Classifications

• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
  • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
  • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
  • E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
  • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
  • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
  • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
  • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
  • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
  • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
  • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
  • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
  • E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
  • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
  • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
  • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
  • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material

Definitions

• the invention relates to a system specially designed for starting from certain prefabricated plates, totally novel, and with the help of components designed to combine them, create a new construction system for all types of buildings.
• floor slabs, cover plates, simple non-structural and load plates, and double enclosure plates with an intermediate layer of thermal insulation will be manufactured.
• the workload can be transferred, from the construction site to the factory, where the plates and components that will be detailed below are made.
• This system of structural plates is very simplified by working the plates as beams of great edge, in this way the distribution of loads, when reaching the foundation level it becomes punctual, in this way the foundation can be adapted to the characteristics of the terrain .
• the adapted solution will be that of isolated footings, if the resistant terrain is semi-deep, foundation pits will be used, if the resistant terrain is deep, the piles will be chosen.
• the system in what is another novel aspect of the invention does not necessarily have to adapt to plate standards, but they can be of any size continue to be of the same system, when using a combination of inner armor that forms one or more more reticles with their perimetral reinforcements, according to the edge of the plate, reclosing themselves with formwork metal profiles inside the panel, which allow them to be joined together by means of arc welding.
• the pieces manufactured for what is the object of the present system adopt as described previously any type of configuration, with thicknesses of 8, 10 and similar, inside, in the simple pieces there is a structure formed by double meshes of 15 x 30 mm in diameter, and "U" shaped connectors that join said meshes by their lateral and horizontal ends, with structural profiles as a fence, at their ends lateral and horizontal, provided on them and at regular distances of the corresponding hooks for the manipulation of the plates, the profiles being joined with the mesh with said connectors by means of a continuous welding with flat bead.
• the previous plates have openings for window doors and the like, they are reinforced by inmates on the perimeters of the openings, forming a frame resistant to them.
• the pieces that are used for enclosure will be formed by a structural inner plate, in the intermediate part an insulation chamber and in the outer part a plate of smaller thickness than the interior with function of enclosure.
• the inner structure of the inner plate is the same as the openings, as defined for simple plates, just like the enclosure plate varying only the thickness of the inner plate is 80 mm while in the enclosure It is 60 mm
• the placement of the double plate is done just like the simple ones by means of the appropriate hooks.
• Figure 1 is an elevation view
• Figure 2 is an elevation view
• Figure 3 is a perspective view of a profile (12) used for re-enclosing the double enclosure plate (11).
• Figure 4 (a) is a detail of a connector (15) for joining a profile (26) to a mesh (14) not present in the figure, (b) of a connector (15) to a mesh double (16) and profile (26).
• Figure 5 is a detail of an arrangement in a fence profile (12), for the transfer and assembly of a double enclosure plate (11), (a) longitudinal section, (b) in cross section, (c ) in a plan view.
• Figure 6 is a detail of the encounter of two double plate walls (11) forming an outer corner.
• Figure 7 is a detail of the encounter of two double plate walls (11), with stone or work covering (17) forming an inner corner.
• Figure 8 is another detail of the encounter of two double plate walls (11) forming an inner corner.
• Figure 9 is an alternative detail of the encounter of two double plate walls (11) forming an inner corner, with an outer layer of stone or work.
• Figure 10 is a detail of the encounter between two walls formed by a simple concrete plate (10) a) with an inner stone and work covering (17), (b) with an outer covering (17) of stone or work.
• Figure 11 is a detail of the encounter of a floor slab (18) with an external double plate (11), a floor or pavement (47) is arranged on top of the plate (18).
• Figure 12 is a floor slab (a) seen in plan (b), in longitudinal section (c) in cross section.
• Figure 13 is a detail for arrangement of a hook (28) with holes (29) on a floor slab (18).
• Figure n ° 14 is a detail of plates (19) for welding in perpendicular encounters between plates (10) and (11), with their connectors (50) welded to (19), (a) in profile (b) in upper floor, (c) in elevation, (d) in perspective.
• Figure 15 is a perspective with a detail of the meeting of slabs (18) with its pavement (47) and double vertical enclosure plates (11), joined by welding profiles (26).
• Figure 16 is a partial longitudinal section of the detail of the connection of floor slabs (18) with the help of profiles (26).
• Figure 17 is a cross section in elevation of the encounter between double vertical plates (11) with a floor slab (18) with its pavement (47).
• Figure 18 is a perspective of the construction of an enclosure (20) based on two double plates (11), at the same height with the aid of plates (48).
• Figure 19 is a perspective of the construction of an enclosure (21) based on two double plates (11) at different height, by means of plates (49).
• Figure 20 is a plan view (a) of a cover plate (21), (b) a longitudinal section, (c) a cross section.
• Figure 21 is an illustrative perspective (a) of placing cover plates with eave (24) forming a cover view, and (b) resting on closing plates (11) with the help of support panels (22).
• Figure 22 is a detail perspective of joining roof plates with eave (24), (a) is a view of the connection of two roof plates with eave (24), with the help of profiles (26) , (b) is a view of support panels (22) for the eave cover plates (24).
• Figure 23 is a partial elevation cross-section of a cover plate (21) with hook detail (23) for its solidarity transfer to a double mesh (16).
• Figure 24 is a cross-sectional elevation of a cover eave piece (24).
• Figure 25 is a partial elevation cross section of an Arab tile roof (42) based on cover plates (24) with encounter with double enclosure plates (11).
• Figure 26 is a partial elevation cross-section of a roof with slate pieces (43) with a double enclosure plate encounter (11).
• Figure 27 is a perspective in which (a) the way of joining single (10) or double plates (11) between them, (b) between them (10) and a slab plate (18) is shown based on plates (33, 34 and 35).
• Figure 28 is a detail of joining panels of all types single or double to testa (10,11) by the ends by welding (37) profiles (26).
• Figure 29 is a partial elevation cross-section of a double plate junction detail (11) with welding (37) of the profiles (26).
• Figure 30 is a partial cross-sectional elevation of a single plate junction detail (10) by welding (37) profiles (26).
• Figure 31 is a cross section in partial elevation with detail of a ridge (53) with a tile finish (42) based on cover plates (21) protected with an insulating layer (40).
• Figure 32 is a partial elevation cross section in detail of a ridge (53) with zinc finish using cover plates (21) protected with an insulating layer (40) and slate pieces (43).
• Figure 33 is a perspective view of a plate (49) designed for joining double plates (10) as detailed in the following figure.
• Figure 34 is a partial longitudinal section in elevation of the connection of a simple vertical plate (10), with another simple horizontal plate (10) with the aid of a plate (49).
• Figure 35 is a perspective view of a plate (50) designed to allow the joining of two simple panels (10).
• Figure 36 is a longitudinal elevation section of the joint detail of a simple vertical plate (10) with a simple horizontal plate (10) with the aid of a plate (50).
• Figure 37 is a longitudinal elevation section of the junction of two plates (11) with the aid of a plate (50) and welding (37) in the fence profiles
• Figure 38 is a longitudinal section in elevation of the junction of two plates (10) with the aid of a plate (50) and welding (37) in the fence profiles
• Figure 39 is a partial longitudinal elevation section of a foundation well (54) constructed in accordance with the object of the invention.
• Figure 40 is a longitudinal section in partial elevation of insulated shoes (55) constructed in accordance with the system object of the invention in which double plates (11) rests.
• Figure 41 is a longitudinal elevation section of a surface foundation detail by means of insulated footings (55), on land filled by forging (56).
• the recommended system is formed by the combination of the following elements:. Simple plates (10). . Double enclosure plates (11) with an inner plate (44) and an outer plate (57). . Forging plate 18.. Cover plate (21). . Support panels (22). . Eaves (24). .
• the simple plates (10) is one of the objects of the invention, as can be seen in figure 1, it is formed by a structure of double meshes (16) filled with concrete with a fence at its ends sides with the corresponding "UPN" (26), all formwork inside a mold.
• these single boards (10) have openings (25), they are reinforced around the perimeter by corresponding inmates (27), figure n ° I to joining the lath (16) to recercados with "UPN "(26) by means of connectors (15), as can be seen in the view (c) of figure 1.
• the double enclosure plates (11) as can be seen in figure 2 show the same resistant structure as that described for simple plates (10), except that as can be seen in figure 2b, it is formed by two plates, an exterior (57) of 60 mm with an enclosure function and an interior (44) 80 mm thick with structural function, with an intermediate insulating layer (40).
• an exterior (57) of 60 mm with an enclosure function 60 mm with an enclosure function and an interior (44) 80 mm thick with structural function, with an intermediate insulating layer (40).
• the union of the double meshes (16) of the double closing plates (11) with the UPN (26) of approach can be seen in figure 3 and 4 in which the "UPN" (26) in their part horizontal, they receive the connectors (15) perpendicular to them and parallel to their wings.
• the connectors being perpendicular to the base of (26), are perpendicular to their wings, as can be seen in Figure 4b. Since the plates object of the present system (10), (11), (18), (21) and (22) are difficult to transfer due to their weight, and to facilitate their handling, they have been provided therein, as it can be seen in figure 5, of hooks formed by round ones (30) as can be seen in figure 5 (a) and (c) welded to the wings of an "UPN" (26), having been provided in the horizontal part of (26) of a drill (31), so that the operator with his crane passes the hook of said apparatus through the drill (31), surrounding the round (30) and being able to move the double plate (11).
• FIG. 5b Another alternative embodiment of hook is the one shown in figure 5b), in which the "UPN" (26) to which the round (30) has been welded to the wings thereof, and the connector (15) to a metal cover plate (32).
• the floor slabs (18) that can be seen in figure 12 are composed of a double mesh (16) and view (b) and can be manipulated by hooks which, as can be seen in figure 13, they are formed by a round (28) in the form of a "U” that in turn extend into horizontal arms, which are welded to the double mesh (16), being pre-formed on the surface of the plates (18) of some holes (29 ), as can be seen in figure 12 (a) and (13), so that the hook of a conventional crane is placed below the round (28), and in this way it is possible to move said floor slabs (18) until they are placed in the right place.
• the cover plates (21) as can be seen in figure 20 (a) and (b) have a structure formed by a double mesh (16) to which two rounded rounds (58) have been added as a system of reinforcement for the plate manipulation hooks (21), described and depicted in Figure No. 13.
• the construction system using the single (10) double (11), forging (18) and cover (21) plates ) can be seen by combining them in the way shown in Figure 27 in which, by joining the "UPN" (26) approach, they are welded to the forehead as can be seen in detail 1 and 3 of view b) of figure 27, or by means of simple plates (19), (33), (34) and (35) welded to the "UPN" (26) at the appropriate points as It is shown in details 2, 4 and 5.
• view (b) shows the same construction as in the view (a) but exploded in greater detail of the plate joining system (10) and (11), or testa with continuous welding flattened with cords (37), or with the help of the corresponding plates (33), (34) and (35) resting on a floor slab (18) and supported (10) to (18) by means of plates (33) .
• the double cover plates with eaves (24) as can be seen in Figure 21 (b) rest on support panels (22), which configure the geometry of the cover and the inclination of the plates. deck (21) or eave (24).
• roofs As shown in figures 25, 26, 31 and 32, in which a roof section can be seen with double plates (11), provided with the corresponding thermal insulator (40), so that the eave cover plate (24) rests on the double plate (11) and more specifically on the "UPN" (26) approach, interposing the corresponding filling of projected polyurethane (38) and, the mortar (39), placing an insulating plate (40) on top of the plate cover (24) and on it, a mortar plate (41) and finally the corresponding tiles (42).
• the roof is constructed by the same system as described for figure 25 with the only change of the slate pieces (43) instead of the tiles (42).
• FIG. 15 shows the union of a double plate (11) or a slab plate (18), by cutting the inner face (44) of (11), for the entrance to the plate (18).
• the enclosure wall is formed on the basis of plates (11) by welding the corresponding "UPN" (26), and the floor slabs (18) are housed in the hole (45) delimited by the two inner faces ( 44) of said plates (11).
• a floor (46) is formed, for example, by one or more floor slabs (18), as can be seen in figure 16, joined through the "UPN" (26) being deposited on the upper face of the plate of forged (18) a layer of mortar filling (62) for the passage of the facilities if necessary, and the pieces of the pavement (47) above the layer (42).
• a layer of mortar filling (62) for the passage of the facilities if necessary, and the pieces of the pavement (47) above the layer (42).
• you want to form double enclosure walls they are placed at regular distances of 150 cm, as shown in figure 18 rectangular plates (48) welded to the wings of the "UPN" (26) of the plates (11) by welding 4 cm on each side of the plate.
• L-shaped plates (49) are used that are welded at one end to the base of the profile (26) and at the other end to one of the wings of "UPN" (26), as can be seen in figure n ° 19.
• the joining of plates are simple (10) or double (11) at their ends, can be seen in figures n ° 28, 29 and 30, in which the welding of the profiles is used metallic or "UPN" (26), by means of simple flat welding with bead (37), both in the case of double mesh plates (16), as shown in figure 37 and in the case of plates simple mesh (14), see figure 38.
• foundation wells (54) have been designed in which the double plates (11) or the like rest on a concrete slab (64) formed by a concrete shoe ( 55), resting in turn on cleaning concrete (61) on sturdy ground, see figures 39 and 40, the floor is constructed with a layer of mortar (59) and a pavement (47) on top.
• a floor structure (56) is added as a reinforcement below the shoe (55), in order to increase the resistance of
• the foundation supporting the construction based on the aforementioned plates (10, 11) the floor is constructed with a layer of mortar (59) and on top of a pavement (47).

Priority Applications (3)

Applications Claiming Priority (2)

Publications (1)

Family

ID=35428439

Family Applications (1)

Country Status (6)

Cited By (1)

Families Citing this family (6)

Citations (7)

• 2004
  • 2004-05-20 ES ES200401213A patent/ES2289844B1/es not_active Expired - Fee Related
• 2005
  • 2005-05-06 PT PT103271A patent/PT103271B/pt not_active IP Right Cessation
  • 2005-05-18 DE DE602005020932T patent/DE602005020932D1/de active Active
  • 2005-05-18 EP EP05750229A patent/EP1757750B1/de not_active Not-in-force
  • 2005-05-18 AT AT05750229T patent/ATE466147T1/de not_active IP Right Cessation
  • 2005-05-18 WO PCT/ES2005/000274 patent/WO2005113912A1/es not_active Application Discontinuation

Patent Citations (8)

Also Published As

Similar Documents

Legal Events