Classifications

• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
  • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
  • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
• • 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
  • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
  • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
  • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
  • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
• • 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
  • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
  • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
  • E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
• • 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
  • E04B2/84—Walls made by casting, pouring, or tamping in situ
  • E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
  • E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
• • 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
  • E04B2/84—Walls made by casting, pouring, or tamping in situ
  • E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
  • E04B2/847—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising an insulating foam panel

Definitions

• the invention relates to the design and method of using a building construction system based on the use of prefabricated panels of metal spatial structure, particularly steel, and expanded metal sheets, the method with which they are assembled together, and are coated with concrete or cement mortar at the construction site; which is provided as building material or as kits (set of pieces to assemble a house).
• Graph # 3 Detail of the rods that are used to build the panels and to turn and reinforce them as the case may be.
• Graph # 4 Detail of the different types of joints in the construction of panels or in the use as a construction system.
• Graphic # 5 Detail of the elements that make up the wall panel and different examples of them.
• Graphic # 6 Detail of the elements that make up the slab panel and different examples of them.
• Graphic # 8 Detail of the elements that make up the lintel panel and an example of a connection between wall panels, lintel panel and sill panel.
• Graphic # 9 Example of joining between wall panels forming a larger wall and covering the wall with concrete or cement mortar.
• Graph # 10 Examples of filling with acoustic and thermal material of various types of panels.
• Graphic # 11 Example of the reinforced corner joint of two wall panels including cylindrical cranial and reinforcing rod.
• Graph # 14 Examples of union between wall panels and foundation panels, concrete clad panels or cement mortar.
• Graph # 15 Example of connection between wall panel and earthenware panel using reinforcement rod, concrete clad panels or cement mortar
• Graphic # 16 Example of wall panel joint with slab panels on both sides, concrete clad panels or cement mortar.
• Graphic # 17 Example of joining wall panels (ground floor) wall panels (upper floor) with earthenware panels.
• Graph # 18 example of placement of electrical and sanitary installations in Murotec panels and start of coating with concrete or cement mortar. Description of the components of the Murotec construction system
• the trusses are the structural base of the panel is composed of metal rods preferably between 2800 and 4500kg / cm2 of creep limit, drawn and galvanized or protected against corrosion in thicknesses ranging from 4mm to 8mm.
• the lateral rods are straight and the central rod is zigzag shaped (Cl.l), ladder (C1.2), (C1.3), or combined (C1.4), welded with Mig (arc) or Spot solder (resistance) (according to welding techniques) to the lateral rods, the distance that separates the lateral rods varies from 40mm.
• the nervometal (Graphs # 2) is made of metal sheet preferably of galvanized steel 0.3 to 0.5 mm thick, punched, expanded, and folded to form rigid ribs along the material, the manufactured sheet is folded along forming a three-dimensional figure with a profile that can be variable as we see in the details (Nl.l, NI .2, NI.3) in two of its sides and rectangular in the others, the width, length and thickness of this nerometal box , will depend on the dimensions (Graphs # 5) in which it is introduced within the following limits: width of 6cm. to 40cm in each module, high of 20cm.
• the nervometal is attached to any of the panels (Graphics # 4) with staples (U5), it has a ribbed, wooden or cardboard mesh cover on the top and bottom If the concrete or cement mortar that is being applied does not penetrate inside it, it can also have glued paper (kraft) attached to the inside for the same purpose described above, it can carry inside the acoustic and thermal insulation (Al ) (Graphics # 10) described above that is clamped so that it does not leave the panel. When concrete (Hl) or cement mortar (H2) is applied, the nervometal stiffens into a single body with the trusses (Cl) and rods (VI).
• the nervometal (Graphs # 2) is manufactured with metal sheet preferably of 0.3 to 0.5 mm thick galvanized steel, punched (alternating cuts of 1 to 3 cm) along the panel, expanded (stretched to open the cuts made) , and folded to form rigid nerves along the material, the manufactured laaniin is folded along it forming a three-dimensional rhomboid figure (N2.1, N2.2), the upper side being (considering that the panel is lying down) 5cm wider than the bottom one so that when the upper concrete layer is placed, ribs are formed to support the compression loads that are generated.
• the width, length and thickness will depend on the panel (P2) in which it is inserted within the following limits width from 6 to 40 cm, length from 20 to 600 cm, thickness from 5 to 20 cm, the nervous is attached to any of the panels (P2) with staples (U4), it has a ribbed mesh, wood or cardboard cover on its front and back so that the concrete (Hl) that is being applied does not penetrate inside, it can also have glued packaging paper (kraft) attached to it with the same purpose described above, it can also have the acoustic and thermal insulation (Al) inside (Graphics # 10) indicated Previously that it is held with staples so that it does not leave the panel, when concrete (Hl) or cement mortar (H2) is applied, the nervometal is stiffened forming a single body with the trusses (Cl) and rods (NI) described previously. ( ⁇ 3) ⁇ cylindrical servo
• the cylindrical nerve ( ⁇ 3) (Graphs # 2) is made of metal sheet preferably of galvanized steel 0.3 to 0.5 mm thick, punched, expanded, and folded to form rigid ribs along the material, the manufactured sheet is cut longitudinally in sections of 15cm. to 30cm wide, these are folded forming a cylindrical figure that will have the height of the panel where it is inserted.
• the cylindrical nervometal is used to place in the joints between walls that form corners in L (Graphs # 11) or T (Graphs # 13) or in the wildcards (Graphs # 7) in order that they have a base mesh where concrete (Hl) or cement mortar (H2) is attached when applied, it can also, already placed inside the panel and at the construction site, fill concrete (Hl) and place internally steel rods, to reinforce the joint.
• the rib channel ( ⁇ 4.2) (Graphs # 2) is made of metal sheet preferably of galvanized steel 0.3 to 0.5 mm thick, punched, expanded, and folded to form rigid ribs along the material, the manufactured sheet is Cut it lengthwise into pieces 20cm thick. They are folded into a cubic shape without the top part that will have the width of the panel (Graphs # 15, # 16, # 17).
• the nervous channel is used to place in the joints between walls and slabs so that they have a mesh base where the concrete (Hl) is attached when it is poured.
• Wall panel consisting of two, three, four or five trusses (Cl) parallel and separated between 6cm and 40cm distance, joined with Mig (arc), spot, or autogenous weld to drawn steel rods (NI) from 4mm to 8mm in diameter placed transversely to both sides of the panel and separated between 10cm and 40cm apart depending on the loads and stresses to which it will be subjected, inside the panel is an expanded metal mesh ( ⁇ l) and ribbed in different ways ( ⁇ l.l, ⁇ 1.2, ⁇ 1.3) (Graph # 2), located between every two trusses, fastened to the transverse rods with staples (U5) or welded, the sides of the nerometal are bent towards the inside so that its edges do not hurt users, at the ends it has a cardboard, wood or expanded mesh cover to prevent the interior of the panel from filling the concrete (Hly H2), to its Once inside the nerve joint, acoustic material may or may not be or thermal (Al) which can be
• the rods (NI) and the trusses may or may not protrude width of the panel according to its use
• the wall panel after its placement will be covered with concrete or mortar (Hly H2) of cement with a layer of 1 to 3.5cm thick on the nerve and the structure of steel or other metals in all its sides, its application will be given manually or mechanically, the concrete cladding (Hl) will be done when the wall is structural and bearing, the mortar cladding (H2) will be done when the wall supports only light loads or is embedded between structures of concrete or iron independent of this system.
• the wall panels in its construction site to fill its interior of concrete and irons, to reinforce them.
• Panel slab consisting of two, three, four or five trusses (Cl) parallel and separated between 6cm and 40cm distance, joined with Mig, spot, arc or autogenous weld to rods (NI) of wire drawn steel 4mm to 8mm in diameter placed transversely to both sides (bottom and top) of the panel and separated between 20cm and 40cm distance depending on the loads and stresses to which it will be subjected, inside the panel is a metal-metallic mesh ( ⁇ 2.1, ⁇ 2.2) (Graphs # 2) expanded and veined in the form of a rhomboid, rectangular, or rounded three-dimensional figure, the upper surface of the three-dimensional figure is 3, 5cm shorter on the sides than they join the trusses and on the lower side it is separated lcm from the trusses.
• This figure is located between every two trusses, and attached to the transverse rods with staples (U5) placed manually or mechanically, the sides of the nervometal will be folded inwards so that their edges do not hurt the users, at the ends It has a cardboard, wood or expanded mesh lid, to prevent the interior of the panel from filling in the concrete application process, in turn inside the nervous membrane there may or may not be acoustic and / or thermal material (Al) ( Graphics # 10) which can be expanded polystyrene, fiberglass, pumice polyurethane foam, terrocement, or any material that fulfills that function.
• the application of heavy or granulated thermal acoustic materials will be carried out on site after the panel is placed in its final place, the size of the slab panel varies according to its use and the light it will cover, ranges from 6 cm in height for inaccessible slabs (inclined roofs) up to 25cm for accessible slabs (floors with live load such as people, snow etc.), their width ranges from 20cm in the slab panel made with two trusses to 120cm in the panel made with five trusses, and their length covers lights from 30cm to 600cm depending on the height of the panel and the diameter of its irons.
• the rods (NI) and / or the trusses may or may not project the width of the panel depending on its use.
• the slab panel after its placement will be covered with concrete (Hl) with a layer of 3 to 4 cm thick on the nerve in the upper part and 1 to 2.5 cm of cement mortar (H2) in the lower part, its Application will be executed manually or mechanically.
• Foundations panel consisting of two, three, four or five trusses (Cl) parallel and separated between 6cm and 40cm distance, joined with Mig, spot, arc or autogenous weld to rods (NI) of wire drawn steel 4mm to 8mm in diameter placed transversely to both sides of the panel and separated between 20cm and 40cm distance depending on the loads and efforts to which it will be subjected, the panel has a reinforcement welded (N2) that is placed between the joint Two wall panels with the in order that it transmits the efforts of dead or live loads efficiently towards the foundation panel and this in turn to the ground, depending on the loads that it has to transmit the foundation panel will have greater height and its thicker rods, this panel does not carry but it can have thermal insulation of waterproof type inside that will be placed before its final location.
• NI autogenous weld to rods
• the panel can be placed centrally in relation to the wall or moved to the side.
• the panel will have a length that goes from 30cm to 120cm in accordance with the loads to which the foundation panel is subjected, it will always be placed on the ground on a previously molten concrete layer of at least 5cm so that the iron of the part The bottom of the panel does not come into direct contact with the earth.
• the concrete (Hl) is melted leaving the reinforcing iron that is placed on its side protruding.
• the rods (VI) and / or the trusses may or may not project the width of the panel depending on its use.
• all the wall panels (Pl) can be mounted on the foundation panel (Graphics # 14) before melting the concrete floor.
• Wildcard panel (Graphs # 7) formed by two parallel trusses (Cl) whose separation is variable, which have independently welded transverse rods (NI) of drawn steel of 4mm to 8mm in diameter placed transversely to both sides of the trusses that make up the panel and separated between 20cm and 40cm distance depending on the loads and stresses to which it will be subjected, inside the panel is one or several metal meshes (nerv3) expanded and ribbed in the form of a relatively deformable cylindrical figure, and It can cover different distances in width from 5cm to 30cm.
• the panel has been designed to give the construction system the greatest flexibility and adapt to any type of architectural project. Once the required dimension is established, the joints of the transverse rods are welded.
• the rods (NI) and / or the trusses may or may not project the width of the panel depending on its use.
• the wildcard panel after its placement will be covered with concrete (Hl) or cement mortar (H2) with a 2.5cm thick layer on the nerve and the steel structure on all sides, its application will be given manually or mechanically
• Panel lintel Panel lintel (Graphics # 8) is similar in its characteristics to the wall panel (Pl), but it works supported by the sides, without lower support so it is necessary to reinforce it by placing diagonals on the front and back With the rod similar to that of the truss joint (VI) in this panel, the rods that form the sides of the trusses of 10cm to 15cm on each side stand out, so that it can be attached to the panel.
• the wall panel after its installation will be covered with concrete (Hl) or cement mortar (H2) with a 2.5cm thick layer on the nerve in all its sides, its application will be given manually or mechanically
• Truss union rod Metal rod (Graphs # 3) preferably drawn steel of 4500kg x cm2 of creep limit, its diameter varies from 4mm to 8mm and its length is according to the width of the panel (Pl ... P4) this rod may or may not protrude from 5cm to 15cm from the sides of the panel so that when joining two panels it serves as support and alignment of the Union.
• the rod is welded to trusses with Mig, Spot, or autogenous welds. The rod is used to join panel trusses of all types.
• Rod (Graphics # 3) preformed metal preferably drawn steel of 4500kg x cm2 of creep limit, its diameter varies from 4mm to 8mm, bent in the form of double L according to its design (V2).
• the separation of the double L is always equal to the width of the truss that is being used in order to penetrate inside the rods (NI) that protrude from the sides of the panel, its purpose is to reinforce the knot of junction between the foundation panel (P3) and the wall panel (Pl) so it is always welded laterally to the foundation panel.
• (V3) Corner reinforcement rod Rod (Graphs # 3) of straight drawn steel of 4500kg x cm2 of creep limit, its diameter varies from 4mm to 8mm, and its length is according to the height of the wall panel (Pl). This rod makes it possible to form the joining corner of two panels reinforcing it, the rod joins any of the joints (U1 ... 4) to the rods (VI) that has the wall panels (Pl) the corner that forms It can have angles ranging from 30 degrees to 150 degrees.
• the separation of the double L is always equal to the width of the truss that has both the wall panels (Pl) and the slab panels (P2), in order to penetrate inside the rods (NI) that protrude through the panel sides. Its purpose is to reinforce the joint node between the wall panel (Pl) and the slab panel (P2) is always welded laterally to the slab panel to facilitate its placement.
• the separation of the double T is always equal to the width of the trusses that have both the wall panels (Pl) and the slab panels (P2), in order to penetrate through the inside of the rods (VI) that protrude through the panel sides. Its purpose is to reinforce the junction between the wall panel (Pl) and the slab panels (P2) placed on both sides.
• Rod (Graphs # 3) preformed of drawn steel of 4500kg x cm2 of creep limit, its diameter varies from 4mm to 8mm, bent in a double T shape according to its design (V6).
• the separation of the double T is always equal to the width of the trusses that have both the wall panels (Pl) and the slab panels (P2), in order to penetrate through the inside of the rods (VI) that protrude through the panel sides. Its purpose is to reinforce the junction between the slab panel (P2) and the wall panels (Pl) when the construction is several stories high.
• V7 Lintels reinforcement rod
• Rod (Graphs # 8) of drawn steel of 4500kg x cm2 of creep limit, its diameter varies from 4mm to 8mm and its length goes according to the width of the lintel panel (P5) this rod is placed diagonally between the connecting rods of trusses The rod s ⁇ adds to the trusses with Mig, Spot, or autogenous welds. The rod is intended to reinforce the lintel panel since its location, unlike the other panels, is horizontal. (Ul) Joining panels with plates
• the thermal and acoustic insulation can be of several types, depending on the degree of insulation that you want to obtain.
• the thermal insulation is placed in the interior space of the panel, before placing it on site, with the exception of those materials that, due to their weight and characteristics, must be placed after the panel is installed and covered.
• Expanded polystyrene Very light and easy-to-work petroleum-derived material can be given the interior shape of the nerometal box, its placement is done at the factory during the assembly process of the panels. It is a material that, in case of fire is combustion but its low caloric content does not affect the structure of the panel.
• Fiberglass Material derived from glass, light and easy to work. It is placed in the factory inside the panels, the relatively flexible shape of the fiberglass can be adapted to the interior of the nervometal, it is a non-combustible material.
• Polyurethane foam Petroleum derived material. Product of the mixture of two components that are joined and applied directly on site when the panel is already located in its final place and the concrete siding has already been placed. To facilitate its application, 2cm diameter pvc pipes are left perpendicular to the front face of the panel placed in the center of the nerve and separated between 25 and 30cm across the entire surface of the panel. After filling the panel, the PVC pipes are removed and the gaps are covered by restoring the nervometal.
• the panels can be thermally and acoustically insulated using a mixture of earth (6 parts) without organic components, cement (1 part) and very little water.
• the mixture is prepared on site and placed inside the panel after it has already been covered with concrete or cement mortar for which 5cm pipe passages are placed perpendicular to the panels, after filling the panel PVC pipes are removed and the holes are covered by restoring the nervometal.
• Pumice stone Very light and porous mineral volcanic material that is mixed with cement and water, the mixture is prepared on site and placed inside the panel after it has already been coated with concrete or cement mortar, so which leave 5cm pipe passages placed perpendicular to the panels. After filling the panel, the PVC pipes are removed and the gaps are covered by restoring the nervometal.
• the mixing of the components to form the concrete can be done manually or mechanically (concrete), integrating well all the elements that compose it, the mixing of the mixture on the panels must be done in two layers of l, 2cm each verifying that the nervometal and the rods are completely covered with at least a layer of approximately 1.3 -1.9cm of concrete, in case the panel is filled internally this work must be carried out prior to that of coating, the drying time is 3 days for 50% and 7 days for 90% of the load.
• the application of the mixture on the panels can be done manually or mechanically with concrete projection equipment.
• the cement mortar is used to cover the panels (Pl, P2, P3, P4, P5) which, due to their characteristics, will withstand live and proper loads of less than 100 kg x cm2. It has the following characteristics sand: washed stone with a granulometry no larger than lmm; 5 parts cement: portland; 1 part
• Additive waterproofing, plasticizing and fast setting water 1 part
• the mixture must be done manually or in concrete integrating all the elements well, the application of the mixture on the panels should be done in two layers of l, 2cm each verifying that the nervous and the rods are completely covered with at least a layer of approximately 1.3 -1.9cm of mortar, the drying time is 3 days for 50% and 7 days for 90% of the load.
• the application of the mixture on the panels can be done manually or mechanically, with mortar projection equipment.
• the electrical and sanitary installations are placed inside any of the panels of the construction system, before making the projection of the concrete or cement mortar, to perform them, the nerve cut is cut vertically or horizontally avoiding cutting the nerves of the same, then the nervometal is pressed inwards forming a cavity in which the pipe is placed, the pipe is passed from one panel to another using the spaces that are formed inside the trusses.
• the installations are attached with wire or staples to the nerves of the nervometal, or to the steel rods of the panel.
• (DI) Foundation method of foundation panels The foundation panels are attached to the wall panels (graphics # 14) following the following method: On a properly compacted clean ground a layer of 10 to 40 cm is placed (depending on the characteristics of the soil) of stone filling material with stones and ballast not larger than 5cm, it is compacted, and on it a 5cm level concrete layer is melted, the foundation panels are then placed following the perimeter of the walls, it is verified that All rod reinforcements (V2) protrude from the level of cast iron and coincide with the places of placement of the panels, then the foundation slab that can vary according to the foundation panel from 8 to 15 cm in height is melted.
• V2 All rod reinforcements
• Wall panel placement method Wall panels (Pl) (Graphs # 9) are placed aligned between the foundation reinforcement rods (V2) and secured with the joints (Ul ... U4) placed with a gap that, according to the effort that resists that can be 5 to 10cm away.
• the panels are also fastened together with the same joints indicated above.
• the rods (VI) of the panels overlap causing one panel to penetrate into another until the trusses and the nerves of each are joined but leaving the necessary space for the rods to penetrate the rods (V2) of the foundations.
• the application of the reinforced concrete integrates the structure, creating at this point a column in which the nervometal serves as a mold, a column that is repeated at each panel junction and which is firmly integrated in turn to the next column by the plate reinforced concrete formed by the nervometal, the rods (VI) and the concrete that structures the center of each panel.
• Concrete (Hl) or mortar (H2) should be applied in two layers of approximately 1.0 -1.3cm each, verifying that the spaces inside the trusses are completely filled, that there are no air pockets and that they are covered all metal parts of the panels with at least 2.5cm of mixture.
• the method for placing the wall panels forming a reinforced corner in L contemplates the conformation of the corner with two wall panels whose transverse rods (VI), which protrude from the panels overlap creating a space inside the which is placed the cylindrical rib (N3) and the corner reinforcement rods (V3) that are welded at the end of the rods (VI) outside the corner that is being formed.
• the cylindrical nerve (N3) will be fastened with staples, solder or wire to the truss connecting rods (VI), the concrete (Hl) must be applied in two layers of (approximately 1.0 -1.3cm) each, verifying that there are no air pockets and that all the metal parts of the panel are covered with at least 2.5cm of mixture, in case it is necessary to increase the compressive strength of The joint can be filled with concrete at the center of the cylindrical nerve.
• the wall panels (Graphics # 12) can overlap and join with any of the joints (U1 ... U4), bending the rods (VI) protruding from the corner into the panel .
• the application of the reinforced concrete is integrated into the structure, creating at this point a column in which the nervometal serves as a mold, a column that is repeated in each corner of joining panels and which is firmly attached in turn to the next column or corner by the reinforced concrete plate formed by the nervometal, the rods (VI) and the concrete that structures the center of each panel.
• the method for placing the wall panels forming a reinforced T-corner contemplates the conformation of the corner with three wall panels whose
• the concrete (Hl) should be applied in two layers of (approximately 1.0 -1.3cm) each, verifying that there are no air pockets and that all metal parts are covered with at least 2.5cm of mixture. If it is necessary to increase the compressive strength of the joint, the cylindrical nerve center can be filled with concrete.
• the method to place the wall panels forming a reinforced corner in X contemplates the conformation of the corner with four wall panels whose transverse rods (VI) that protrude the panels overlap creating a space inside which place the cylindrical nerve (N3), it will be attached with staples, solder or wire to the truss connecting rods (VI).
• the concrete (Hl) should be applied in two layers of approximately 1.0 -1.3cm each, verifying that there are no air pockets and that all metal parts are covered with at least 2.5cm of mixture. If it is necessary to increase the compressive strength of the joint, the cylindrical nerve center can be filled with concrete.
• reinforced concrete is integrated into the structure, creating at this point a column in which the nervometal serves as a mold, a column that is repeated at each panel junction and which is firmly integrated in turn to the next column by the reinforced concrete plate formed by the nervometal, the rods (VI) and the concrete that structures the center of each panel.
• the method to place the sill panels is the same with which the wall panels (Pl) are placed, but the lower height of these panels and the fact that they do not reach the ceiling, creates greater lateral efforts on the panel, so, when placed between walls, its alignment must be taken care of and that the side trusses of the panels are joined by overlapping their transverse rods (VI), fastening the upper edge with an L-rod reinforcement as the joint tends to be Asura between panels if that precaution is not taken because the efforts are concentrated in the corners.
• the concrete (Hl) should be applied in two layers of (approximately 1.0 -1.3cm) each, verifying that there are no air pockets and that all the metal parts are covered with at least 2.5cm of mixture.
• the lintel panels (P5) (Graphs # 8) are the same wall panels (Pl), but of smaller height, they have truss welded rods (VI) diagonally welded because they have no lower support and must transmit the efforts of the loads that laterally supports the wall panels against which it is supported.
• the rods (VI) that protrude from both the wall panels and the sill panels must be overlapped and firmly secured by bending the tips of the rods towards the inside of the panel, because the efforts are concentrated on the corners where windows, doors, or udder spaces are placed.
• the concrete (Hl) should be applied in two layers of (approximately 1.0 -1.3cm) each, verifying that there are no air pockets and that all metal parts are covered with at least 2.5cm of mixture.
• the application of concrete reinforces and integrates into the structure, creating at the junction point between the lintel panel and the wall panel a column in which the nervometal serves as a mold, a column that is repeated in each panel junction and is located firmly integrated in turn to the next column by the reinforced concrete plate formed by the nerve, the rods (VI) and the concrete that structures the center of each panel.
• the slab panels are assembled to the wall panels (Graphics # 15) at the construction site, overlapping and supporting the slab panel on the wall panel and reinforcing the joint with the reinforcing rods (V4, N5) as the case may be, the u ⁇ ón of the panels is done with the joints (Ul, U2, U3, U4), placed between 5 and 10 cm apart from each other and both sides of the trusses and rods (NI) of both panels to which is holding.
• the nervous channel is then placed in the spaces that remain between the trusses, the concrete lining (Hl) must be applied after having placed it first on the walls, verifying that all the rod and nerve sections of the wall panels have been covered and have 50% resistance or three days of setting.
• the Concrete (Hl) should be placed in two layers of 2cm thickness each, also filling the nerve gutter with concrete in such a way that it conforms a beam along the entire joint.
• the final finish should be smoothed and unveiled, in the lower part of the panel cement mortar (H2) will be projected in two layers (approximately 1.0 -1.3cm) thick each.
• the application of concrete reinforces and integrates into the structure of the slab creating a beam between the slab panel joint, beam that is repeated in each joint and which is firmly integrated in turn to the next beam by the reinforced concrete plate formed by the nervometal, the rods (VI) and the concrete that structures the center of each panel.
• the slab panels are assembled to the wall panels (Graphics # 16) at the construction site, overlapping and supporting the slab panel on the wall panel and reinforcing the joint with the reinforcing rods (V6 or V7) as the case may be, panel junction it is done with the joints (Ul, U2, U3, U4), placed between 5 and 10 cm apart from each other and both sides of the trusses and rods (VI) of both panels to which it is being attached, placed then the nerve channel in the spaces between the trusses, the concrete lining (Hl) must be applied after having placed it first on the walls, verifying that all the rod and rib sections of the wall panels have been covered and have 50% resistance or three days of setting, on the slab panel the Concrete (Hl) must be placed in two layers of 2cm thick each, also filling the nerve gutter with concrete such that it conforms a beam along of the entire joint, with the reinforcing rods protruding (V6 or V7).
• the wall panels (Pl) are placed aligned between the reinforcing rods of and are secured with the joints (Ul ... U4) placed with a separation that, according to the effort that resists, can be 5 to 10 cm apart.
• the panels are also fastened together with the same joints indicated above.
• the rods (VI) of the panels overlap causing one panel to penetrate into another until the trusses and the nerves of each are joined but leaving the necessary space for the rods to penetrate the rods (V2) of the foundations.
• the final finish should be smoothed and leveled, at the bottom of the panel cement mortar (H2) will be projected on two layers approximately 1.0-1.3cm thick each.
• the application of concrete reinforces and integrates the structure of the slab by creating a beam between the slab panels, beam that is repeated in each and that is firmly integrated in turn to the next beam by the reinforced concrete plate formed by the nervometal, the rods (VI) and the concrete that structures the center of each panel.

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• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Physics & Mathematics (AREA)
• Electromagnetism (AREA)
• Buildings Adapted To Withstand Abnormal External Influences (AREA)
• Panels For Use In Building Construction (AREA)
• Rod-Shaped Construction Members (AREA)
• Reinforcement Elements For Buildings (AREA)
• Building Environments (AREA)
• On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

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Cited By (4)

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Citations (4)

• 2001
  • 2001-07-17 EC EC2001004123A patent/ECSP014123A/es unknown
• 2002
  • 2002-03-07 ZA ZA200301627A patent/ZA200301627B/en unknown
  • 2002-03-07 WO PCT/EC2002/000001 patent/WO2003008730A1/es not_active Application Discontinuation
  • 2002-03-07 BR BR0205692-5A patent/BR0205692A/pt not_active Application Discontinuation
  • 2002-03-07 CN CNA028023951A patent/CN1488023A/zh active Pending
  • 2002-03-07 KR KR10-2003-7002475A patent/KR20030029831A/ko not_active Application Discontinuation
  • 2002-03-07 YU YU15803A patent/YU15803A/sh unknown
  • 2002-07-15 PA PA20028550601A patent/PA8550601A1/es unknown
  • 2002-07-16 PE PE2002000630A patent/PE20020991A1/es not_active Application Discontinuation
  • 2002-07-17 SV SV2002001178A patent/SV2003001178A/es not_active Application Discontinuation

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