Classifications

• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/38—Connections for building structures in general
  • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
  • E04B1/4114—Elements with sockets
  • E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
  • E04B2/88—Curtain walls
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
  • E04B2/88—Curtain walls
  • E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
  • E04F13/00—Coverings or linings, e.g. for walls or ceilings
  • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
  • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
  • E04F13/00—Coverings or linings, e.g. for walls or ceilings
  • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
  • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
  • E04F13/0801—Separate fastening elements
  • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
  • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
  • E04F13/0816—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements extending into the back side of the covering elements
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
  • E04F13/00—Coverings or linings, e.g. for walls or ceilings
  • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
  • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
  • E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
  • E04F13/141—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of concrete
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
  • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
  • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
  • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/38—Connections for building structures in general
  • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
  • E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires

Definitions

• the present invention relates to a functional system of a cement mortar panel with prestressed biaxial reinforcement.
• the invention it is understood as a system, the set of things that related to each other in an orderly manner contribute to the overall good quality of said panel.
• the panel in the construction of buildings, is intended for the closure of the openings of the structure of a building, both the exterior openings, in which case it presents the textured face to constitute the facade, as the interior openings, in which case no They need texture on their face, which define the courtyards of the building.
• the panel consists of a cement mortar panel that, being between 2 and 7 centimeters thick, includes a prestressed biaxial reinforcement that is formed by two series of prestressed cables or rods, which are parallel and equidistant from each other within the same series and the series cross orthogonally without mutual solidarity to configure an assembly grid.
• the solution to configure some of the elements of the previous system has been adopted, such as the versatile actuation means, so that they are more neutral in their transcendence outside the panel and more resistant to conditions climatic, the means of suspension to the structure of a building provided with means that control the seismic phenomena and the settlement movements of the building and the means of reducing the humidity inside the building.
• the functional system object of the present invention has been developed, which essentially consists in that the cement mortar panel has in its mass embedded versatile actuation means on the panel assembly that allow its manipulation and / or its fixation to suspension means to the structure of a building, to means that control the phenomena seismic and settlement movements of the building, a means of reducing the humidity inside the building and a means that reduce the infiltration of moisture inside the panel.
• a feature of the invention consists in the fact that the versatile actuation means on the panel assembly, which allow its manipulation and / or its fixing to suspension means to the structure of a building, are constituted by an oblong shaped body by a thick plate that, as an omega, forms a central rectangular arch that is flanked by two lateral arms, which are symmetrical with respect to the central arch and coplanar to each other and constitute the main means of retention of the body within the mortar , the central section of said central rectangular arch centrally presenting a threaded through hole for sequential insertion of the handling means and of the anchoring means and a dimension of the assembly such that it allows the lateral arms to be located in the middle interior area of the panel in which the biaxial armor is located.
• Another feature of the invention which is suitable for a metal structure formed by vertical upright profiles and horizontal cross sections that is intended to facilitate the suspension of architectural panels in reinforced concrete structure buildings, consists in the provision of a plurality of clamps that, provided with stable fixing means in the edges of the floor slabs of a reinforced concrete structure, the clamps being individually arranged in vertical alignment in said edges to coaxially form vertical rows of guide for the accommodation and the retention of the profiles of upright that are related to each other by crossbars on which the suspension means on which the backs of the architectural panels are provided are located and fixed.
• the clamps are constituted by a quadrangular bushing or ring that is coplanarly provided on one of its two-ear faces, which configure the bushing as a bridge, as means of fixing of the bushing to the edge of the floor in a suitable position for the vertical passage of the upright profiles, including the middle ears for anchoring the bushing to the edge of the building slab.
• the front face of the bushing which is the one that is opposite the seat surface of the bushing in the edge of the floor, has a vertical collision hole.
• the clamps are constituted by a portion of folded plate that, forming a rectangular arch, extends orthogonally by its two free ends in two coplanar and symmetrical ears that constitute the means of horizontal fixing of the bushing to the edge of the floor of the edification.
• Another feature of the invention which is applicable to the case in which the versatile actuation means on the panel assembly that allow its manipulation and / or its fixing to suspension means to the structure of a building are constituted by studs constituted by short and thick bodies.
• the lateral area of the short and thick body which is comprised between the retention means and the anchoring means that have an end area flush with the surface of the face not seen from the panel, presents its lateral area provided with accidents that increase the amount of its surface and the distance to be traveled on it by the humidity that may infiltrate the space that, due to thermal expansion and / or contractions, may have been created between said body and the cement mortar of the panel in which It is inserted.
• the short and thick body basically has a configuration in its lateral zone of the group comprising the conical surfaces, the cylindrical surfaces, the oval surfaces and the prismatic surfaces.
• the outer contact line between the block and the cement mortar is susceptible to being covered and closed with a washer that includes a sealing gasket arrangement.
• Another feature of the invention which is especially applicable to a wall for buildings with ecological characteristics, in which its facades are of the type preferably constituted by prefabricated cement mortar panels of a thickness of the order of 3 centimeters that they are fixed to a completely metal independent structure, or to a metal structure associated with a reinforced concrete structure, and that between said panels and metal structure a ventilated chamber, is specified in the fact that Ia
• the supporting structure of the facade whether metallic or mixed, has its front surface completely covered by a breathable sheet, which is that which is comprised within the ventilated chamber and faces the back of the prefabricated facade panels with which they make up said ventilated chamber, said sheet being breathable only for the air and humidity inside the building and Io is exclusively in the unidirectional direction from inside the building to the ventilated chamber.
• a water-repellent and breathable board is attached, with the mortar layer being provided with a mortar layer Foamed, also breathable, projected on said adjoining face towards the aforementioned rear surface of the structure.
• a water-repellent board which has one of its faces covered by a projected layer of foamed mortar, is attached by this face covered against the back surface of the support structure, rear surface that is the opposite of the previous surface that is It is covered by the breathable sheet.
• the insulating material blanket consists of a semi-rigid self-supporting material that is arranged between the waterproof and breathable board and the set of gypsum boards, with possible exclusion of the support support of the metal profile frame.
• the breathable foamed mortar is armed with materials of the group comprising cellulose fibers, rock wool, glass fibers and synthetic fibers.
• an anti-seismic device which is of special application in the case in which the prefabricated panels that close the structure of a building are attached to the structure by means of a plurality of fixing elements constituted by a threaded rod that engages, at one end, in the threaded through hole of a versatile plug embedded in the panel and is fixed to it by means of a nut, while, at the other end, it is fixed, by means of two nuts and locknuts a polygonal base plate which fits at one of its edges in a channel of a supporting profile integral with the structure of the building, is a 'locking means which, in a practicable manner, stabilize the settling of the plate polygonal The channel of the support profile integral to the structure of the building.
• the locking means consist of a retention profile that, being integral in cantilever and in a practicable way to the structure of the building, at its free end, in a flexible and elastic way, presents a inverted channel intended to fit on one side of the polygonal seat plate opposite the side with which it is seated in the support profile channel integral to the structure of the building in order to stabilize the settlement of said polygonal plate.
• the polygonal plate has attached to its face that is facing the support structure and suspended in the upper edge of the polygonal plate riding on this edge, some locking means formed by a piece of metal plate that presents, centered, a window through which the lock nut of said polygonal seat plate looms freely and a lower end that bends in a perpendicular fin.
• the polygonal fin on the one hand, sits on the upper face of a horizontal section of the angled support profile integral to the structure and, on the other hand, is supported through said horizontal section of the angled support profile to a stiffening profile of the latter, which is located in an interlocked manner between the channel of said angled support profile and a vertical section thereof in solidarity with the support structure.
• the window of the metal plate part has dimensions that allow the positional lock nut of the polygonal seat plate to be shown and the rotation of the lock nut at the time of its manipulation to fix the position of said polygonal seat plate .
• the stiffening profile is of tubular configuration of rectangular straight section and of length such that it allows to occupy an indefinite length of the angled support profile of the group comprising the whole of said length or a plurality of independent portions thereof that are They are distanced regularly.
• Figure 1 represents, in perspective, an embodiment of a versatile block in accordance with the present invention.
• Figure 2 represents, in side elevation, an embodiment of the means that coupled to the versatile block allow the manipulation of the panel.
• Figure 3 represents, in side elevation and partially in section, an anchor point of a panel to a support structure of a building.
• Figure 4 represents, in side elevation and partially in section, a point of the panel in which a block is attached to a manipulation means like that of Figure 2.
• Figure 5 represents, in side elevation and partially in section, the arrangement of a panel at the time of its demolding.
• Figure 6 represents, in section, an embodiment of the structure object of the invention in which a clamp variant, an upright and a crossbar variant are observed, all related, through the clamps, with the slabs of a reinforced concrete building structure and a cement mortar panel with biaxially prestressed reinforcement suspended in said structure.
• Figure 7 represents, in perspective, a detail of one of the possible embodiments of clamp once fixed in the edge of a floor slab of a reinforced concrete building structure and positioned with retention in it of a stile, drawn in line of strokes to facilitate the vision of the clamp.
• Figure 8 represents, analogously to the case of Figure 7, a detail of a second of the possible embodiments of clamp once fixed in the edge of a floor slab of a reinforced concrete building structure and positioned with retention in Ia same of a stile, drawn in line of strokes to facilitate the vision of the clamp.
• Figure 9 represents, in perspective, a floor slab in which the lower ends of a series of metal upright profiles anchored by its lower end in a lower horizontal metal profile and another series of upright metal profiles anchored by its upper end to an upper horizontal metal profile, both horizontal metal profiles mounted on the same floor slab.
• Figure 10 represents, according to a detail in section, the fixing method with the possibility of movement of the upper end of a metal profile of a post at a point of the upper horizontal metal profile, all in a situation in which no one has occurred settlement of the reinforced concrete structure.
• Figure 11 represents, according to a detail in section, the way in which, after a settling movement of the concrete structure has occurred, the fixing of the upper end of an upright metal profile, represented in the previous figure, in Ia that said upper end is located in the vicinity of the bottom of the upper horizontal metal profile.
• Figure 12 represents, in elevation, a section of a cement mortar panel, with a block formed by a short and thick body according to an embodiment prior to that of the present invention.
• Figure 13 represents, analogously to the case of Figure 6, a block formed by a short and thick body according to an embodiment of the present invention, in which the accidents are protruding from the lateral area thereof.
• Figure 14 represents, analogously to the case of Figure 7, a block formed by a short and thick body according to an embodiment of the present invention, in which the accidents constitute recesses of the lateral area thereof.
• Figure 15 represents, in section according to a vertical plane, a fragment of an embodiment of a complex wall object of the invention.
• Figure 16 represents, in partial and sequentially sectioned perspective, a fragment of a complex wall like that of the previous figure seen from the outside.
• Figure 17 represents, in side elevation and partially in section, two anchor points of as many adjacent panels attached to a support structure of a building, all of them equipped with the earthquake prevention device of the invention.
• Figure 18 represents, in side elevation and partially sectioned, an anchor point of a panel in an angled support profile made in accordance with the object of the present invention.
• Figure 19 represents, in front elevation, a detail of the sheet metal part in which the arrangement of the window and its relationship with Ia against nut fixing the positioning of the polygonal seat plate.
• FIG 1 shows a preferred embodiment of a versatile block 100 constructed in accordance with the present invention.
• the versatile block 100 is formed by a single piece obtained by successive punching and bending of a thick plate. This has the purpose of obtaining an oblong body that shaped as a rectangular omega, configures a central rectangular arch 111, which materializes the anchoring means 107.
• the central rectangular arch 111 is flanked by two lateral arms 112, which materialize the means of retention 106.
• These retention means 106 are symmetrical with respect to the central rectangular arch 111 and coplanar to each other.
• the retention means 106 constitute the main means of retention of the oblong body within the mortar.
• the central section 113 of said central rectangular arch 111, acting as anchoring means 107 has a central threaded through hole 114 for sequential insertion of the manipulation means 108 of Figure 2 and of the fixing means 109 in Figure 3 .
• the versatile block 100 has a dimension D such that it allows said lateral arms 112 to be located in the middle inner zone of the panel 102 in which the cables 105 or rods of the biaxial reinforcement are located.
• the oblong body is constituted by a plate, preferably of a ferric material such as steel, without excluding other materials.
• the plate can be formed by a succession of punching and pressing operations, without excluding possibility of making it by molding by microfusion or other procedure.
• the oblong body consists of a solid single piece that has its rounded transverse edges 115, both convex and concave.
• Figure 2 shows an embodiment of the manipulation means 108 of the panel 102.
• the manipulation means 108 allows the manipulation of the versatile block 100 to be inserted into the panel 102 in the molding phase. Finally, they allow the demoulding and transport of panel 102, by adopting the position of Figure 4.
• manipulation means 108 of the panel 102 are constituted by a steel rod 116 having a threaded end 117, which can be detachably coupled to the threaded through hole 114 provided in the central section 113 of the central rectangular arc 111 of the versatile block 100.
• the manipulation means 108 have a grip 118, which, as shown in Figure 5, is intended to allow it to be trapped by the clamp 119A of a conveyor 119.
• the conveyor 119 proceeds to the insertion of the versatile studs 100 into the mass of soft mortar deposited in the mold 120 forming the panel 102 on a textured plate 120A in a closed environment by means of a closure plate 121 of the mouth of the mold 120.
• the manipulation means 108 allow the removal of the panel 102 from the mold 120 and the transport thereof to the setting facilities and, of the setting lations, warehouses and / or works.
• fastening elements are inserted in the threaded through holes 114 of the central rectangular arch 111 109.
• These fasteners 109 are constituted by a threaded rod 122 which is coupled, at one end, in the threaded through hole 114 of the central section 113 of the central rectangular arch 111 and is fixed thereto by means of a nut 123, while , at its other end, a seat plate 126 that fits in a channel 127 of a cross-section profile 128 of supportive support to the uprights 110 of the structure of a building is fixed by means of respective nuts 124 and locknuts 125.
• Figure 6 shows a possible application to a structure of a building 134 in which a clamp variant 129, an upright 130 and a crossbar variant 131 are observed, all related, through the clamps 129, with the edges 132 of the floor slabs
• the crossbars 131 which are intended to support the emerging suspension means 137, in one case, can adopt the doubly angled configuration or, in other cases such as those shown in Figures 15 and 16, the configuration of a flattened rail in "C "with openings in the upper edge for the entry of the seat plates 138 of the suspension means 137 anchored in the plugs 139 embedded in the panel 135 between the biaxially prestressed reinforcements 136.
• Figure 7 illustrates the case in which the clamp 129 is formed by a quadrangular bushing 142 that is integral with a plate 146.
• the free ends of the plate 146 configure the ears 141 which are provided with holes for the passage of the means. anchoring to the edge 132 of the floor slab 133 of the building structure 134 of reinforced concrete by means of the nails 140.
• the front face 144 of the quadrangular bushing 142 has the aforementioned coliso hole 145 for anchoring the stud 130.
• Figure 8 shows the case in which the clamp 129A is formed by a folded plate portion 147 which, forming an open socket 142 in the form of a square arc 148, extends orthogonally by its two free ends in two ears 141, which They are coplanar and symmetric.
• the two ears 141 are provided with holes for the passage of nails 140, which constitute the fixing means of the bush 142 open to the edge 132 of the floor slab 133 of the structure of the building.
• the bushing 142 houses the stud 130 and Io imprisons through the anchors 143 through the hole 145.
• Figure 9 shows a way of carrying out according to the invention the enclosure structure for the construction, which consists of the arrangement on the floor slab 149 of a waterproof and flexible sheet 150, constituted, for example, by a elastomeric material such as butyl.
• This sheet 150 is mounted on the floor slab 149 overlapping an upper marginal area 150A on the floor 149 and allowing the rest of the sheet 150 to hang, which, in a central area 150B, covers the edge of the floor slab 149, while another 150C lower marginal zone is suspended
• the aforementioned upper marginal zone 15OA serves as a seat to a lower horizontal metallic profile 151, which is designated as inferior with respect to the opening of an upper floor, which is installed with a slight overhang with respect to the floor slab edge 149 and is fixed to it by means of a screw.
• the lower horizontal metallic profile 151 is coplanarly complemented by an upper horizontal metallic profile 152, which is designated as superior with respect to the opening of a lower floor.
• the lower marginal zone 150C of the sheet 150 laterally covers the upper horizontal metal profile 152, located on the lower face of the same floor slab 149.
• the lower horizontal metal profiles 151 and upper 152 located within the same opening between two successive floor slabs 149, are intended to support metal profiles of upright 153, and as "U" profiles, respectively, have bottoms 151 A and 152A and side branches 151 B and 152B.
• the lower horizontal metal profiles 151 have holes 151 in their lateral branches 151 for the passage of anchoring screws of the lower ends 153A of the metal profiles 153.
• the upper ends 153B of these metal stud profiles 153 are coupled to the corresponding lateral branches 152B of the upper horizontal metal profile 152 by an arrangement formed by two vertical collision holes 155, provided in the transverse direction of said branches 152B, and screws 156 which, through the said vertical collision holes 155, are fixed at the upper end 153B of the metal profile 153.
• These screws 156 can consist of any kind of screws, rivets, pins or any means of retention that allows mutual displacement caused by the presence of efforts determined by the settlement of the reinforced concrete structure building.
• Figure 10 shows a fixing method with the possibility of movement of the upper end 153B of a metal profile of the post 153 to the bottom 152A of the upper horizontal metal profile 152.
• the length L of the vertical collision holes 155 provided in the lateral branches 152B of the upper horizontal metal profiles 152 is equal to or greater than the distance D 1 provided between the upper end 153B of the metal profile of upright 153 and the bottom 152A of the upper horizontal metal profile 152, in the case in which the settlement of the concrete structure of the building occurs.
• Figure 11 illustrates the way in which, after a settling movement of the concrete structure has occurred, the fixing of the upper end 153B of a metal profile of post 153, represented in the previous figure, remains. In this situation, said upper end 153B moves upwardly in the vicinity of the bottom 152A of the upper horizontal metal profile 152.
• a block is shown for guidance, which, according to the applicant's technique of the present invention, constitutes the fixing means of a cement mortar panel of prestressed biaxial reinforcement, to the structure of a building.
• the fixing means being inserted in the mortar mass before its setting and inside the grids formed by the reinforcements, are so that the retention means of the fixing means are housed in said mortar mass slightly by under the prestressed reinforcements and without reaching the visible face of the panel.
• the means of anchoring to the structure of the building have a flush area with the surface of the face not seen from the panel.
• Figure 12 shows the case of a block 157, already disclosed by the applicant of the present invention, which is constituted by a body 158 short and thick presenting the retention means 159 to the cement mortar mass that constitutes the panel 160.
• the retention means
• the body 158 is located on the prestressed biaxial reinforcements 161 and distanced from the face seen 162 of the panel 160. At the same time the body 158 presents the anchoring means 163 with its threaded axial hole 168 in an area flush with the surface of the face not seen 169 of panel 160. It is noteworthy that the body 158 has its conical lateral surface 170, whereby its retention in the panel 160 is improved.
• a block 171 showing the same characteristics as the block 157 of Figure 12 is shown, except that the lateral surface 172 of its short and thick body 173 has reliefs 174 protruding to said lateral surface 172.
• the reliefs 174 adopt the annular configuration, without excluding that they may adopt other configurations, such as, for example, the helical one.
• a block 175 is shown that has the same characteristics as block 157 of Figure 12, except that the lateral surface 176 of its short and thick body 177 has recesses 178 below said lateral surface 176
• the recesses 178 adopt the annular configuration, without excluding that they may adopt other configurations, such as, for example, the helical one.
• the outer contact line 179 between the block 157, 171 and 175 and the cement mortar of the panel 160 is capable of being covered and closed with an elastic washer 180 which constitutes a sealing gasket arrangement.
• a complex wall in which its facades are of the type preferably constituted by prefabricated cement mortar panels 181 of a thickness of the order of three centimeters.
• the prefabricated panels 181 are fixed to an independent, totally metallic support structure or to a metal support structure 182 associated with a reinforced concrete support structure materialized in a floor 183, conforming between said panels 181 and metal support structure 182, a ventilated chamber 184.
• the support structure 182 of the facade whether metallic or mixed, has its front surface covered, which is comprised within the ventilated chamber 184 and faces the back of the prefabricated facade panels 181 with which they form said ventilated chamber 184, by a breathable sheet 185.
• the breathable sheet 185 Io is only for the air and humidity inside the building and exclusively in the unidirectional direction from inside the building to the ventilated chamber 184.
• the slabs 183 constitute the work part of the mixed support structure
• the other Metal part 182 of the same structure is constituted by "U" 186 metal profiles, in the function of crossbars.
• These metal profiles 186 are fixed to the facing faces of two contiguous slabs 183 and arranged with their facing concavities, which are related by metal profiles in "C” 187, depending on uprights.
• a water-repellent and breathable board 188 is attached on the rear surface of the metal support structure 182, which is opposite to that which contains the breathable sheet 185.
• the board 188 is provided with a layer of foamed mortar 189, also breathable, projected on said side of the wall towards the metal support structure 182.
• the water-repellent and breathable board 188 which is attached to the metal support structure 182 on the face that incorporates the projected layer of foamed mortar 189, is also attached on its other side to a support frame 190 of "C" metal profiles 191.
• the support frame 190 maintains in its interior, and parallel to said face of the water-resistant board 188, a blanket 192 of an insulating material, which being of a self-supporting semi-rigid material allows the possibility of excluding the support assistance provided by the aforementioned support frame 190.
• a set of two gypsum boards 193 and 194 are attached to each other, of which, the board 194 which is the most located inside the building, is covered by a layer of breathable paint 195.
• the breathable foamed mortar 189 is armed with materials of the group comprising cellulose fibers, rock wool, glass fibers and synthetic fibers.
• a polygonal seat plate 209 that fits in a channel 210 of a channel is fixed by means of nuts 202 and corresponding locknuts 203 support profile 211 integral to the structure 197 of a building.
• the object is to provide locking means 212 which, in a practicable way, stabilize the seat polygonal plate 209 in the channel 210 of the support profile 211 integral with the structure 197 of the Ia in a flexible and elastic way. edification.
• the aforementioned locking means 212 consist of a retention profile 213 which is cantilever and detachable in connection with the structure 197 of the building.
• the retention profile 213 at its free end, in conditions of flexibility and elasticity, has an inverted channel 214 intended to fit on one side of the polygonal seat plate 209. This side is opposite to the side with which it is seated in the channel 210 of the support profile 211 integral to the structure of the building 197.
• the arrangement of support profiles 211 and cantilever 213 gives the installation thereof adequate flexibility and elasticity that allows slight displacements of panels 196 and 196A without damaging The stability of the panels 196, 196A in the structure 197 of the building.
• the polygonal seat plate 209 which will preferably be of rectangular or square configuration, can adopt other configurations, without excluding in an extreme case the circular configuration understood as polygonal of infinite sides.
• the versatile studs may be of another configuration as described, provided that they have a threaded hole for the insertion of the threaded rod 200 or have an equivalent element.
• the form carried out to date of how a fixing point of a panel 216 was installed in the building 197 has been described.
• the description of the object of the invention that consists in arranging means of lock 226 which, in a removable form, rigidly stabilize the settlement of the polygonal seat plate 223 in the channel 224 of the angled support profile 225 integral to the structure 197 of the building.
• the device of the invention recommends that the polygonal seat plate 223 has attached to its face A, which is facing the support structure of the building 197, and suspended in the upper edge B of the polygonal seat plate 223, riding on it, of a locking means 226.
• the locking means 226 consist of a piece of metal plate 227 that has, centrally, a window 228 through which the lock nut 222 of fixing said polygonal seat plate 223 and a lower end that bends perpendicularly on a fin 229.
• the fin 229 sits on the upper face of a horizontal section 230 of the angled support profile 225 integral with the structure of the building 197 and, on the other hand , is connected, by means of a screw 231 or other means, through said horizontal section 230 of the angled support profile 225 to a stiffening profile 232 of the latter.
• the stiffening profile 232 is located in a form fitted between the channel 224 of said angled support profile 225 and a vertical section 233 thereof joined to the structure of the building.
• the window 228 of the metal plate piece 227 has dimensions that allow the lock nut 222 to positionally position the polygonal seat plate 223 and the rotation of said lock nut to appear 222 at the time of manipulation to fix the position of said polygonal seat plate 223.
• the stiffening profile 232 is of tubular configuration of rectangular straight section and of an indefinite length such that it allows to occupy a length of the angled support profile 225 of the group comprising all of said length or a plurality of independent portions of the same that are distanced regularly.
• another type of profile could be used and even die-cut fins of the angled support profile 225 itself that in position perpendicular they were arranged just below the horizontal section 230 affecting the wall of the channel 224.

Priority Applications (10)

Applications Claiming Priority (8)

Publications (1)

Family

ID=42827504

Family Applications (1)

Country Status (13)

Cited By (1)

Families Citing this family (22)

Citations (12)

Family Cites Families (4)

• 2010
  • 2010-03-26 RU RU2011143756/03A patent/RU2011143756A/ru not_active Application Discontinuation
  • 2010-03-26 EP EP10758082A patent/EP2415943A1/en not_active Withdrawn
  • 2010-03-26 KR KR1020117023780A patent/KR20120027141A/ko unknown
  • 2010-03-26 SG SG2011066834A patent/SG174431A1/en unknown
  • 2010-03-26 CN CN201080015683.8A patent/CN102369329B/zh not_active Expired - Fee Related
  • 2010-03-26 AU AU2010230096A patent/AU2010230096A1/en not_active Abandoned
  • 2010-03-26 MX MX2011010393A patent/MX2011010393A/es not_active Application Discontinuation
  • 2010-03-26 WO PCT/ES2010/000124 patent/WO2010112634A1/es active Application Filing
  • 2010-03-26 JP JP2012502718A patent/JP2012522153A/ja not_active Withdrawn
  • 2010-03-26 BR BRPI1014732A patent/BRPI1014732A2/pt not_active IP Right Cessation
  • 2010-03-26 CA CA2757153A patent/CA2757153A1/en not_active Abandoned
  • 2010-03-26 US US13/266,407 patent/US20120055102A1/en not_active Abandoned
• 2011
  • 2011-09-19 CU CU20110175A patent/CU20110175A7/es unknown

Patent Citations (12)

Also Published As

Similar Documents

Legal Events