made generally to two masonry systems:
  1. 1. Humid structure
  2. 2. Dry structure.


[0002] In the first system, the structural elements used are stones, bricks, clay-bricks, with synthetic material in between, humid mortar of cement, lime and sand.

[0003] In the second system, the structural elements used are leveled slates of wood, floating screed, metallic panels with polyurethane or polyster as internal insulation that are screwed to a metallic or wooden frame that is manufactured for this aim. In the interior masonry, so much in the humid as in the dry structure, the insulation that is used is either polyster rockwool or polyurethane.

[0004] For the construction of a wall with the above methods, several working phases are required with an important cost of materials and hours of work.

[0005] The present invention belongs to the dry structure and its aim is to decrease the working phases and the construction time of a wall, and consequently the cost, as the construction of the frame and the external surface of the wall which is built, will not be required, the insulation and the final parget are already embodied, and the wall is ready to be painted.

[0006] The masonry system with prefabricated self-secured (buckled) structural elements according to the present invention, has the feature that a wall is built with the use of jigs that are screwed on its extreme support surfaces, the floor, props, roof of a building, on which, sizeable structural components of rectangular cross-section are self-secured (buckled), that have the feature of possessing a cover circumferentially, from metallic or synthetic material, shaped so that they self-secure (buckle) at the jigs and between them, have an internal structure of light-weight concrete or other aggregates, and on the exterior surface have an insulation of high density polyster, fastened on the internal structure, with flanges for the incrustation of the structural components' connecting joints, on which the final parget has been overlaid, while the wall's internal surface is realized by support against the frame, which is a result of the circumferential covers of the structural components, floating screed, wood or various other surfaces.

[0007] The advantages that result of this invention are mostly that the construction of a frame is not required, nor is the use of adhesive materials for the connection of structural components. In addition, the structural components of the present invention can be manufactured in large dimensions, because their materials have a small special weight and consequently a large cover surface with very good thermo insular features. The frame that results from the connection of the circumferential covers to the structural components is capable to accept important loads, even seismic loads. The time and the cost of the manufacture of the wall with the present invention are minimized.

[0008] The present invention is easily comprehensible with the description that follows with report to the attached drawings where:

Figure 1 shows the isometric design of a wall part manufactured according to the present invention.

Figure 2 shows the isometric design of a structural component manufactured according to the present invention.

Figure 3 shows a form of circumferential cover of the structural component of the present invention.

Figure 4 shows in detail a form of the self-securing of the structural components to each other.

Figure 5 shows the wall of figure 1 in isometric design from the interior.

Figure 6 shows the cross-section of the jigs 1 and 2 in detail.



[0009] In figure 1 the jigs 1 and 2 are screwed on to the props and to the floor respectively, via the holes 11 (figures 5 and 6) and onto them the structural components 3 are self-secured (buckled), which are able to be manufactured, in dimension with regard to their length, at the entire cost and in its half. The self-securing of the structural components to the jigs 1 and 2 are ensured by the alcoves that appear in figures 3 and 5 that with a simple pressure of the structural components makes contact with the extrusions 7 of the jigs 1 and 2 that appear in figure 6.

[0010] In the same way, the structural components self-secure (buckle) to each other via the surfaces 7 and 9 that appear in figures 2, 3 and 4. The configuration 10 in figure 4 corresponds with the configuration 12, strengthening at the width the relative movement of the structural components.

[0011] In figure 2 appears a structural component according to the present invention, that is constituted by a circumferential cover 6, with the configurations 7, 9, 10, 11 and 12, the external insulation 4 with the parget 14 and the internal structure of light-weight concrete or other aggregates or synthetic materials 5.

[0012] In figure 3 appears a construction of a circumferential sheath, where the component 8 constitutes as the reinforcement to the structural component in a vertical direction.

[0013] In figure 4 appear in detail the collaborating surfaces of the two structural components 7 and 9, 10 and 12 at their self-securing phase, as well as the flange 13 that have the external insulation for the incrustation of the structural components' connecting joints.

[0014] In figure 5 appears the frame that is created by the circumferential covers of the structural components 3 and the jigs 1 and 2 with the fixing holes 11.

[0015] In figure 6 appears the cross-section of the jigs 1 and 2 of the figures 1 and 5 in detail, where extrusions 7 self-secure (buckle) the structural components 3 of the figures 1, 2 and 5 via the surfaces 9 of figures 2, 3 and 4.


Claims

1. A masonry system with prefabricated self-secured (buckled) structural components (3), that has the feature that a wall is built with the use of jigs (1, 2) that can be screwed on its extreme support surfaces, floor, props, roof, of a building, on which, sizeable structural components of rectangular cross-section are self-secured (buckled) (3), that have the feature of possessing circumferentially, a cover, from metallic or synthetic material (6) shaped so that they self-secure (buckle) at the jigs (1, 2) and between them, by connecting the alcoves (9) with the ledges (7), have an internal structure of light-weight concrete or other aggregates (5) and on the exterior surface have an insulation (4) with flanges (13) and with a parget (14).
 
2. A masonry system with prefabricated self-secured (buckled) structural components (3), according to claim 1, that is constituted by prefabricated self-secured structural components (3), that have circumferential covers (6), of either metallic or synthetic material, with such a configuration that they self- secure (buckle) to each other, connecting the alcoves (9) with the ledges (7)
 
3. A masonry system with prefabricated self-secured (buckled) structural components (3), according to the claim 1 that have an internal structure of light-weight concrete or other aggregates or synthetic materials (5).
 
4. A masonry system with prefabricated self-secured (buckled) structural components (3), according to the claim 1, that have incorporated in their internal surface the insulation (4) with flanges (13) for the incrustation of the connection joints of the structural components.
 
5. A masonry system with prefabricated self-secured (buckled) structural components (3), according to the claim 1, that in its interior insular surface have parget (14).
 




Drawing