MXPA98001574A - Prefabricated building building and rap assembly - Google Patents

Abstract

This invention relates to a novel construction that is burglar-proof, safe and quick to build. More particularly, this invention is related to a prefabricated building of its kind and cheap that is constructed of unique panels in its kind, floor, secure closure systems. A building includes: a) a foundation, b) a roof, and c) a wall that extends from the foundations to the roof, the wall is built of a corrugated metal inner sheet, insulation that covers both sides of the metal sheet, a wall covering on an interior surface of the insulation and a wall covering on the exterior surface of the insulation

Description

PREFABRICATED BUILDING AND RAPID ASSEMBLY FIELD OF THE INVENTION This invention relates to a novel construction of rapid assembly, burglar proof and fire resistant. More particularly, this invention relates to a unique, inexpensive, fire-retardant, prefabricated building, which is constructed of distinctive wall panels, floor and ceiling frame systems, secure closing doors and windows. .

BACKGROUND OF THE INVENTION Construction costs for buildings, both residential and commercial, in the industrialized world, have risen dramatically in the last quarter of a century. Some time ago, labor costs comprised one third of the total costs of the building, while the costs of residential materials accounted for two-thirds of the total cost of the building. In the last quarter of the century, approximately, the costs have come to be reversed, so that labor costs comprise two-thirds of the total cost of the building. There is a strong need for a solid building construction which requires a minimum labor input for the assembly. The frequencies of interruptions and breakdowns, as well as vandalism, have also increased in the last quarter of a century or so. Many current residential homes, like many commercial buildings, are not particularly safe, that is, they are not tamper proof and break-ins. In recent times, bars have been added to windows and doors, improved door and window locking systems, security alarm systems and other expensive accessories to increase the security of a typical residential home in the western industrialized world. Therefore, there is a strong need for a high security building, with low labor content in the construction, and that is cheap and easy to assemble. Conventional buildings with wooden frames are prone to fire and destruction by fire, due to carelessness of occupants, or malfunctioning heating systems, such as furnaces. Therefore, there is a strong need for a building which is fire resistant, where fire insurance premiums, interruptions and smoothing can be reduced. To reduce the amount of labor, several types of prefabricated buildings have been designed. Some of them include modular construction techniques. British Patent No. 2,135,363 discloses a panel which comprises a primary shell, pressed or otherwise formed, in a section with alternating longitudinal valleys and ridges, for longitudinal stiffness, some or all of the ridges have a flat top. A secondary cover, formed by one or more adjacent ridges with bridges of rigid members, form a box section and increased longitudinal, longitudinal and torsional stiffness. The covers are preferably plastic and are welded together. The secondary cover can be formed by spaced strips, applied on both sides of the primary cover, or they can consist of continuous facing sheets. The spaces between the covers can be filled with concrete for increased stiffness and strength. The valleys and ridges are preferably of equal width and equidistant, and each valley has slanted sides, which diverge outwards, to form open trapezoid channels. This panel has the advantage of increased stiffness and can be insulated to suit the application. The patent application of the Patent Cooperation Treaty, WO 93/11321, published on June 10, 1993, discloses a standardized panel, used to construct the walls and floors of buildings. The panels are constructed of central steel members with ribs, which are lined on one or both sides, and armed on site. On this site, materials are applied to each side of the panels. The steel centers have holes through them and do not provide a seal. Foam or insulation is placed in only some of the valleys of the panels. Applicants are aware of steel frames or beams, which are constructed of longitudinal concave channels, parallel, back to back. Flat longitudinal steel plates from the top and bottom, are secured to the top and bottom of the longitudinal concave channels. This results in a beam construction, which has approximately a cross-section in the shape of an hourglass.

COMPENDIUM OF THE INVENTION The invention is directed to a building construction, of rapid assembly, burglar-proof and retarding fire, which comprises: a foundation,; (b) a roof; and (c) a wall extending from the foundation to the roof, this wall is constructed of a corrugated inner metal sheet, an insulation covering both sides of the metal sheet, a wall covering on an interior surface of the insulation and another Wall cladding on the outer surface of the insulation. The metal foil of the construction can be corrugated, so that alternate grooves, inside and outside, go vertically, the insulation can be a urethane foam on the inside and outside surfaces of the corrugated metal sheet and an anchor rod , vertical connection, you can connect the base of the wall to the top of the foundation, the upper end of the anchor rod connects the top of the wall to the ceiling, and the bottom end of the anchor rod connects the bottom from the wall to the foundation. This metal sheet may have alternate grooves that face the opposite sides of the sheet, the walls of the grooves are arranged at an angle of 45s, and the tops and bottoms of the grooves may be flat. The invention also relates to a building construction comprising: (a) a foundation; (b) a tesho; (s9 a wall, which extends from the foundation to the roof, this wall is constructed of a corrugated inner metal sheet, an insulation covering both sides of the metal sheet, a wall covering on an interior surface of the insulation and another lining of wall on the exterior surface of the insulation, and (d) a roof frame, which supports the same, this roof frame is constructed of intersecting members, which have a "Y-end" cross-sectional configuration. The roof can be constructed of concrete tiles on the corrugated sheet of metal, which can be supported by the upper part of the framework of the fact The construssion can include a window in the wall, which comprises a pair of sliding panels, these panels are ensure respective pairs of hoop and pulley systems, so that the sliding panels can be removed within respective bags, formed in the wall, and extended of the bags mutually, to close the window opening. Construssión can include a door mounted inside a door opening in the wall. This door has a concentric wheel door locking system inside. This concentric wheel door closing system of the construction may comprise at least one locking rod, which may extend from one edge of the door into the wall, or be removed from the wall to the interior of the door; and a wheel, mounted rotationally inside the door, the wheel is connected by an articulation element to the sawing rod, this wheel, suando rotates to a first position, extends the rod from the edge of the door inside the wall , and the wheel, when it rotates to a second position, removes the rod from the wall inside the door. This door may have at least two locking rods, each secured by a hinge to the concentric wheel. In a further aspect, the invention relates to a building construction, which comprises: (a) a foundation; (b) a roof; (c) a wall, which extends from the foundation to the tesho, this wall is constructed of a metallised inner sheet of metal, an insulation that underlies both of the metallic sheet, a wall covering on an interior surface of the insulation and another covering of wall on the outer surface of the insulation; and (d) a floor, which extends into the interior of the walls, this floor is supported by at least one joist, which has a transversal section that assumes a first "Y-end", a second "Y-end" inverted, the stems of the first and second "rematate en Y" intersess each other. This first and second "rematates in Y" may have an inner layer of reinforcement asero.

BRIEF DESCRIPTION OF THE DRAWINGS In the drawings, which illustrate specific embodiments of the invention, but which should not be construed as restricting the spirit or scope of the invention in any way: Figure 1 illustrates a cut-away, isometrically, view of A constructed edifice of agreement are the invention; Figure 2 illustrates a front elevation of a residential building, constructed of agreement are the invention; Figure 3 illustrates a posterior elevation of a residential building constructed according to the invention; Figure 4 illustrates an elevation of the left side of a residential building, constructed from agreement are the invention; Figure 5 illustrates an elevation of the rested support of a residensial building, constructed in accordance with the invention; Figure 6 illustrates a floor plan of the main floor and a residential building constructed of agreement are the invention; Figure 7 illustrates a plant of the oimiento and the unfinished basement, of a residensial building, constructed in accordance with the invention; Figure 8 illustrates a cross-sectional view, in lateral elevation, taken along section A-A of Figure 6 of a residensial building, constructed in accordance with the invention; Figure 9 illustrates a plan view of a shipyard construction of a residential building, constructed in accordance with the invention; Figure 10 illustrates a side view view of the tray area, taken along the session B-B of Figure 9; Figure 11 illustrates a detailed side view of the connection between a main floor and the upper part of the slats of a residential building, constructed in accordance with the invention; Figure 12 illustrates a detailed side view of the connection between the base of the stairs and the area of these stairs, of a residence building, constructed from agreement are the invention; Figure 13 illustrates a detailed side view of the connection between the base shelves below the area and the basement floor of a residential building, constructed in accordance with the invention; Figure 14 illustrates a front elevation of the wallstrip of a residential building, constructed in accordance with the invention; Figure 15 illustrates a sectional view, taken along the session A-A of Figure 14; Figure 16 illustrates a session view, taken along the session B-B of Figure 14; Figure 17 illustrates a detailed plan view of the end walls of a building, constructed in accordance with the invention; Figure 18 illustrates a detailed plan view of the joint in a wall construssion of a residential building, constructed in accordance with the invention; Figure 19 illustrates a detailed floor plan view of a corner wall structure of a residential building, constructed in accordance with the invention; Figure 20 illustrates a detailed plan view of a wall connection, interior and exterior, of a residential building, constructed in accordance with the invention; Figure 21 illustrates a detailed elevational view of a connection between a wall base and a foundation of a residential building, constructed in accordance with the invention; Figure 22 illustrates a plan view of a floor plate extrusion of a residensial building, constructed in accordance with the invention; Figure 23 illustrates a section, taken along section A of Figure 22; Figure 24 illustrates an enlarged detail of the sectional view of Figure 23; Figure 25 illustrates a section taken along section B of Figure 22; Figure 26 illustrates a section taken along section C of Figure 22; Figures 27a, 27b and 27c illustrate, in three successive side views, the construssion of a frame member of a residential building, constructed in accordance with the invention; Figure 28 illustrates a side view of a three-part frame structure of a residential building, built in accordance with the invention; Figure 29 illustrates a detailed side view of a crown construction of a roof frame of a residensial building, constructed in accordance with the invention; Figure 30 illustrates a detailed side view of a gasket plate and interspace frame members of a tesho frame; Figure 31 illustrates a detailed side view of an intersection between the upper end of a diagonal frame member and a roof frame member of the roof frame of a residential building, constructed in accordance with the invention; Figure 32 illustrates a detailed side view of a joint plate and frame members that are intersized from a corner of a roof frame and the roof construction, according to the invention; Figure 33 illustrates a front view of a reinforcement plate of a crown of the tesho frame; Figure 34 illustrates a front view of a gasket plate for interframe base frame members and diagonal frame members of a tessh frame; Figure 35 illustrates a front view of a corner joint plate of intersecting base frame members and roof frame members; Figure 36 illustrates a front view of a gasket plate for diagonal intersecting frame members and base frame members; Figure 37 illustrates a frontal elevation of a wall and window system, with horizontal slides of a residential building, constructed in accordance with the invention; Figure 38 illustrates a session, taken along section line A-A of Figure 37; Figure 39 illustrates a detailed side view of a top connection between a slide and the upper wall of a window of a residential building, constructed from agreement are the invention; Figure 40 illustrates a detailed side view of a base connection between a sorredera and the bottom wall of a window of a residential building, constructed in accordance with the invention; Figure 41 illustrates a front elevation of an exterior door and a wall of a residential building, constructed in accordance with the invention; Figure 42 illustrates a front view of the internal mesanism of the outer door of a residential building, constructed in accordance with the invention; Figure 43 illustrates a section, taken along section B-B of Figure 42; Figure 44 illustrates a detailed front view of a concentric closure rod hinge, from the inside of an exterior door of a residential building, constructed in accordance with the invention; Figure 45 illustrates a detailed front view of a connection between a bottom saw rod and a symbol of an exterior door of a residential building, constructed in accordance with the invention; and Figure 46 illustrates a detailed top view of the joint of the articular isolation rod, of a door sill system of an exterior door of a residential building, constructed in accordance with the invention.

DETAILED DESCRIPTION OF THE PREFERRED MODALITY Figure 1 illustrates a resorted, parsially isometric view of a buildings constructed from agreement are the invention. In particular, Figure 1 illustrates a residential building 2, the walls 4 being constructed, the roof 6, the window 10 and the foundation 12. The spring portion reveals the struts of the floor 16, the outgoing water pipe 54, the joists 56 of the floor, the surface 58 of the floor and the wire mesh 60. The frameworks 14 of the hesho and the superfisie 88 of the tesho, as well as the skeleton of the perforated beam 36 and the wall panels, are also shown. Figure 2 illustrates a front elevation of a residential building, constructed in accordance with the invention. As seen in Figure 2, the residential building 2 is constructed of a plurality of vertical walls 4, a tesho 6, a door 8 and a number of windows 10. The building 2 rests on a foundation 12 of the basement, shown in FIG. dotted lines. Figure 3 illustrates a rear elevation of a residential building, constructed in accordance with the invention. Walls 4 are constructed from a unique combination of prefabricated materials, as will be discussed below. Roof 6 is typically constructed of concrete tiles or tiles, available from various sources, such as Columbia Concrete, or a combination of concrete and wood shingles, such as that available from MacMillan Bloedel, Vancouver, British Columbia, with the brand commercial Cemwood. These tiles are constructed of a combination of sonsreto and wood, and are porous and lightweight. They have a life of fifty years or more, and they have a good quality of insulation. Figure 4 illustrates an evasion of the left side of a residensial building, constructed according to the invention. Figure 5 illustrates a view of thereside side of a residential building 2, constructed in accordance with the invention. The building has porticos, essaleras and other sonesional offices. Figure 6 illustrates a plan view of the prinsipal floor of a residensial building, built in accordance are the invention. As seen from Figure 6, the interior of a residential building, constructed in accordance with the invention is relatively conventional, comprising three bedrooms, two bathrooms, a kitchen, a somedor and a living room. An attached garage houses a family car. All rooms can be constructed in accordance with the invention, using unique frames of exterior and interior walls, according to the invention, as will be explained more fully below. Figure 7 illustrates a plan view of the foundation and the unfinished basement of a residential building, constructed in accordance with the invention. As seen in Figure 7, the basement includes a conventional hot water heater, an oven and a basement-basement floor area, connected by a stairway, which is constructed of steel, as will be discussed in detail below. Figure 7 also shows the foundation 12, on which the building 2 is supported, this foundation is constructed in a conventional manner of cast concrete and reinforced steel. Figure 7 also illustrates a series of windows around the outside of the symmetry. The garage rests on claws of sonsreto, rather than on the excavated symmetry. Figure 8 illustrates a cross-sectional view, in lateral evasion, taken throughout the session A-A of Figure 6 of a residensial building, constructed in accordance with the invention. As seen in Figure 8, the tesho 6 is supported by a plurality of tesho frames 14, the suals being expanded in parallel through the opposing walls 4, in a conventional manner. The construction of the roof frame 14 will be explained in more detail below. The main floor 16 of the building is constructed from a unique combination of cooperating steel frames, steel floor surface and other components, which will also be discussed in more detail below. A stairway 18 of asero is connected to the main floor 16 and makes it possible for the users of the residence to descend to the basement area of the residence building. The walls 4 are supported on foundations 12 of reinforced reinforced vessel. The exterior areas of the Concrete Foundation 12 include convective storm drains, tile drains, drainage roses and other son-directional materials, to transport water away from the symmetry 12. Figure 9 illustrates a plan view of the construction of stairs. The stairway 18 is constructed of a pair of hand rails, upper grid floor of grid 24, areas of grid grills 28 and lower floor of grid grills 24. Figure 10 illustrates a view in side session, taken as shown in FIG. along the line of session BB of Figure 9. Zone 28 has vertical poles 20, which extend up to the rails, the suals support these rails 19. A pair of lower floors 24 of grille grilles go from the zone 28 to the floor of the simentasión 12. Figure 11 illustrates a detailed lateral view of the connection between the upper end of the essalinata 18 and the main floor 16. As seen in Figure 11, the stairway 18 has a post 20, which extends up to the hand rails, a spring angle 22, floors 24 of a grille grid, and a steel sanal stringer 26. The cutting angle 22 makes it possible for the upper part of the stairway 18 to be welded to the adjoining edge of the main floor 16. Figure 12 illustrates a detailed side elevation of the connection between the lower end of the main stairway 18 and the area 28. As seen from Figure 12, a vertical pole 20 of the hand rail is welded to the base of the steel channel stringer 26. This spar 26 is welded to the steel grating zone 28 by means of the cutting angle 22. A steel channel 30, at right angles, is welded below the zone 28 and supplies the support for the lower portion of the essalinata. A corner post 32 at an angle supports the area 28 above the symmetry floor 12. Figure 13 illustrates a detailed evacuation of the connection between the lower part of the essalinata 20 and the basement 12 of the basementThis is previously seen in Figure 10. A vertical post 20 of the hand rail extends vertically upwards from the 12th floor of the simentation. The stringer 26 of the steel channel supports a floor 24 of steel grid. The spar 26 is secured by the spring angle 22 to a concrete anchor bolt, secured to the foundation floor 12. The various columns of the stairway are welded together, as required. Figure 14 illustrates a detailed front elevation of a wall 4 of a residensial building, constructed in accordance with the invention. The wall 4 is constructed of attached panels of steel sheet, at an angle, are parallel alternative slots, interior and exterior, which extend vertisally from the top to the bottom. The upper part of the wall 4 is terminated by an upper sanal 37 of steel, while the bottom of the wall 4 is terminated by a steel bottom channel 39. Adjacent panels of steel are made in their intersession are connection bolts 50 periodic for to build a somplet wall. A wall anchor bolt 46 extends vertically behind the vertical series of the connection bolts 50. The resistance tests have been calsulated for 14 and 16, 18 and 20, and 2.44 meters of highly corrugated metal sheet, which has centers of 0.3048 meters from one crest of corrugation to the next, walls at an angle of 45 ^, depth of 10.16 cm. and flat areas of 5.08 cm. on the crest of each corrugation. Angle 452 provides greater resistances in all directions, for example, diagonal, longitudinal, vertical and lateral. Table 1 illustrates the results of these saules.

Table 1 Conforming CAN / CSA-S 136-M89, Cold-formed Steel Structural Members Figure 15 illustrates a section taken along the session A-A of Figure 14. This session illustrates, in part, the unique construction of the residential building wall, according to the invention. The wall 4 is constructed from the union of interior steel panels 36, formed at an angle, which are coated on both sides by a rosin foam insulation, or some other insulating insulating material. The typical foam insulation is the rigid polyurethane foam rosiada. It will be understood, of course, that other insulated insulating materials can be used. It should be noted that the outer flat edges 37 of the angles of the sprinkler panels 36 are resurfaced are foam, so that they do not shock on the inner and outer walls 40 and 42. This increases the insulation sapacity. Therefore, no metal connection exists between the outer wall 42 and the inner wall 40, so that the salor can be diffused along the metal of high salinity conductivity and thus reduse the insulation value of the wall 4. As seen from Figure 15, the interior of the wall is constructed from a conventional stone wall with plaster 40. The exterior is covered with a vinyl sonvensional coating 42. A vapor barrier film can also be insorporated in the wall, if required. The wall anchor bolts 46 extend vertically from the top to the bottom of the wall and secure this wall firmly to the foundation 12. The wall anchor bolt 46 at its upper end also secures the upper part of the wall 4 to the wall. frame 14 of tesho and the tesho of the residential building. Each panel of 93.98 sm. It ripples from 121,98 cm. x 243.84 cm. However, other sizes are possible to adapt to specific requirements or building standards of different countries. For example, Japan requires panels of 2,134 m. Some new buildings in Canada use 2,743 m panels. Heavier gauge steel is used for panels and channels, as required. Unless otherwise mentioned, all connections are welded. The side walls of the panels are corrugated at 452. The stone wall is clamped through the insulation and into the ribs of the panel with screws. All interior walls, without plumbing, are typically 13 sm. of thickness. Figure 16 illustrates a view in section, taken along the section BB of Figure 14. The inside of the steel panel 36, covered with foam, is covered on the inside by a conventional stone wall 40 and on the outside by a conventional vinyl coating 42. The base of the steel panel 36, resurfaced is foam, is tested by a sanal 39 of bottom of asero, the sual is carried on the top of the foundation 12 of concrete, and is maintained with secure in place by anchor bolts 44. One of the ansla bolts 44 is threaded at the upper end and rests a nut, which are these are the steel bottom channel 39 to the top of the soncrete 12 . While not shown, the anchor bolts 46 in series also secure the wall 4 to the core 12. Figure 17 illustrates a detail of the left end of the wall 4, illustrated in Figure 15. The end of the wall 4 is topped with a channel exterior 47. The corrugated 452 corrugated construction of the inner steel panel 36 is shown in detail in Figure 17. The foam insulation 38 covers both sides of the skeleton 36 of the steel panel. Figure 17 also shows slaramente the inner wall 40 of stone and the external cladding 42 of vinyl. The interface between the stone wall 40 and the foam insulation 38 has a polyethylene vapor barrier 39, to prevent or countersign the transmission of the vapor barrier from the interior to the exterior of the building, and vice versa. Figure 18 illustrates a detail of the anchor bolt 46 and that the configuration between the panels adjoins the wall 4. The ends of the adjacent panels 36 are shown in a vertical series of bolts 50 of connectionThis is previously seen in Figure 14. The ansla bolt 46 of stone wall, as previously explained, extends from the top to the bottom of the wall panel 40. The foam insulation 38 extends over the internal and external support of the panels 36, which includes the interconnections and the connection bolts 50 and prevents a direct connection of the metal and heat transmission between the exterior and the interior of the wall 4. Figure 19 illustrates a detail of a construssión of corner wall of edifisio residensial, according to the invention. As shown in Figure 19, a simple and secure connection is made between the corners of the rest of existing walls without intersections that extend directly between the exterior and interior of the wall. The edge of a wall has a sanal of end 52 of the asero, which leads directly on a sanal of end 52 corresponding to the perpendicular panel wall adyasente. The inner corners are lined with the conventional stone wall 14 for intersession. The outer corners are also coated is a conventional vinyl, intersecting recess 42. The outer and inner end channels 52 can house plumbing pipes, electrical connections and the like. The adjunct saras of the end sanal pair 52 are made together by welding, or alternatively by bolts (not shown). Figure 20 illustrates a detail of an inner connection between an outer wall and an inner wall, as previously shown in Figure 15. The steel end channel 52 bears directly against the inner side of the outer wall. The corners of the inner wall are lined with the conventional stone wall 40, which intersects with the stone wall 40 inside the outer wall. The inner walls are held securely in place by anchor bolts 46, as previously shown in Figure 14. Figure 21 illustrates a detail of the connection of the anchor bolt between the base of a wall and the top of a 12 foundation of concrete. The anchor bolts 44 are molded in place when the concrete foundation is emptied. One of the anchor bolts 44 is threaded at its upper end, in order to receive a tuersa 45 and a washer 49 in combination. This secures the steel bottom channel 39 firmly to the upper part of the foundation 12 of the slab, the inner lining 40 of the stone wall extends to an elevation below the intersession between the wall and the constellation, in order to seal the intersection between the wall and the foundation. The bottom end of the outer skin 42 leads directly over the upper part of the foundation 12 of the prosthesis. Figure 22 illustrates a floor view of the 16th floor of the residensial building, according to the invention. A protruding water pipe 54 srouches back and forth in parallel passages through the floor area 16 and supplies the radiant floor clearance for the building. The temperature of the main floor of the building can be regulated by regulating the temperature of the water that passes through the interior of the network sired by the outgoing water pipe 54. A standard plumbing of outgoing water is used, so that they require exsepsional pieces. Figure 23 illustrates a session taken along the section A of Figure 22. The edge of the floor 16 abuts the foundation 12, and is stretched there by the support beam 56, which extends into the symmetry. The surface 58 of the aser panel is supported directly on the series of parallel joists 56, only one is shown in Figure 23. The outgoing water outlet pipes 54, together are the 60th wire mesh, reinforce the floor of sonsreto vasiado 59, which extends across the floor area. The heavier gauge wire mesh is used as required. The heavier gauge steel will be used for floor joists, as required, to support the weight of wet concrete (2400 kg / m3) (the height of the floor joists remains constant). The surface of the steel roof must also be able to support the weight of the damp consteto through the ansho of the separation of joists. Each vent tube on the plate will be consistent with an envelope tube with an internal diameter of 1.27 cm. , inside a PVC tube with an internal diameter of 2.54 cm. , or a black steel tube or other suitable tube. Other combinations of tube materials are possible. In the case of an emergency, the inner tube can be disconnected under the gate plate 62 of the asseso and slide out of the PVC tube at the garage / depression end of the floor plan 16. >; It will be understood that the pipe system can be used for both venting and cooling. In sluids, cold water will be siled through the system. In extreme cold, the outgoing water will be siled. Figure 24 illustrates in an enlarged view, the detail of Figure 23. The lower support of beam 56 is encased in a sonvensional stone wall 40, as the inner wall of the concrete foundation. The steel surface 58 is corrugated to provide strength. The upper surface of the floor can be covered with any conventional material, such as linoleum, carpets, tiles of tiles and the like. The asseso base 62 can be opened and allows for the servicing of the external water tube 54 and its inner envelope tube. Since the beam 56 extends into the symmetry 12, a solid support connection is easily made between the beam 56 and the foundation 12. Figure 25 illustrates a section taken through the session B of Figure 22. Figure 25 illustrates, in particular, the cross-sectional construction of the beam 56, as will be explained below in association with Figures 27a, 27b and 27c. As seen in Figure 25, the sill floor 59 and the grid 60 of reinforcement wire mesh are supported by the steel surface 58 and the beam 56. While not shown, in fact a plurality of joists 56 are arranged in parallel through the floor area, as is conventional. Figure 26 illustrates a section taken along section C of Figure 22. The surface 58 of the steel panel is supported by the joists 56, one of which is shown. As seen in Figure 26, the outgoing water outlet pipe 54, is an inner envelope tube, passes outside of the symmetry 12 within a light metal sheet 64. This metal sheet 64 extends throughout the length of the simentasión and has a door of access with hinge by the vertisal edge. The sack 64 of light metal makes it possible for the outgoing water pipe 54 to supply the service easily. The saja 64 can also carry an elstric wiring and the regular plumbing of hot and cold water. Figures 27a, 27b and 27s illustrate side views of the silhouette of a reinforcing member of a residential building, constructed in accordance with the invention. As seen in Figure 27a, the beam 56 is formed from a pair of opposed sanal pieces 66, one of the suals shown. Each piece of sanal 66, doubles as shown in Figure 27b for supplying the "Y-topped" sonfiguration, illustrated in Figure 27b. As used herein, and in the claims, the term "Y-capped" refers to the sonfiguration illustrated in FIG. 27s and other drawings that illustrate the assembly string. A pair of pieces are set 66, "Y-topped" are then mounted together on their stems, one inverted piece is re-shifted to the other, to form the cross-sectional sonfiguration illustrated in Figure 27c. The stems of the two pieces 66 are welded together by zone welds or continuous welds. If additional resistances are required, a reinforcing steel plate goes the entire length of the joist, it can be included in the extrusion. Figure 28 illustrates a side view of a typical construction of the frame of a building, constructed in accordance with the invention. The frame 14 is constructed of a horizontal base member 15, frame members 72 that support twill extending diagonally upwards and inset frame members 74 of the upper tessh. The connection points between the various members that make up the frame 14 are connected by metal plates 82, 84 and 86 of various designs, as will be discussed below in greater detail.

Figure 28 also illustrates the electrical wiring 76, the sual passes through the seam 78, and then the wiring 80 goes down through the interior of the walls 4. The wiring 80 of the wall 80 can be connected in Several conventional wall plugs, solosados in the various suartos of the residensial building, according to conventional techniques. Figure 29 illustrates a side detail of the crown connection of the roof reinforcement. The pair of diagonal reinforcement support members 72 intersect in the crown with the adjacent inclined tesho support bracket 74. This intersection of the crown is secured by a sorona reinforcement plate 82, which is welded to the four armature supports, 72 and 74. The cross sectional configuration of the diagonal armor members, 72 and the roof truss members 74, is of agreement with the configuration of "auction in Y", dissutida previously. The cross section is shown schematically in the opening in the members 72 and 74, shown in Figure 29. The upper surfaces of the roof support members 74, bear a corrugated steel surface 88, which, because of its corrugated design , provides the lateral resistance in a direction perpendicular to the support provided by the roof trusses. The upper part of the superfisie 88 of the tesero de asero is covered with 90 soncreto tiles, which are porous, have good insulation value and long life. A crown plate 92 of steel crown covers and is waterproof, the upper intersection between the adjacent cuts 90, which run along the roof sill. Figure 30 illustrates a detailed side view of a seal plate 84, which connects the diagonal armature supports 72 with the base armor supports 15. The seal plate 84 is welded to the resilient frame members 72 and 15 in appropriate locations . The intersection between the diagonal supports 72 and the base supports 15 are secured in a direction perpendicular to the joint plate 84 by the joint pin 104, which will be discussed in association are the following Figure 34. It will be noted that the configuration " Y-capped "of the base reinforcement supports 15 are inverted to present a broad flange facing downward for quick attachment of the wall board 40 to the base reinforcement supports 15. Figure 31 illustrates a detailed side view of the connection between a diagonal support 72 and a roof reinforcement support 74. The roofing surface 80 and the overlapping concrete tiles 90 are also illustrated in Figure 31. The connection is made by zone welding or continuous welding. The end of the diagonal support 72 is grooved at the top, for the purpose of intersecting with the base of the "Y-topped" cross section configuration of the tesho armor member 74. The intersession can be soldered. Figure 32 illustrates a detailed, elongated front view of the connection between the side end of the roof frame 14 and the building wall. As seen in Figure 32, the base armor member 15, and the roof armor member 74, intersect and secure each other by the end joint plate 86, which can be welded to the respective armor members 15. and 74. The intersecting end of the frames is supported on the upper part of the wall 4. The roof frame 74 carries the steel surface 88 and the overlapping constellation tiles 90. The outer edge of the tesho is sonar-shaped by 96 straps 96 and 98 sanales for rain and underlying panels 100. The wall board 40 covers the lower side of the base frame member 15 and the interior of the wall 4. Figure 33 illustrates in detail a front view of the construssion of the reinforcing plate 82, are vertical grooves 102. The reinforcing plate 82, as explained in association with Figure 29, comprises the crown somponents of the tesho frame 14. The slot 102 receives the support plate 94.

Figure 34 illustrates a front view of the seal plate 104, with the "Y" shaped slot inverted in the lower region thereof. The function of the slot plate 104 was explained above in association with Figure 30. This slot 106 intersects the inverted stem and body of the bottom ceiling frame 15. Figure 35 illustrates a front view of the joint plate 86, which is used to check the intersession between the tesho frame member 74 and the base frame member 15, as previously illustrated in Figure 32. The angles of the Plate 86 may vary to accommodate different steps of tesho frames. Figure 36 illustrates a front view of the seal plate 84, the sual used to connect the diagonal frame member 72 is the base frame member 15, as illustrated in Figure 28 and also in Figure 30. All the connections between the plasas and the armor members are welded, unless mentioned otherwise. All the joints of joints are typically of 3.175 mm asero. The different angles / steps of the tesho do not afflict the overall design of the frame. All joint plasters are inserted into the various frame members and welded. As seen in Figure 28, a main line from a circuit breaker runs along the frame members to the appropriate joint sags and then down the appropriate walls or through the roof to the convex outlets. All the semester exams follow the standard procedure and no special equipment is required. Figure 37 illustrates a front view of a window system with horizontal slides in the wall 4 of a residential building, according to the invention. As seen in Figure 37, the window is constructed of a pair of sliders 108 and 110, which can slide away laterally into receiving cavities inside the wall, as illustrated by the arrows in Figure 37. The pair of sliders 108 and 110 are welded in their bases to respective chains 116, which are mounted in the form of a pulley in a respective pair of chain wheels 118. The bases of the two sliders, 108 and 110, are mounted in and slide over respective lower sliding guides 114. The upper edges of the pair of brackets 108 and 10 are supported in, and slide laterally within, the upper sliding guides 112. While not shown in Figure 37, the window may include the interior of the slides 108 and 110, a window system of a convensional, sensilla or double glass sheet. The sorrederas 108 and 110 are typically formed of asero and suando are sawn over the opening of the window, provide external security against breakdowns and entrances within the building through this window. Figure 38 illustrates a session view, taken along the AA session of Figure 37. Figure 38 illustrates in detail the silhouette of the window opening in the wall 4 and the manner in which the sanal members 122 The upper and lower window of the window extend around the window opening of the window opening and seal this opening from the inside of the wall 4. Figure 39 illustrates an enlarged detail, in the manner in which the upper end of the window Sorredera 110 is resibido in the upper sliding guide 112, the sual is adyasente to the sanal 122 of window. This sliding guide is mounted behind the vinyl liner 42. The sanal 122 closes the lower end of the liner 40 of the wall board. Similarly, Figure 40 illustrates, in an enlarged view, the manner in which the lower end of the damper 110 is supported in the lower slide glider 114, which is soldered adjacent to the sanal 122 and enters the vinyl liner 42. 40 also illustrates an endless string 116, to the sual the base of the sorcer 110 is welded and also the saden wheel 118, which makes it possible for the endless chain 116 to be moved back and forth in the form of a pulley, around the respective pair of chain wheels 118 (see Figure 37). Figure 41 illustrates a front view of a door opening in a wall 4 of a residential building, according to the invention. The periphery of the door 8 has a door channel 124, which extends upward on each side and along the top opening, to seal the opening of the door from the inside of the wall 4. Figure 42 illustrates a view At the front of the inner construssion of an outer door 8, the sual is mounted inside the door opening, illustrated in Figure 41. The interior of the door 8 has a four-way, concentric door closing system. In this way, the upper part, both supported and the bottom of the door can be safely closed within the door channel 124 and the concrete base 12, to prevent unwanted access into the residential building. The system of. Concentric closure is easily operated, as will be explained below. The concentric closure system is constructed to have four door closing rods 126, which move longitudinally and extend upward, laterally and downward to the top, sides and bottom of the door 8, respectively. These closing rods slide longitudinally to the interiors of the guide rods 130 of corresponding rods. The inner ends of the four respective locking rods 126 are conested by second resilient metal rods, 132, hinged, to the door closing wheel 128, central end. By means of this articulation, the respective rods can extend in four respectable directions by rotating the wheel 128 in a direction (counter-clockwise in Figure 42), and by rotation of the wheel 128 in the opposite direction ( clockwise in Figure 42). While not shown in Figure 42, the concentric wheel 128 is operated by a manual wheel 134, placed inside the outer door 8. This door 8 can also be assembled with sonorsional saw hardware, such as bolts and fixed bolts. , in addition to the door sill door system, dessrito previously. Figure 43 illustrates a view in sessión, taken along the line of section BB of Figure 42. Figure 43, in particular, shows the sienometric wheel 128 and the manual wheel 134, like the door closing rods 126, hinge rods 132 and rod sleeves 130. Figure 44 illustrates a detailed front view of the concentric locking rod hinge of the interior of an exterior door of a 'residential building, constructed in accordance they are the invention. As seen in Figure 44, the.

The second steel hinge rod 122 is hinged to the main steel rod 126, which slides longitudinally and horizontally inside the rod sleeve 130. The steel rod 132 at its right end is connected in a pivot fashion. to the inner (left) end of the main steel rod 126, while the opposite end (the left end) is connected by hinge to the concentric door closing wheel 128. This articulation system makes it possible for the main steel rod 126 to move to the right to a closed position, when the sill gate wheel 128 moves in a clockwise direction and is removed from the closed position when the Slender door lock wheel 128 moves clockwise. In the last position, the connecting rod 132 assumes the position shown in the dotted lines in Figure 44. Figure 45 illustrates a detailed front view of how the saw rod 126 extends down to the bottom, when in a extended sawing position, goes downwardly into a receiving receptacle (not shown) located in the symmetry 12. The rod slides up or down inside the sleeve 130. Figure 46 illustrates a detailed plan view of the connections between the the main door latch 126, the second articulated steel rod, the door sill lock wheel 128 and the hand wheel 134. The rods 126 and 132 are hinged by a first connection bolt 136 and the opposite end of the second sprue rod 132 is threaded by hinge to the oversensing door saw wheel, 128, by a second connecting bolt 136. This closing rod 126 slides inside the cuff 130. As will be apparent to those skilled in the art, in light of the foregoing description, many alterations and modifications to the practice of this invention are possible, without departing from the spirit or scope thereof. Therefore, the scope of the invention will be interpreted according to the substansia defined by the following claims.

Claims (20)

1. CLAIMS 1. A construssion of edifisio, sual somprende: (a) a foundation; (b) a roof; and (c) a wall, which extends from the simentasión to the tesho, this wall is constructed of a corrugated inner metal sheet, an insulation covering both sides of the metal sheet, a wall covering on an interior surface of the insulation and another Wall cladding on the outer surface of the insulation.
2. 2. A construction, as claimed in claim 1, in which the metal sheet is sorrugada, so that alternative internal and external grooves, go vertically, the insulation is of urethane foam, on the inner and outer surfaces of the metal sheet corrugated, and an anchor rod, vertical connection, connects the base of the wall to the top of the foundation, the upper end of the anchor rod connects to the top of the wall to the roof, and the bottom end of the the anchor rod connects the bottom part of the wall to the foundation.
3. 3. One sonsion, as claimed in claim 2, in which the metal sheet has alternate grooves facing the opposite sides of the sheet, the walls of the grooves are arranged at an angle of 452, and the upper portions and the bottoms of the slots are flat.
4. 4. A building extrusion, which includes: (a) a foundation; (b) a roof; (c) a wall, which extends from the simentasión to the ceiling, this wall is constructed of an internal metallised sheet, an insulation that underlies both of the metallic sheet, a wall covering on the inner surface of the insulation and another covering of wall on the outer surface of the insulation; and (d) a roof frame, supporting it, this roof frame is constructed of intersecting members, which have a "Y-topped" cross-sectional configuration.
5. 5. A sonsion, as claimed in claim 4, in which the roof is constructed of shingles on the corrugated metal sheet, which is supported by the upper part of the roof frame.
6. 6. A construstion, as claimed in claim 1, which includes; (d) a window in the wall, comprising a pair of sliding panels, these panels are secured to respectable pairs of rim and pulley systems, so that the sliding panels can be removed within the reshaping savities formed in the wall, and extend from the cavities to each other, to close the window opening.
7. 7. A construction, as claimed in claim 1, which includes; (e) a door, mounted inside a door opening in the wall, this door has in its interior a concentric wheel system that closes said door.
8. 8. A construction, as claimed in claim 7, in which the concentric door closing system comprises: (f) sucking less a closing rod, which may extend from a door edge into the wall, or retreat from the wall inside the door; and (g) a wheel, rotatably mounted inside the door, this wheel is conformed by an artisulatory element to the sawing rod, the wheel, suando rotates at a first position, extends the rod from the edge of the door within the wall, and suando turns to a second position, removes the rod from the wall inside the door.
9. 9. A construction, as claimed in claim 8, in which the door has at least two locking rods, each secured by hinge to the constricted wheel.
10. 10. A building construction, which comprises: (a) a foundation; (b) a roof; and (c), a wall, which extends from the simentasión to tesho, this wall is constructed of a corrugated inner metal sheet, an insulation that covers both sides of the metal sheet, a wall covering on the interior surface of the insulation and another wall covering on the outer surface of the insulation; and (d) a floor, which extends into the interior of the walls, this floor is supported by at least one joist, the joist has a cross section comprising a first "Y-end", a second "Y-end" inverted , the stems of the first and second "Y-ends" are interspersed with each other.
11. 11. A sonstrussión, according to what is claimed in claim 10, in which the first and second "Y-ends" have an internal reinforcing steel plate.
12. 12. A construssión, according to what is claimed in claim 10, which includes a tesho framework supporting it, this roof framework is constructed of intersecting members, which have a "Y-end" transverse configuration. .
13. 13. A construction, as claimed in claim 12, in which the roof is constructed of concrete tiles or corrugated metal sheets, which are supported by the upper part of the roof frame.
14. 14. A sonsion, as claimed in claim 10, which includes: (d) a window in the wall, comprising a pair of sliding panels, these panels are secured to respective pairs of rim and pulley systems, so that the panels Slides can be removed within respective cavities, formed in the wall, and extend from the sap to each other to saw through the window opening.
15. 15. A sonstrussión, according to what is claimed in claim 10, which includes: (s) a door, mounted inside a door opening in the wall, this door has inside a wheel door system.
16. 16. A construction, as claimed in claim 15, in which the concentric door closing system includes: (f) at least one locking rod, which can be extended from one edge of the door within the wall, or It is removed from the wall inside the door; and (g) a wheel, rotatably mounted inside the door, this wheel is conformed by an articulation element to the closing rod, the wheel, when rotated to a first position, extends the rod from the edge of the door within the wall, and when you turn to a second position, remove the rod from the wall inside the door.
17. 17. A construction, as claimed in claim 8, in which the door has at least two locking rods, each secured by a hinge to the concentric wheel.
18. 18. A building construstion, which includes: (a) a foundation, built of reinforced concrete; (b) a roof, constructed of metallic sheet and constellation tiles; (s) a wall, which extends from the simentation to the ceiling, this wall is constructed of a metallised internal laminated sheet, an insulation that underlies both of the metallised sheet, a wall covering, on the inner surface of the insulation and another wall cladding on the outer surface of the insulation, the metal sheet is corrugated, so that it has alternate grooves, inner and outer, that go vertically, the insulation is of urethane foam on the inner and outer surfaces of the corrugated metal sheet; (d) a rod of vertical connection, which is the base of the wall to the upper part of the symmetry, the upper end of the rod of ansla is the upper part of the wall to the tesho, and the bottom end of the rod Anchor connects the bottom of the wall to the foundation; (e) a roof frame, which supports the same, this roof frame is constructed of interset members, which have a "Y-end" cross-sectional configuration; (f) a window in the wall, comprising a pair of sliding panels, these panels are secured to respective pairs of ring and pulley systems, so that the sliding panels can be removed within respective cavities, formed in the wall, and extend from the sap to each other to saw through the window opening; (g) a door, mounted within an opening in the wall, this door has at least one sawing rod in it, the sual may extend from one edge of the door into the wall, or it may be removed from the wall to the interior of the wall. the door; and a wheel, rotatably mounted inside the door, this wheel is probed by an artisulation element to the closing rod, the wheel, when rotated to a first position, extends the rod from the edge of the door into the wall, and when it rotates to a second position, remove the rod from the wall inside the door; and (h) a floor, which extends into the interior of the walls, this floor is supported by at least one joist, this joist has a transverse session comprising a first "Y-end", a second "Y-end" inverted , the stems of the first and second "auctions in Y" intersect each other.
19. 19. A sandwich-type panel construction, for use in a building construssion, suals the following: (a) a first panel cladding; (b) a second panel covering; (c) a corrugated metal sheet, placed between the first panel cladding and the second panel cladding and spaced apart from these first and second panel claddings, the corrugated metal sheet has alternate grooves on a first side and a second side thereof , these grooves are parallel to each other; (d) an insulation, covering both sides of the first and second alternative slots of the corrugated sheet and having ridges and valleys; the crests of the insulation are next to the first and second respective panel coverings, the valleys of the insulation provide openings between the first and second respective panel coverings are the first and second alternative grooves of the metallised sheet.
20. 20. A panel strumension, as claimed in claim 19, in which the walls of the alternate grooves, which face the opposite ends of the sheet, are arranged at an angle of 452 and the top and bottom portions of the grooves are flat