ITAQ20110009A1 - SALVAVITA CONSTRUCTION BED (ANTI-SEISMIC, ANTIMACERIE, ANTI-CRUSHING AND ANTISPROFONDAMENTO) - Google Patents

Description

DESCRIPTION of the invention having as TITLE:

"Life-saving construction bed (anti-seismic, anti-death, anti-crushing and anti-sinkingâ €,

The earthquake, like that of Lâ € ™ Aquila of the year 2009, produced at night and in 23 seconds: collapses of rubble, chalking of plaster, crushing of floors and sinking of the beds on the floor / s below, etc., this following the poor resistance to the earthquake of both the old buildings and the recent ones in reinforced concrete, with victims and wounded. Currently, there is no protection on the market that can protect the life of the occupants of a bed during sleep in the event of an earthquake and that also allows them to wait for help within it for days. This protection should be carried out by the houses, which however are not always anti-seismic.

This problem is solved by the present Invention: Lifesaving Construction Bed.

In fact, it will be characterized by the fact of protecting the life of the occupants of a bed during sleep, in the event of an earthquake, also allowing them if they are unable to get out of it after the earthquake through special windows / escape doors, (since surrounded by boulders, rubble, pieces of beams / pillars, chalking of plaster or sunk to levels below) to be able to wait for help (inside) for several days, with supplies of water, food and communication equipment and battery lighting, (Tav. 3 - Fig. 21), (Tav. 7 - Fig. 44, 45), (Tav. 8 - Fig. 46/55), (Tav. 9 - Fig. 56, 57) .

To this end, the Life-saving Construction Bed will be built around the entire bed (both above the bed, both in all vertical sides of the bed and under the bed), it will be impenetrable by the aforementioned collapses, chalking, crushing and sinking and will have, characteristics resulting from the following description and drawings, for non-limiting purposes. Therefore, the Life-saving Construction Bed will be made entirely of steel or similar (Galvanized, Inox, Hardox, etc.), with an Assembly System (for transport by hand, in the customer's room) and as per Seismic Regulations. For simplicity: the Tables, in Scale 1: 50, of the drawings: Tav. 1, Tav. 2 and Tav. 3 (placed one above the other) show all the components of the Life-saving Construction Bed in the Plans and TRANSVERSAL Sections. both with three main beams (a) and three transverse pillars (e) (Plate 2-Fig. 12, 14, 16), and with four main beams (a) and four transverse pillars (e) (Plate 2-Fig . 13, 15, 17), also Tables 3, Tables 4 and 5 (placed one above the other) similarly report LONGITUDINAL Sections and Plans, but always with four longitudinal pillars, both with three transverse pillars (Plate 5 - Fig. 28, 30, 32), and with four transverse pillars (Plate 5- Fig. 29, 31,33). and also. Tab. 7, Tab. 8 and Tab. 9 (in succession) show the Assembly of all the components of the Life-saving Construction Bed, with the Cross Sections BB 'always drawn close to the Longitudinal Sections AA \ For simplicity, starting from (Tab. 7- Fig. 40, 41) and for all Tables / Fig. to follow, the same cover with packet sheets and the same other reverse packet sheets, placed under the bed, are always shown. As aforementioned, this Life-saving Construction Bed, steel suit, will be formed and articulated as follows: - from flat sheet metal sheets or similar, Hardox type (medium / high thickness), for the support base of the Life-saving Construction Bed (Table 3- Fig. 19 / 21- lett. Q), which will all be placed on the floor to distribute the loads on it and to withstand the impact from sinking, provided with holes (made in the workshop), (Table 3-Fig. 19 / 21-letter k).

- from sheet / s of neoprene, pvc, or similar, any (small thickness), placed under the sheet metal sheets and on the floor, even pre-drilled, to lay the sheet evenly on the floor (Tav, 3 -Fig. 18-iett, p);

- by plates or similar (medium thickness), placed above the aforementioned sheets of sheet metal and under all the pillars and small pillars (Table 3- Fig. 20, 21-let. h), this to distribute all the loads coming from the pillars and from the small pillars on the aforementioned sheet metal sheets and to connect all sheet metal sheets to the Life-saving Construction Bed. These plates, eventually, will be pre-welded in the workshop to the foot of the pillars and small pillars, stiffened with special reinforcement ribs (Table 2- Fig. 14, 15- lett. I) and similarly pre-drilled (Table 3-Fig. 20 , 21-letter k).

- by pillars (e) and small pillars (F or similar, placed on all sides of the bed, preferably of type HE (A-B-M) or square / rectangular box-shaped or similar (Table 2 - Fig. 14, 15-let. e , f), (Tab, 3 - Fig. 20, 21- lett. e). These (many) pillars and small pillars will be inserted to distribute the loads on the plates, sheets of metal sheet and on the floor as much as possible and to make work all the sheets on nearby supports, in order to increase their bearing capacity.

- by anchoring bolts / dowels or similar, if any, placed in all the aforementioned holes of the neoprene sheet, of the sheet metal sheets and of the plates, to anchor them all between them and / or to the floor, with small holes in the floor (Table 2- Fig. 14-letter m). The log bolts can also be all pre-welded in the workshop on the sheet metal, thus avoiding all the excavations / holes (Table 2-Fig. 15-lett. N), or inserted into the corner pillars only, taking the remaining ones on the Sheets of Lamiera. - from trellis / s of horizontal or similar beams: a trellis of upper trusses with three main beams (Tav.

2-Fig. 12-lett. a) or with four main beams (Tab. 2 -Fig. 13-lett. a), and an identical lower one, with three main beams (Tab. 2-Fig. 16) or with four main beams (Tab. 2-Fig. 17), preferably of the HE type (A-B-M). These two truss gratings will be made to connect, in their respective planes, all the beams between them, main (a), secondary (b) and connecting (c) and, moreover, by bracing all the vertical pillars. This also with tie rods (d), of the angular profile or steel bar / cable type (Table 2-Fig. 12, 13, 16, 17-lett. D). The lower trellis will be placed under the bed and the upper one will be placed under the different types of cover. For greater resistance, it is also possible to insert other stiffening profiles (g) (Table 2 - Fig. 14 - lett. G). The upper trellis may have a polystyrene-type false ceiling, for covering beams (Plate 7-Fig. 40-lett, Câ € ™).

- by trusses and trusses or similar, for roofing, which will be of the triangular reticular truss type with two pitches, with a structure formed by an internal vertical upright P and by oblique diagonals Q (Table 1 -Fig. 4 -lett. R), or of the English truss type consisting of several uprights (P) and several diagonals (Q), (Tav. 1- Fig. 6- lett. T) and (Tav. 1 -Figure 9-lett. V), 0 of the beam type flat (Tab. 1-Fig.8-lett. U), placed on the lattice of upper trusses and of type HE or similar. Above the trusses, other profiles (U) and sheets (L) of different heights will be placed in relation to the stratigraphy of the roof used (Table 1-Fig. 9/1 1), to stabilize laterally / vertically the sheets placed in a package. Arched trusses will also be used (Tav.1-Fig. 2,5,7, 10-lett. W, X, Y) and circular sheets (Tav. L-Fig.2-lett Z). These gable and arched covers will be used to download the Lifesaving Construction Bed from! weight of the rubble (since after the impact on the roof, they will slide and distribute themselves on the floor) and, moreover, they will also be used because in the event of its total covering, they will contribute by their shape to the creation of an arch effect (of type motorway tunnel), which will form in the rubble present around you and consequently such rubble will be able to support all the others above it, which therefore will not weigh on it. For low room ceilings, the flat roof with (U) type profiles will also be used (Tav. 1-Fig. 3, 8, 1 1). These trusses / beams may have a shelter (S), (Tav.l-Fig. 9/1 1 -lett. S) to protect doors / windows.

- from horizontal or similar profiles, for covering and transversal connection of the trusses, placed above the upper trellis and at the vertex height (Table 4 -Fig. 26-lett. x) of type HE or similar, in these inclined pitches obtained in this way, angular or steel bar / cable bracing will also be inserted for reinforcement (Table 4-Fig. 26-lett. d).

- by purlins or similar, if any, for covering and to distribute the loads acting on all the trusses, placed on the trusses and perpendicular to them (Table 1 -Fig, 1-lett, H), type HE or similar, also connected between them by means of other profiles (type HE, IPE or similar) for cross-section / anti-twisting (Table 1-Fig. 1-lett. G).

- by rafters or similar, if any, for covering and to distribute the loads acting on all the purlins, placed above the purlins and perpendicular to them, of the small profile type with solid / hollow section, (Table 1 -Fig. 1-lett . F).

- any spacers or the like, for covering and similar to rafters, placed in a package to distribute the loads, which will also be of the type of electro-welded mesh with medium / large thickness (Table 1- Fig. 1, 3, - lett. B). - from sheet metal or similar, for covering and of wear and shockproof type (flat, corrugated, corrugated, etc.), placed alone (Tab. 1- Fig. 1-letter 1), or packaged with stratigraphy type (Tab . 1-Figure 1-lett. A / H) obtained with combinations of purlins, rafters, sheets, spacers (Tav. 1-Fig. 1, 2, 3,1 1) and (Tav. 4-Fig. 22,23 , 24,25,27). For stratigraphy reinforcement, the corrugated sheet (C), equal to (E), will be inserted overlapping and with the opposite direction to form a circle or crossed in its plane, it will be a three-wave band (road barrier type) and will be placed with a € ™ wave superimposed on the adjacent band (Table 1-Figure 1), similarly for the corrugated sheet (D).

This is reported in (Table 4-Fig. 22), where the square section pillars (y) are also shown, representing the Horizontal Projection of the sloping roof, both with the support plate (I) placed alone (in small parts, heavy) on the trusses of one pitch, which with the sheets placed in a package (A), (E-D), (C), (A) on the other pitch, with the three-wave band-like sheet positioned with a superimposed wave (j), all this is also reported in transverse / longitudinal section, with different coverings and with room ceiling (a) in (Plate 7-Fig. 38,39, 40,41). The flat support sheets (with high and heavy thickness) placed alone on the trusses, on the trellis or on the floor, will be pre-drilled in the workshop, made in parts / pieces for their transport / assembly and anchored with bolts / nuts, screws, etc. (Table 4 -Fig. 22 -lett. I, k), while the above-mentioned packaged sheets (with medium thickness, less heavy) will be assembled in a band (whole / pieces) and anchored equally (Table 4 -Fig. 22 - letter A E D C A). These sheets will all be characterized by high hardness, strength and resistance to shocks and compressions.

Furthermore, these sheets will all be placed on close supports (trusses, purlins, rafters, etc.) specially designed to allow the roof to have a high bearing capacity, equal to several tons / sqm.

- from a rockfall / anti-rubble net or similar, any, even of the pre-tensioned type, which in the flat roof will be inserted above the stratigraphy of the sheets and anchored to the appropriate support beam (U), this to make it work with a resistance mechanism of € ™ together, both the net (which stretches with the weight of the debris that has fallen on it) and the underlying sheets in a package (which resist while deforming), (Table 1 - Fig. 3, S, 1 1- lett . N, U). In inclined or circular roofs, the rockfall net (N) will be inserted similarly, or anchored to the truss under the sheet stratigraphy with reverse assembly mechanism (Table 1 -Fig. 4, 5) (Table 4- Fig. 26), The rockfall net, of different types with high resistance (with large and small meshes), will be placed for greater safety.

- from sheets, designed to form a dry or similar inverted floor slab, made with additional sheets (the same as above, on the roof) that will be mounted with reverse stratigraphy and with another rockfall net (same as the aforementioned, on the roof) anchored to the plates or to the pillars, all placed under the lattice of lower beams and above the said Sheets of Sheet metal (Plate 3 - Fig. 18), (Plate 6 -Fig. 34), (Plate 7 -Fig. 40, 41- letters A, D, C, A, N). This is to create, as a whole (lower trellis, packet metal sheets, rockfall net and sheet metal sheets) a Reverse Attic placed under the bed, to protect the occupants of the bed in case of sinking.

- a metal mesh for bed support or the like, of an orthopedic or similar type, without support feet, which will be placed over the lower truss grid (with bolts / nuts, screws, hooks or the like), (Table 7- Fig . 44, 45 - letter e).

- from a mattress or the like, (f), orthopedic type, in latex or the like, placed on said Net (Table 7-Fig. 44, 45-lett. fi.

- from a small dry-type floor or similar, build it with flat support sheet, placed on the upper truss lattice, for further reinforcement and protection (Tav. 6-Fig. 35-lett. Aâ € ™) and (Tav. 7 -Fig. 42, 43-lett. Aâ € ™).

- from windows / vertical doors or similar, for entry / exit / service / escape from the Lifesaving Construction Bed, which will be placed on all sides of the bed and obtained in the spaces between the pillars and the two trusses of the lower and upper beams (Tav . 7-Fig. 42, 43, 44, 45-lett.b, c), Fig. 44, 45 also shows the dimensions of the mattress (/), of the bed base (e) and of a man (g ) lying in bed (with a height of 1.80 m).

In (Tab. 8- Fig. 46, 47) the elevations of the closed windows are shown, equipped with a possible double opening (m) open, placed in the sash and with hinged / flap opening or similar, for another escape route placed higher up (in case the windows / doors were jammed by rubble) and the vertical sheets to close the elevations (lett. L, /), In (Tav. 8-Fig. 48, 49) all the windows / doors open, for cleaning and making the bed. The windows / doors, both open and closed (internal / external), are shown in (Table 8- Figures 50, 51, 54, 55). These windows / doors, which must be very resistant to the aforementioned collapses / impacts and horizontal pressures, will be made with their own sheets of suitable thickness and will serve as Vertical Support Walls. To this end, external windows / doors (b) will be used, consisting of shutters all in steel, with doors with fixed slats (semitransparent to the light) or with adjustable slats (transparent, semitransparent and opaque to the light) with lever for adjusting the opening / closing slats, preferably by mechanical control, and, moreover, internal windowings / doors (c) equipped with steel grating, of different types, will be used.

These windows / doors (also arch type) will also be used for the structural connection of the two gratings. Therefore, the pillars, the gratings, the window frames / doors, the uprights of the doors, the staves, etc., will be as solid as possible with each other, with lateral flexible couplings, hoop frames, joints, shims, poles , screws etc. Additional vertical reinforcement rods can be inserted behind the semi-transparent fixed slats (Table 8 - Fig. 52- lett. Pâ € ™) and other horizontal reinforcement rods can also be inserted inside the external slats. To this end, moreover, between the gratings will also be placed vertical braces solidarized with the internal doors (c), which therefore will all have a steel bar grate or similar (medium / high thickness), which may be of the type ( p) standard with grating or similar (Tab. 8-Fig. 50), or of type (q) reinforced with the insertion of another same but rotated or similar grating (Tab. 8-Fig. 50), or of type (r) more reinforced with the insertion of rockfall protection net or semi-transparent perforated steel sheet or similar (medium or high thickness), anchored to the bars / uprights of the internal door to close the grating spacings in transparency (Tav . 8-Fig. 50). This is to create another Vertical Support Wall, of the closed type, in the internal doors of the windows / doors. In the wide sashes of the windows (both external and internal), horizontal, vertical and corresponding (internal and external sash) can also be inserted for reinforcement (Tav. 8-Fig. 47, 53-lett. N). special steel shims (s) fixed to the internal sash which, moreover, will be inserted between the frame of the external window and the frame of the internal window, if different (Table 8 - Fig. 52, 53- let. s, Sec. DD â € ™). Furthermore, between the internal grating (w) and the center line of the external slats, another grating (/) (connected and orthogonal to the internal grating) or another similar thickness can also be inserted (Plate 8 - Fig. 52, 53 - letter f).

All this is to limit the deflection arrow towards the inside of the section bar and the staves and to solidify the internal and external doors as much as possible, which will therefore resist the aforementioned collapses with a mechanism of togetherness. On the market, there are frames made of steel called Combined Persian-Grate (with a single frame or two frames) suitable for the aforementioned purposes and which can therefore be used, with the aforementioned reinforcements and solidarizations. This frame, in fact, is made by means of an external shutter with doors with adjustable or fixed slats that are semitransparent to the light and by means of an internal shutter with doors equipped with grates (Tav. 7-Fig. 42/45), (Tav. 8, 9 - Fig. . 46/57). Table 8 - Fig. 55, shows the size of a man standing (g) entering / exiting the Life-saving Construction Bed. Preferably, this Combination must have a Class 4 (or Class 5) Burglar-Resistant Security Grade. These frames / doors can be protected by a shelter and reinforcement profiles (Table 9- Fig. 56- lett. S, v). In the Life-saving Construction Bed, the opening and closing systems of the doors must be avoided, if not suitably certified, made with rolling / sliding of small wheels on rails / grooves or the like, since these systems, due to their poor resistance to lateral impacts, would weaken them. locally and significantly the Resistance. Furthermore, if no other mechanical command is present, all the electric opening and closing automatisms of the leaves must also be avoided, since in the event of an earthquake they would not open. - by one / two small windows or similar, for inspection, any, made only with external doors with fixed slats, placed in the tympanum of the truss on the footboard of the bed, compatibly with the dimensions of the truss profiles (Tab.

8- Fig. 46-letter h), this also for access to the aforementioned dry floor, placed on the upper truss lattice, on which it will be possible to insert Deposits of: food, water, etc. (Plate 6-Fig. 35-iett. Aâ € ™), (Plate 7-Fig. 42-lett. Aâ € ™). It will also be possible to access this deposit from the interior of the Life-saving Construction Bed, with a special hatch. - from Construction Variants to Portals / Frames or similar, made in parts / pieces, both circular (Table 9-Fig. 58-lett./), and inclined like the aforementioned trusses and flat, made in the workshop, for welding of the nodes (dashed) and irrigations (w), (Tav. 9-Figures 59, 60), provided or not with upper truss lattice (Fig. 59- Sect.Eâ € ™ Eâ €).

On the Portals / Frames, hooking slots (y) will be inserted, for the transport of the Lifesaving Construction Bed, made entirely in the workshop, even on the floors of houses still under construction, similarly for the trusses.

- a variant for reinforcement or similar, made with the insertion of flanges (x) and other tie rods (u), between the lower truss lattice, the upper truss lattice and the pillars (Plate 9-Fig. 61, 62), of angular type, bars or similar and placed on the inner side (A) of all the doors with grating (c), all this with pillars and beams specially increased towards the outside (j) (Plate 9 - Fig. 63- lett. A, /, c), and with consequent modifications of the windows / entrance / exit / service / escape doors, both the two transverse (v) and the longitudinal one (z) in the case of three transverse pillars (Plate 9-Fig. 61, 62), and in the case of four transverse pillars (Plate 9-Fig. 64, 65-lett.v).

- the Lifesaving Construction Bed and Variants, will also be used to improve all the Systems / Bed, of the type canopy bed, container bed, etc., both in partial integration and in total replacement.

- the Lifesaving Construction Bed will also be a single bed, halving the cross section approximately.

- the Salvavita Construction Bed can also be customized both in size and with external / internal coverings (with colored steel sheets such as wood, gold, stainless steel, etc., with Dibond, with padding, with fabrics, etc. (Table 9 -Fig. 56, 57), in order to insert it in the furnishings of: houses, buildings, hotels, campuses, hospitals, etc.

- the Life-saving Construction Bed can also be equipped with an Airbag (front, side, etc.) as per related automotive technology, in order to increase Occupant Protection.

- other deposits (fixed / mobile. placed near the intrados of the upper Graticcio (Table 7- Fig. 42, 43-lett. d), similar to those above, placed on the floor dry.

- in the Life-saving Construction Bed, the use of glass and derivatives must be avoided, since their own fragility is not compatible with the Earthquake and with the aforementioned collapses / impacts in mass, subject to suitable Tests and Certifications.

- the Life-saving Construction Bed <p> will be made only exceptionally in other materials: aluminum, iron wood, composites, etc., and only following the release of the Certificate of Technical Suitability for Use by the Central Technical Service or similar. due to their minimum mechanical performance and their greater deformability.

- Without prejudice to the purpose of the Life-saving Bed Structure, the forms of implementation and details of construction may be varied with respect to what has been described and illustrated purely by way of non-limiting example.

Claims (1)

CLAIMS 1) â € œBed Construction Lifesaving (Anti-seismic, Antimacerie, Anti-crushing and Anti-sinking) â €, comprising sheet / s of flat sheet metal (Fig. 19 - lett. Q) and (Fig. 18 - lett. I), sheets / i of neoprene (Fig. 18 - lett. p), of the plates for pillars (Fig. 14 - lett. h), of the pillars (Fig. 14 - lett. e, f), of the log bolts (Fig. 14 - lett. m), of the trusses of upper and lower horizontal beams (Fig. 12, 16 - letters a, b, c, d), of the trusses and trusses (Fig. 4 - let. R), of the horizontal profiles (Fig. 26 - lett. x), purlins (Fig. 1- let. H), rafters (Fig. 1 - lett. F), spacers (Fig. 1 - lett. B), roofing sheets (Fig. 1 - let. A, C, D, E, L, M, I), of the rockfall / anti-slaughter nets (Fig. 4 - let. N), of the sheets created to form an inverted dry floor (Fig. 18 - let A , D, E, C, 1), a metal mesh for bed support (Fig. 44 - let. E), a mattress (Fig. 44 - let. 0, a small dry type floor (Fig. 42 - lett. Aâ € ™), windows / vertical doors of the combined shutter-plowed type (Fig. 42 - lett. B, c), one / two small windows (Fig. 46 - let. H), a Variant of construction with portals / frames (Fig. 59 - let.w, y,) and a variant for reinforcement (Fig. 61 - let. a, x), characterized by the fact that the aforementioned elements forming the Construction are all made of steel with the exception of the sheet / the neoprene, are all connected to each other with bolts / nuts and / or welds and are all positioned / assembled around the double / single bed, both above the bed, both on all sides of the bed and under the leto; 2) Leto Lifesaving Construction, according to Claim 1, characterized by the fact that said flat metal sheets are placed under the pillar plates, above the neoprene sheet / s and on the floor below the bed; 3) Leto Lifesaving Construction, according to Claim 1, characterized by the fact that said pillars are all provided with plates for pillars placed under the pillars, all this with the pillars positioned in all sides of the bed; 4) Leto Salvavita Construction, according to Claim 1, characterized by the fact that said trellis of lower horizontal beams is provided with a metal mesh for supporting the bed superimposed on it and that said trellis of upper horizontal beams is provided with a small floor with dry typology superimposed on it, all this with the trellis of lower horizontal beams positioned under the bed and with the trellis of upper horizontal beams positioned above the bed and below the roof; 5) Life-saving construction bed, according to Claim 1, characterized by the fact that said trusses and beams are provided with sheets for covering overlapping / side by side with them and with rockfall / anti-rubble net anchored to them, all this with the trusses and beams positioned all above to the trellis of upper horizontal beams; 6) Life-saving Construction Bed, according to Claim 1, characterized by the fact that said horizontal sections are all positioned both above the trellis of upper horizontal trusses and at the vertex height of the trusses; 7) Lifesaving Construction Bed, according to Claim 1, characterized by the fact that said sheets designed to form an inverted dry slab are superimposed on a rockfall / anti-rubble net anchored to the plates / pillars, all this with the sheets and the rockfall / anti-rubble net all positioned under the trellis of lower horizontal beams and above the aforementioned flat metal sheets, to form an inverted floor placed under the bed; 8) Life-saving construction bed, according to Claim 1, characterized by the fact that said windows / doors of the combined shutter-grille type are provided with a plurality of steel reinforcements placed in said combination and with rockfall / anti-rubble net placed in said combination, all this with the combined shutter-grating positioned in all the spaces included between the lattice of the lower horizontal beams, the lattice of the upper horizontal beams and the pillars; 9) Lifesaving Construction Bed, according to Claim 1, characterized by the fact that instead of the structure made with pillars, with lower and upper horizontal trusses and roofing, a Variant of construction with doors and frames with different structure will be used; 10) Life-saving construction bed, according to Claim I, characterized by the fact that instead of the structure made only with pillars, with lower and upper horizontal beams and roofing, a variant will be used for reinforcement with a different structure, formed with the ™ insertion of additional tie rods.