System for composing heavy structure houses to disassemble

Abstract

 Two-floor houses are foreseen consisting of more dwelling units in battery that can be disassembled, on beams on the ground in parallel, employing, for any one of them, a monolithic 3-dimension element in reinforced concrete, already equipped with mechanical, electrical, hydro-sanitary and heating plants, as well as with stairs for reaching the second floor and bath rooms on each floor, to which two-dimensional elements can be connected for the building completion.
The two-dimension elements are panels to be carried out by means of either normal or cellular concrete in metal casting resulting from the solidarization of metal profile (C65) on the two edges of rim, of walls, in electrically welded net. The system in comparison with the present procedures, which operate by assemblability of 3-dimension elements, enables considerable reduction of costs both of production and of management, reducing the encumbering volume in store and transport as well as the mounting and recovery times.

Description

[0001] The invention refers to a system for executing two-floor houses that can be disassembled, in heavy structure, consisting of several dwelling unities in battery disposition, which essentially employs, in composition, a 3-dimensional monolithic element in reinforced concrete, for any unity, and two-dimension elements can be connected with mechanical junction for the building completion.

[0002] In the emergency intervention, such as for instance a disastered zones, at presente pre-built houses are employed in either light or heavy struc tures. The former ones cause several inconveniences,like the poor acu- stic abatement, the necessity of periodical maintenance and restoration. of the parts. The second type of structures, i.e. the heavy ones, permit the satisfactory solution fo the dwelling problem, but they require high plant costs in connection with the store space necessary for the elements and relevant encumbering volumes during transport and setting to work. These inconveniences are due to the circumstances that the present disassemblable buildings of heavy type in either horizontal or vertical can position employ 3-dimension elements in reinforced concrete.

[0003] The invented system permits a reduction of the production costs by employing of a new conception system of composition on plantband, consisting of a system of parallels beam on the ground interesting the whole building, and at first the mounting in central position is foreseen, for each dwelling unit, of only one 3-dimension component for two floors in reinforced concrete, to which 2-dimension parts can be mechanically connected for the building completion. In this way, the system replaces the present methods employing several 3-dimension elements in composition, with another method which uses only one 3-dimension component with monolitic conformation with full construction height, which -operates as column support for the remaining 2-dimension completion parts of each dwelling unit and, therefore, of the whole building which as such are easily displaceable and can be positioned in a smaller space than the one required by the 3- dimension components of the present proceedings. The said 3- dimension assembly includes the mechanical, hydro-sanitary and heating plants for the whole dwelling unit and employs two W.C. roans, one for each floor, and the connection stairs. The base electrical plant is foreseen too, which can be connected with the remaining electrical components set in advance in the two-dimension elements. These ones are carried out fully complete and trimmed at the origin and do not require any completing intervention on the construction yard. The conducts of the electrical plant with the relevant cables are foreseen too, the painting and the lining parts of the ground floor. These two-dimension parts are panels that can be obtained by means of either normal or cellular concrete casting in metal boxes to carry out by solidarization, on the two rim borders of a perimetral metal profile (C65), of electrically welded net walls.

[0004] Execution forms are illustrated, for indicative purpose only and, as such, not limiting the system, in the drawings of Tables 1, 2, 3, 4, 5, 6 and 7. Table 1, Fig. 1 illustrates the dwelling unit in transversal section. The two structures mounted on beams on the floor can be noted in side viewn the two structures of the groung floor consisting of three 2- dimen sion elements, on the inside walls of which the three-dimension element is fitted: the other two-dimension ones have been connected to it for completion. Fig. 2 shows in particularof section the leaning condition of the panel of the face on the corresponing leaning structure which forms the ground floor. Fig. 3 is the perspective particular of the leaning con dition of one of the structure that forms the said floor on the beams fit ted on the ground. Fig. 4 of Table 2 is the plant of the ground-floor of the version here illustrated and which foresees four dwelling unities. On table 3, Fig. 5 is the plant of the first floor referred to the same version. From Fig. 4 and Fig. 5 the disposition of the connection staircase between the two floors and the two hygienic services for each dwelling unity and foreseen with different composition. In table 4; Fig. 6 is the front view of the construction showing the four windows of the first floor and the four entrances of the ground floor singularly serving the four dwelling units the building is consisting of. This prospect is repeated on the two prospect sides. On tables 5, Fig. 7 is the section of the mechanical connection (G); Fig. 8 is the section of the mechanical connection (F). Fig. 9 is the section of the connection (S). On table 6, Fig. 10 is the mechanical connection (H) section; Fig. 11 is the section of the (E) one, and Fig. 12 is the section of the mechanical connection (T). In table 7, Fig. 13 is the axonometric view of the initial condition of mounting of the four 3-dimension elements which can be partially observed on the beams in crossed disposition on the ground. The panels forming a pitch can be noted too, supported by the 3-dimension element and by the inside vertical panels.

[0005] For setting to work, the the trapezoidal section beams are laid in parallel on the ground and, orthogonally on them, the prestressed two-dimension elements (A) in reversible conformation determining the two floor structure of the ground floor. The flat parti lA with separation part 2a and leaning vertical ones 3a are foreseen on beams 1. The couple disposition for each dwelling unity of the floor structures allows the support on linear sides of imposition of the 3-dimension element and the formation of the intermediate separation conduct 2 in which the drains are positioned. The said linear walls 4a permit beside the central imposition of the 3-di mension element (B) with its base lb, also the outer positioning of the vertical elements forming the front walls. Longitudinally the space between the subsequent parts (B) is occupied by panel (C) consisting of plane lc with trap door 2c for the pant inspection. From the structural point of view, part (B) foresees walls 2b and 3b; wall 4b interesting but the first floor, wall 5b interesting but the ground floor and showing the pair of openings 6b and 7b; wall 8b foreseen in full height with opening 9b at the ground floor; opening 10b interesting the first floor only and wall llb present but in the ground floor. At the ground floor, wall 4b shows opening 12b as entrance to the staircase and opening 13b for determining the kitchen corner. Furthermore horizontal elements 14b are foreseen at the ground floor and 15b at the first one which act as floors. On the two longitudinal sides of part (B) and on structures (A) as well, panels (D) at plane ld are monted which are connected by means of devices (E) in vertical with devices (F) on one side and (G) on the other, whereas devices (H) are used for the connection above. On each panel (D), the floor panels (I) are monted and integrated through connection (H). The two said horizontal structures are connected to block (B) by means of devices (G). On panels (I) forming the floor of the first floor, vertical separation panels (M) are fitted connected to panel (D) through devices (H) and to part (B) by means of devices (F). The covering can be obtained with four panels (N) formed by planes In and strainghtening ribs 2n. Elements (N) are connected both with panels (M) and with block (B) by means of junction fo type (G). On one of the ends, a vertical panel (R) is positioned in full height connected with panels (D), (M), floor (N) and floor (C) of the first floor. Between the floors of the first floor, junction (S) is foreseen. Between block (B) and panel (C) of the first floor, junction (T) is positioned. Bush lt is integral with the rim of block (B). Angle metal bar 2t is integral with floor panel (C). Bolt 3t integrates panel (C) to block (B) by screwing bush lt. Device (H) foresees a wedge lh integral with a bush 2h in which threaded bar 3h is screwed with integral nut 4h. Wedge lh is engaged in a slot 5h present in projecting plate 6h of panel (D) . The wedge is blocked by screwing 4h. Junction (E) connects the vertical panels (D) to the elements (A) the ground floor in consisting of. It employs the box part le open on one side in which bolt 2e is fitted with anchor head by means of part 3e for thickening and which beats against rim profile of panel (D) by screwing bolt 4e. Connection (F) employs a pivot lf integral with block (B). Metal box 2f is integral with panel (D); the said box is inserted by contrast against lf and the metal rim of block (B). Connector (G) employs threaded bush lg which is integral with the metal rim of panel (D). In particular metal pipe 2g is integral with the vertical face panel (P). Bolt 3g assembles panel (D) to panel (P) by screwing. Connector (S) is foreseen with metal plate ls which is integral with floor panel (I). Metal plate 2a integrates two floor panels (I) fitted adjacent to each other by means of nut 3s screwed on bolt 4s integral with plate ls. Block (B) or another monolithic structure of different kind and shape can be employed more generically to consitute the structure with supporting column of prefabrication systems of different king and shape for mounting the dwelling unity, employing only three-dimension component on which two-dimension structures are to be mounted as canletion.

[0006] Practically, the shape of the 3-dimension supporting structure and the inclusion of the service canals as well as the services themselves can be carried out in different ways and replaced with another apt to perform the changing requirements of employ, similarly as the form and composition fo the completing two-dimension elements. The number of the dwelling unities composing the battery may change; the materials are subject to complete change;if desired, with others of known type.

Claims

1) System for composing heavy structure houses to disassemble, characteri zed by the fact that it permits reinforced concrete constructions having two floors consisting of dwelling unities in battery disposition resulting from the composition of only one 3-dimension element with two floors, having a central disposition with set of two-dimension elements to be connected by means of mechanical junctions of different kinds. This component determination employing only one 3-dimension component, in comparison with the present systemn permits a reduction in the store spaces and encumbering volume in transport. In addition, the employ of the 3-dimension two-floor element allows the starting imposition of a column support for each dwelling unity to which the remaining two-dimension structure are added. For mounting, an intervalled pair of structures forming the ground floor is laid orthogonally on a parallel system of beams lying at the same distance on the ground with trapezoidal setion, in longitudinal sense according to the dwelling unit; each structure results from the composition of three pre-compressed elements with reversible conformation which, in the interspace, determine a conduct for the drain ducts. On the inside imposition borders of the two ground floor structures, the two-floor 3-dimension element is positioned,while the two-dimension elements of the two- face walls are mounted on the outer border. For completion in succesion, the remaining two-dimension elements are j:hen positioned and assemblies are carried out by means of mechanical connections of differente kinds.

2) System for composing heavy structure houses to disassemble, according to the previous claim, characterized by the fact that the 3-dimension element is a two floor one with a view to enabling it to act as a column support of the connection two-dimension elements. The hydrosanitary and heating plants are included, as well as the base electrical plant which can be directly connected to the remaining conducts and components foreseen on the two-dimension elements. On each floor, two hygienic services and a staircase for the first floor are foreseen.

3) System for composing heavy structure houses to disassemble, according to the previous claims, characterized by the fact that the two-dimension parts are panels that can be obtained by means of either normal or cellular concrete casting in metal boxes to carry out by solidarization, on the two rim borders of a perimetral metal profile (C65), of electrically welded net walls.

4) System for composing heavy structure houses to disassemble, according to the previous claims, characterized by the fact that for setting to work, the trapezoidal section beams are laid in parallel on the ground and, orthogonally on them, the prestressed two-dimension elements (A) in reversible conformation determining the two floor structure of the ground floor. The flat part la with separation part 2a and leaning vertical ones 3a are foreseen on beams 1. The couple disposition for each dwelling unity of the floor structures allows the support on linear sides of imposition of the 3-dimension element and the formation of the intermediate separation conduct 2 in which the drains are positioned. The said linear walls 4a permit beside the central imposition of the 3-dimension element (B) with its base lb, also the outer positioning of the vertical elements forming the front walls. Longitudinally the space between the subsequent parts (B) is occupied by panel (C) consisting of plane lc with trap door 2c for the plant inspection. From the structural point of view, part (B) foresees walls 2b and 3b; wall 4b interesting but the first floor; wall 5b interesting but the ground floor and showing the pair of openings 6b and 7b; wall 8b foreseen in full height with opening 9b at the ground floor; opening 10b interesting the first floor only and wall llb present but in the ground floor. At the ground floor, wall 4b shows opening 12b as entrance to the staircase and opening 13b for determining the kitchen corner. Furthermore horizontal elements 14b are foreseen at the ground floor and 15b at the first one which act as floors.

5) System for canposign heavy structure houses to disassemble, according to the previous claims, characterized by the fact that on the two longitudinal sides of part (B) and on structures (A) as well, panels (D) at plane ld are mounted which are connected by means of devices (E) in vertical with devices (F) on one side and (G) on the other, whereas devices (H) are used for the connection above. On each panel (D), the floor panels (I) are mounted and integrated through connection (H). The two said horizontal structures are connected to block (B) by means of devices (G). On panels (I) forming the floor of the first floor, vertical separation panels (M) are fitted connected to panel (D) through devices (H) and to part (B) by means fo devices (F). The covering can be obtained with four panels (N) formed by planes In and straightening ribs 2n. Elements (N) are connected both with panels (M) and with block (B) by means of jun ctions of type (G). On one of the ends, a vertical panel (R) is positioned in full height connected with panels (D), (M), floor (N). a,d floor (C) of the first floor. Between the floors of the first floor, junction (S) is foreseen. Between block (B) and panel (C) of the first floor, junction (T) is positioned.

6) System for composing heavy structure houses to disassemble, according to the previous claims, characterized by the fact that bush lt is integral with the rim of block (B). Angle metal bar 2t is integral with floor panel (C). Bolt 3t integrates panel (C) to block (B) by screwing bush lt.

7) System for composing heavy structure houses to disassemble, according to the previous claims, characterized by the fact that device (H) foresees a wedge lh integral with a bush 2h in which threaded bar 3h is screwed with integral nut 4h. Wedge lh is engaged in a slot 5h present in projecting plate 6h of panel (D). The wedge is blocked by screwing 4h.

8) System for composing heavy structure houses to disassemble, according to the previous claims, characterized by the fact that junction (E) connects the vertical panels (D) to the elements (A) the ground floor is consisting of. It employs the box part le open on one side in which bolt 2e is fitted with anchor head by means of part 3e for thickening and which beats against rim profile of panel (D) by screwing bolt 4e.

9) System for composing heavy structure houses to disassemble, according to the previous claims, characterized by the fact that connection (F) employs a pivot If integral with block (B). Metal box 2f is integral with panel (D); the said box is inserted by contrast against If and the metal rim of block (B).

10) System for composing heavy structure houses to disassemble, according to the previous claims, characterized by the fact that connector (G) employs threaded bush lg which is integral with the metal rim of panel (D). In particular metal pipe 2g is integral with the vertical face panel (P). Bolt 3g assembles panel (D) to panel (P) by screwing.

ll) System for composing heavy structure houses to disassemble, according to the previous claims, characterized by the fact that connector (S) is foreseen with metal plate ls which is integral with floor panel (I). Metal plate 2s integrates two floor panels (I) fitted adjacent to each other by means of nut 3s screwed on bolt 4s integral with plate ls.

12) System for composing heavy structure houses to disassemble, according to the previous claims, characterized by the fact that block (B) or another monolithic structure of different kind and shape can be employed more generically to constitute the structure with supporting column of prefabrication systems of different kind and shape for mounting the dwelling unity, employing only one three-dimension component on which two-dimension structures are to be mounted as completion.

Drawing