WO2009128694A1 - Panneau intégral pour murs et dalles - Google Patents

Panneau intégral pour murs et dalles Download PDF

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Publication number
WO2009128694A1
WO2009128694A1 PCT/MX2009/000032 MX2009000032W WO2009128694A1 WO 2009128694 A1 WO2009128694 A1 WO 2009128694A1 MX 2009000032 W MX2009000032 W MX 2009000032W WO 2009128694 A1 WO2009128694 A1 WO 2009128694A1
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WO
WIPO (PCT)
Prior art keywords
panel
walls
meshes
slabs
welded
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/MX2009/000032
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English (en)
Spanish (es)
Inventor
Carlos Hernandez Gallardo
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to US12/936,184 priority Critical patent/US20110023410A1/en
Publication of WO2009128694A1 publication Critical patent/WO2009128694A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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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
    • E04C2/044—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

Definitions

  • this integral panel it is intended, when designing this integral panel, to have a panel for walls and slabs that has, among others, the following particularities: a) Have an integral panel for walls and slabs manufactured to the exact extent required. b) Its 2 electrowelded meshes are joined by a cross that is perpendicular to them, this cross has 3 functions: join the two welded meshes, parallel, hold and fix the polystyrene insulating filler and ensure a separation between the meshes and the polystyrene to guarantee the proper coating of mortar and concrete when applied on their faces. c) Having a panel to the exact extent that does not require making joints of several pieces together to make the desired wall or slab or generate leftovers, pollution and waste.
  • a preferred modality with an element for walls and slabs that integrate as part of it the elements known as beams and columns.
  • the elements known as beams and columns the elements known as beams and columns.
  • e) Have a lightening filler made of expanded or extracted polystyrene, thermal and acoustic insulation, with fire retardant additives and to the exact size of the desired wall or slab.
  • f) Have a panel for walls and slabs as a preferred modality that may have the possibility of having one of its 2 parallel meshes greater than the other so that this difference in size between the two meshes serves as a natural support of the panel a the support and anchoring elements such as other fasteners such as columns, beams, etc.
  • the wall that results from assembling several prototype pieces of 0.4066 m will always be a multiple measure of 0.4066 m, and that the polystyrene core that serves as filler never has a fixed position with respect to the mesh that surrounds it , since it surrounds it and wraps around all its sides, later forcing, at the time of applying the mortar or concrete to add separators that guarantee a coating according to the technical construction standards.
  • this patent refers to a panel of 0.4066m wide sections, there is therefore the limitation that with this patent only larger elements that are multiples of 0.4066 can be manufactured and in addition there will be a murq that at every 0.4066 m will have the union of two panels by its edges, joining the welded mesh of each of them, thus generating a wall that has two welded meshes independent of each other (one for each 0.4066 m panel) perpendicular to the face from the wall, every 0.4066 m.
  • the patented element referred to in WO 03/093599 Al does not include or integrate within itself the beams and columns as it only serves as a reference to a basic unit consisting of a piece of polystyrene which has been wrapped on all sides by an electro-welded mesh, which does not have an integrated separator that guarantees that the minimum concrete or mortar coating required by the technical construction standards is applied, panel that it is not designed to the exact extent of the required element in any construction project, which requires making cuts after the union of several panels to adjust them to the required size, also generating waste and leftovers, which forces to join different panels between Yes, and it requires more time, materials, tools and labor for its assembly.
  • this cross-shaped element will serve as a stop to fix the pyrestyrene in its final position, preventing its movement and displacement and then being able to ensure that the mortar or concrete coating is applied as required by the technical construction standards in the allowed space for which the cross has been designed that joins the two welded meshes and that has passed the insulating and lightening padding.
  • the present application refers to a uniform wall containing exclusively welded steel mesh only on its two faces to be covered with concrete, since this application proposes a wall that has only the welded mesh uniformly run and only on its faces where apply the mortar coating, without having perpendicular mesh to said faces every 0.4066 m as a result of the aforementioned patent and without having to join several pieces by their edges or edges to form a wall. It is so;
  • the proposal of the applicant proposes a wall or slab built exactly to the extent of the required element without having to make joints of several panels, or cuttings or generate surpluses or waste when making a construction.
  • This proposal of the present application refers to a wall or slab CQn welded mesh whose characteristic is that it is homogeneous, run, to the exact extent that requires the project, without interruptions or unions in the entire development of the wall or slab and without welded mesh in its edges, For this reason, the applicant thought of designing a structural element that did not have the need to require cuts to make walls or slabs to a desired extent without depending on the multiples of 0.4066 m, or generating leftovers or waste, or having an element that had welded mesh placed perpendicular to the main face of the wall or slab during its development, to dispense with so many joints of several pieces, which implies divergence of quality in each mooring, additional material, labor costs and mainly, possibility of structural behavior different from the wall or slab, being constituted as a product of the assembly of several pieces with each other.
  • the applicant proposes to have a connector that does not currently exist in the market, that joins the two parallel meshes that constitute the wall or the slab and that fulfills, above all, the function of holding the insulating and lightening filler preventing its displacement at the time of applying the mortar to the wall or Iq. slab and separating the mesh from the lightening insulating filler of polystyrene, with the least number of welding points.
  • the present application considered the creation of an element for walls and slabs that will be constructed at the exact wave of the required wall or slab, that did not have so many additional accessory elements, that did not require additional rods to join a panel
  • a quC connector turns out to be a novelty, that joins the two parallel meshes and separates the lightening insulator with a connector that only uses three welding points to guarantee securing and separating the insulating padding of the meshes, which reduces material, time and labor, as well as in designing a panel for walls and slabs that allow reducing the costs of joining several pieces together to form a slab or a wall to the exact extent, and also eliminating the risk of having heterogeneous unions as a result of having the obligation to make as many joints as is done with the other panels, of not having to join each piece of small panel on both sides to form a wall or slab and, above all, to propose an element that works structurally in an
  • the applicant designed an element to be used predominantly in walls and slabs, which was constructed to the exact extent of the element required to make a wall or a slab in a construction project and thus be able to build any type of building in which the proposed panels for walls and slabs are adapted, that did not resemble any other existing product in the market.
  • this panel joins the two meshes by means of concrete cylinders in whose center there is a hook for securing both meshes that unlike in the present application no concrete element crosses the filling polystyrene insulator to join the two meshes but this union is made through a cross formed by two perpendicular sections of previously welded rod, which are welded to each welded mesh by only two welding points, one for each mesh, making it different from the technologies known so far and favoring that with this cross on the one hand the two meshes are joined and on the other, the definitive position of the polystyrene insulating filler is fixed, preventing its displacement to guarantee the separation between the meshes and the insulating filler , space that will be occupied by the mortar or concrete when applied on the surface of the panel.
  • cross-shaped connector that is proposed -When the present application as a component of the integral panel for walls and slabs can be said that it does not exist in any panel of those existing in the market. It can also be said that the product to which it refers. FR 2545126 Al, does not monolithically integrate the beams and the definitive columns that a structure must bear to withstand the structural conditions to which it will be exposed,
  • US Patent 5119606 ⁇ A it can be said that it refers to a Wall which is prefabricated and pre-cast, which contains various elements such as columns and beams within the element forming several boards within the same panel, likewise, contains within itself, screws, steel angles that support and fix the panel to the rest of the building structure, steel profiles in section "C" channel type which contain and fix the insulating and lightening padding, threaded connectors, nuts with thread and a concrete casting on a horizontal form called bed, which allows to obtain a surface already finished in the concrete panel and for which the use of products that prevent the adhesion of concrete to the formwork that serves as a bed is required, and applying mechanical vibrator to ensure a regular and well distributed and uniform surface free of irregularities concrete, to place later in a ⁇ second stage assembly of the previously assembled panel in order to insert it on the first layer of underlying concrete, and, after placing its corresponding accessories, place a second concrete layer 4e, vibrating it mechanically to achieve its uniform distribution and subsequent curing.
  • this panel is an element different from that proposed in the present application since this is not a pre-cast element, np has threaded or jacketed connectors, does not have steel channels for securing the insulating padding, does not have Moorings With nuts and washers while the panel proposed in the present application does have two parallel welded meshes, joined by a perpendicular cross-shaped connector, which joins the two meshes with only two welding points, one for each mesh, which they have been welded perpendicularly, cross-shaped connector that goes through perpehdicula ⁇ nente the polystyrene insulating filler, piercing and piercing it from one side to the other, and whose horizontal arm of said cross-shaped connector serves as a support and support to fix and hold the polystyrene insulating filler in order to avoid its displacement, which guarantees that the mortar or concrete coating be carried out in accordance with the corresponding construction regulations.
  • this integral panel in the present application, to have a panel for walls and slabs that has, among others, the following particularities: a) its 2 electro-welded meshes are joined by a cross that is perpendicular to them . b) The union of the two welded meshes is done only with two welding points ⁇ when welding each end of the cross that is its connector, to said parallel meshes.
  • this cross has two perpendicular arms, one of which serves as a stop to the insulating and lightening polystyrene filler and on which said insulator rests to ensure that it does not move from its final position to which it should remain and allowing the mesh does not join the insulator generating a separation between them, to ensure compliance with the coating provided by the technical construction standards.
  • a wall or slab that will have the exact measure to make any building project where the panels are adapted, without generating unions of several pieces to each other to make the desired wall or slab or generate leftovers and waste.
  • e) also, optionally, have an element for walls and slabs that integrate as part of it, the elements known as beams and columns.
  • a lightening filler made of expanded polystyrene, extracted or similar, thermal and acoustic insulating, with fire retardant additives.
  • g) Have a panel for walls and slabs that may have the possibility of having one of its parallel meshes greater than the other so that this difference in size between the two meshes serves as a flown or "cantilever" to naturally support the panel for walls and / or slabs, to the support and anchoring elements, how can they be other fasteners such as columns, beams, walls, foundations, etc.
  • the work efficiency of the INTEGRAL PANEL of the present application is that, as has already been said, it contains the basic elements of a structure, which work structurally in a monolithic way with each other, together with its connectors, separators, joining meshes, insulating and lightening polystyrene fillers, ties and connections, which are already integrated in one piece within the INTEGRAL PANEL, a system that does not require any other additional element to perform its structural function within the construction process and it will only be enough to anchor and tie this INTEGRAL PANEL to the base that will support or support the structure regardless of whether it is a building of one or several levels, which so far can not be achieved with the panels existing conventional.
  • This invention provides to the construction industry, a PANEL that is INTEGHAL, to build walls and slabs, in one piece and totally different from those that currently exist, designed to the exact extent of the required element, does not require cuts or joints of several panels with each other, thanks to a novel internal construction, whose main characteristic is that, integrates, in a single element and in a single measure of the wall or slab, and in a homogeneous way, all the required structural components.
  • the general specifications of the elements that make up the INTEGRAL PANEL are:
  • -Insulating and lightening filler it may be of expanded, exempted, polyurethane or similar polystyrene, with a minimum density required by the relative construction regulations, to guarantee thermal and acoustic insulation. It will be the exact size of the wall or slab required and its thickness may be variable, with a minimum width of 2 inches. It will be placed in the middle of the two meshes as a sandwich, Its distance at two meshes it shall not be less than 3 A of an inch.
  • the two parallel welded meshes it will be of rods with a minimum diameter of 2 mm and with the resistance required by the corresponding construction regulations.
  • the length of this cross-shaped connector will be equal to the width of the INTEGRAL PANEL required for the corresponding slab or wall.
  • This connector will pass the polystyrene insulator from one side to the other to fix it between the two meshes and hold it in its final position.
  • -Pre-assembled columns and beams they will be made of structural steel with rods with a diameter of 3mm and / or minimum strength and diameter required by the corresponding construction regulations. They can be welded or tied perimeter in the panel.
  • - Weld joints may be by arc welding that incorporates molten material for joining, this union can be replaced by an approved alternative method that structurally guarantees the required strength of the elements to be joined.
  • Electro-welded joints they can be unions generated by high voltage electrical discharge to melt both materials and generate their union.
  • - Joints they can be with annealed wire for construction or galvanized, or by industrially used staple joints, or by arc welding incorporating molten material that joins them, or by electrosoldering between the elements to be joined or by alternative method that guarantees the strength of its union as long as it complies with the provisions and corresponding technical regulations.
  • the separation of the electro-welded mesh and the insulating and lightening polystyrene filler may be at least 3 A inch, in order to comply with the technical regulations relating to concrete coatings, or the one that finally determines the corresponding building codes.
  • the invention of the INTEGRAL PANEL (# 1) for wall and slabs applicable to any construction project that requires walls or slabs in which said panels are adapted has the following manufacturing and assembly process: with the following basic elements: a) two electroplated meshes (# 8) covered to the exact size of the desired wall or slab; b) two sections of rod (# 4) cut to the exact extent of the width required by the panel to be manufactured; c) a cross-shaped connector (# 5) formed by the perpendicular junction of the two rod sections (# 4), joined by welding, by the center of the rod that constitutes the horizontal arm of the cross and at a minimum distance 3/4 inch from the end of the other rod that constitutes the vertical arm of the cross; d) a polystyrene plate (# 6) cut to the exact size of the wall or slab required and with the desired thickness or width.
  • This INTEGRAL PANEL is formed on the outside, by the combination of two welded meshes, (# 8) parallel to each other » cut in pairs * to the exact size of the wall or slab required in the project to be built, to one of which ( # 27) and (# 28) a cross-shaped connector (# 5) has been welded perpendicularly at each of the intersections of their respective horizontal and vertical rods, or at any other desired point, with an insulating filler and lightening (# 6) in the center, a sandwich sandwich, which has been previously cut to the exact size of the wall or slab required and that has been inserted into said cross-shaped connectors (# 5), allowing them to cross from one side to the other the polystyrene (# 6) thus obtaining an element (# 29) and (# 30) called "partially manufactured panel" formed by the joining the first mesh (# 8) the cross-shaped connecting elements (# 5) and the polystyrene filler (# 6) in the center.
  • the second electro-welded mesh (# 8) will be placed parallel to the first mesh (# 8) of the partially manufactured panel "(# 29) and (# 30) by placing this second mesh (# 8) on the end of the cross-shaped connection (# 5) protruding from the polystyrene (# 6) to which it has been transferred, to join them by welding, resulting in the INTEGRAL PANEL (# 14) required to the exact measurement of the designed element.
  • the welded meshes (# 8) when connecting in the form of a cross (# 5) must verify that a gap is left between it (# 5) and both meshes (# 8) at least 3 A of an inch as this will ensure that there is a minimum space for the final coating of the concrete, as required by the corresponding technical standards related to reinforced concrete. All these conjugated elements must be joined together, through their joining elements, lps which can be annealed or galvanized wire (# 31) or by welding hard (# 32) or by some other authorized alternative method.
  • the INTEGRAL PANEL (# ⁇ 4) for walls and slabs, manufactured to the exact extent of the required element, will have the preferred method of opting for the inclusion or not of the structural reinforcement elements known as beams and columns (# 3) for which it will be enough to add these elements by attaching them to the INTEGRAL PANEL (# 14) with their proper connections or ties, or bypassing them, it is sufficient not to attach them to the INTEGRAL PANEL (# 14).
  • said INTEGRAL PANEL (# 21) can be manufactured with two electro-welded meshes of different sizes (# 22) in order to opt for an INTEGRAL PANEL (# 21) in which one of its electrowelded meshes (# 22 B) exceed in dimensions the other welded mesh (# 22 A) being that this smaller mesh is the one that has been cut to the exact size of the desired wall or lpsa together with the polystyrene (# 6) that It will serve as an insulating filling to form the sandwich.
  • the first (A) must be cut to the exact extent required by the wall or slab needed in the corresponding construction project and must also have the same measure of the polystyrene with which the sandwich will form, while the second (B) will be greater than the first (A) just because it will exceed it in larger dimensions to form with that difference in sizes, flown or "cantilever” that this second mesh must have (B), flown that will be perimetral to the INTEGRAL PANEL (# 21) and that will constitute the natural support of the panel to the rest of the structure of the projected construction.
  • This cantilever of one of the two meshes will be determined in its magnitude and may have the length or width of the support, the beam or column with which it will be in contact for its provisional support.
  • the rest of the elements that compose it will have to be joined, similar to how the manufacturing of the panel for murps and slabs without cantilever or "cantilever" is described as they are:
  • Figure 1 is an isometric view of the INTEGRAL PANEL, as a Preferred modality that has the option of including columns and beams already assembled, with all the parts that compose it and manufactured to the exact size of the wall or slab required in a project of ⁇ onstrucció ⁇ and ready to be embedded in the element that Ip will hold.
  • the size will be to the exact extent required by the project and its width may vary from a minimum of 2 inches to larger widths as required by the respective project.
  • All the walls and slabs required in a construction project will consist of the same characteristics of this prototype PANEL and will be equal to each other, making only the difference between them, that each element will be of different size, as determined by the measure that each wall or slab requires for said construction project as well as the width of each element, which may vary depending on whether it is a structural wall or load slab, or only a filler or partition element without structural function.
  • Figure 2 is a roll of electro-welded mesh, which can be galvanized or of normal steel for construction.
  • Figure 3 is an electro-welded pre-perforated beam or column, cut to the exact extent required by the wall or slab required, being able to place it, if required by the project to be built, as many times as required in the building project or as Structural design demands it.
  • Figure 4 is a pair of construction rod sections that will serve to form a cross, by means of a welding point at the intersection of said rods, as shown in the corresponding drawing, cut to size as required by the PANEL for wall or slab, in order to guarantee the three functions that said cross will perform, that is , how to connect the two electrowelded meshes, as a separator and as a fastener of the polystyrene insulating filler.
  • Figure 5 is a cross, formed by the perpendicular junction, by welding, of the two sections that constitute Figure 4. This cross will be formed by the perpendicular junction of its two arms, welding the center of the horizontal arm at a minimum distance of % inch of the end of the vertical arm, as shown in the corresponding figure.
  • Figure 6 is the insulating and lightening filler for it INTEGRAL PANEL, which can be of> expanded polystyrene, extracted polystyrene, polyurethane or other insulating and similar lightening but in any case with fire retardant additive included, and without recycled material lacking said fire retardant additive, cut to the exact size of the desired wall or slab in a construction project and with a width that will vary from 2 inches and may be larger if a wider panel is required depending on the structural function that Go play.
  • INTEGRAL PANEL which can be of> expanded polystyrene, extracted polystyrene, polyurethane or other insulating and similar lightening but in any case with fire retardant additive included, and without recycled material lacking said fire retardant additive, cut to the exact size of the desired wall or slab in a construction project and with a width that will vary from 2 inches and may be larger if a wider panel is required depending on the structural function that Go play.
  • This polystyrene element will be placed at the center of the two sandwich welded meshes as described in the corresponding drawing, and must be transferred from one side to the other by the cross-shaped connector that has been welded to the welded meshes and as described in the corresponding drawings, trying to fix its position so that it is separated from both welded meshes, at a distance minimum of 3 A of an inch or at a distance determined by the corresponding norm of the respective construction regulations, to guarantee minimum concrete coatings.
  • This insulating and lightening polystyrene filler can be of variable thickness to adapt to the required measures of the panel, and it will be placed on the first welded mesh to which the connecting elements have been welded perpendicularly in the form of Cruz, taking care that said insulating and lightening, it is transferred from one side to another, by the cross-shaped connector, and then place the other welded mesh and weld it to the cross-shaped connector that protrudes from the polystyrene, taking care that this second mesh is separated from the polystyrene at a minimum distance of 3 A of an inch, or to the extent required to ensure that the corresponding technical standard of the required concrete coating is met.
  • Figure 7 as a preferred embodiment is a section of electro-welded mesh, galvanized or not, to which Figures 5 and 3 have been left, which has been cut to the exact required size of the wall or slab desired for the projected construction and placed in addition to as illustrated, as many times as required by the structural element, being able, if the project so requires, to place more of said accessories.
  • the joining of the beams and columns can be done by placing said elements perimetrically to the welded mesh welded or tied to said mesh, and the cross-shaped connectors will be placed, welding or fastening said elements to the rods of the electrowelded mesh, either at the point where the horizontal and vertical rods of the mesh intersect or at any point of such rods.
  • Figure 8 is a section of electro-welded mesh for construction, and can be galvanized if desired, cut in pairs and to the exact extent of the desired roof or roof. These two meshes will be the ones that will incorporate in its center as a sandwich, to the insulating and lightening polystyrene filler as shown in the corresponding figures.
  • Figure 9 is a top plan view of the INTEGRAL PANEL for walls or slabs, including beams and columns embedded in the perimeter of the same panel. This panel, together with all the walls and slabs already finished and manufactured to the exact required extent, will be ready for placement on the structure that will support them, being able to proceed subsequently to the union of said panels with their respective steel mesh joints that, the corresponding drawings are described and complemented below.
  • Figure 10 is an elevation view or side view of the INTEGRAL PANEL for walls or slabs, attached or recessed to beams, and columns, which has been manufactured to the exact size of the wall or slab of the dismantled project.
  • This panel together with all the walls and the ⁇ s already finished and manufactured to the exact required size, will be ready for placement on the structure that will support them, being able to proceed subsequently to the union of said panels with their corresponding electro-expanded mesh joints that later they are described and complemented with the corresponding drawings.
  • Figure 11 is a bottom plan view of the INTEGRAL PANEL which has the exact measure of the wall or slab required to which beams and columns have been attached or embedded perimeter. This panel, together with all the walls and slabs already finished and manufactured to the exact required size, will be ready for placement on the structure that will support them, being able to proceed subsequently to the anointing of said panels with their corresponding electro-welded meshes (mesh mesh) that later they are described and complemented with the corresponding drawings.
  • Figure 12 is a welded electro-welded beam, which can be galvanized or not, and cut to the exact extent required by the integral panel, placed as many times as required by the slab or wall required in the construction of a project, and with rods. whose diameter may be up to 1 inch in diameter, and if so requires Ip the project, increase the number of structurally required rods and adapt the section of the element to the measures determined by the structural calculation of the project in question.
  • Figure 13 are columns and / or metal beams, of square, circular, rectangular section, type "C", type “U”, type “1 ' 1 Or similar, cut to the exact extent that require the desired wall or slab for the required construction project.
  • Figure 14 is the wall or slab, reason for the present request manufactured to the exact extent of the required element, to be embedded in the columns and beams that will support and support it and to which it will be anchored.
  • This panel together with all the walls and slabs already manufactured to the exact required size, will be ready to be placed on the structure that will support them, and can then make the union of said panels with their respective mesh joints described below and complement With the respective drawings.
  • FIG. 15 is a section of welded mesh mesh that can be galvanized or normal non-galvanized for construction, with diameter and separation rods as required by the structural calculation, bent at an angle of 90 degrees that will serve to join two intersecting walls at a point or vertex of a construction or to join a vertical wall with a horizontal slab throughout its development.
  • This mesh will be placed by 5 both ladps of the required joint, internally and externally.
  • the angle of its fold can also vary according to the resulting angle formed by the elements to be joined and s ⁇ length scam determined by the size of the elements to be joined; its minimum width will be 40 cm.
  • Figure 16 is the union of two panels, a vertical wall with an inclined slab Q by means of a welded joint, galvanized or not, previously bent and cut to the extent required by the elements to be joined throughout its development. This union will be made on both sides of said elements, that is, internally and externally and the mesh will have the fold with the angle that the elements finally have to join; its length will be equal to the length of the development of the elements to be joined and 5 will have a minimum width of 40 cm per side.
  • Figure 17 is the union with electro-welded mesh, (galvanized mesh) or not, of a vertical wall with a horizontal slab, both of integral panel cut to a measure equal to the dimension of the elements to be joined, joint that must be made on both sides, that is, internally and externally throughout the development of the elements to be joined. Its length will be equal to the length of the development of the elements to be joined and will have a minimum width of 40 cm per side.
  • Figure 18 is the union of an integral panel wall with its foundation ;, by means of two electrowelded meshes (mesh mesh) previously bent at an angle of 90 degrees, or with the angle required by said joint, and cut along the length of the wall in question.
  • This union will be made on both sides of said elements to be joined, that is, internally and externally. Its length will be equal to the length of the development of the elements to be joined and will have a minimum width of 40 cm per side.
  • Figure 19 motive of the present application, represents a panel for walls or slabs attached to pre-existing columns and / or beams in a previously made structure; it represents only the panel to the exact measure for the wall or the slab, together with the corresponding welded joint mesh, to the connecting elements of columns and / or beams previously existing in a structure; Its length will be equal to the length of the development of the elements to be joined and will have a width, minimum of 40 cm per side and said union must be made on both sides, internally and externally as shown in the corresponding drawings.
  • Figure 20 is a section of electro-welded mesh, (joint mesh) to join an INTEGRAL PANEL for walls and / or slabs, with another, when required and when it is intended to build walls or corrugated slabs, larger than the maximum dimensions that provide cargo transport systems in view of the need to build a run panel of measures greater than the capacity of said cargo transports.
  • Said welded mesh joint will be cut to the exact extent required by the elements to be joined throughout its development, and will function as an overlap of two or more elements, according to the standard established by the technical codes applicable to the case. This union will be made on both sides of the elements to be joined. It will have a minimum width of 40 cm per side.
  • Figure 21 represents the INTEGRAL PANEL for walls and / or slabs, as a device with preferred mode, when it is preferred to construct said element with one of its two welded meshes larger than the other and also larger than the polystyrene filling, in order to that said panel has one of its meshes, with cantilever-shaped ruffles to be used as a natural support, provisionally, without any connecting connector, to the structure that will support it and to which it must be anchored, to later proceed to carry out the definitive union of said INTEGRAL PANEL to the structure that will support or support it and to which it will be united monolithically.
  • Figure 22 represents two electrowelded meshes "a” and "b” to construct the INTEGRAL PANEL with the preferred mode of having a cantilever cantilever mesh.
  • This cantilever will allow freely supporting the wall or slab manufactured on a previously made support which can be beams or columns, which will allow to assemble or assemble first all the walls and slabs of the projected construction, as well as its columns and beams to proceed finally to make the union of all the elements with each other.
  • Figure 23 represents an INTEGRAL PANEL with one of its two electrowelded meshes in cantilever or cantilever * 'supported on pre-assembled or metal beams or columns.
  • Figure 24 represents a welded joint mesh of length equal to the dimension required by the desired joint, folded at 90 degrees, which will join the intersection of walls and / or slabs to each other, intersecting at 90 degrees and will have a minimum width of 40 cm per side. It will be placed on both sides of the elements to be joined.
  • Figure 25 represents an electro-welded joint mesh, of length equal to the dimension required by the desired joint, with a bend other than 90 degrees, which will serve to join intersection of walls and / or slabs together, intersecting at a different angle 90 degrees and may have a minimum width of 40 cnl per side.
  • Figure 26 represents two joining meshes folded at 90 degrees, of length equal to the length of the elements to be joined, for connection of walls with foundation beams or with other elements that require it, and may have minimum measures of 40 cm high 30 cm wide and a development equal to the length of the elements to be joined.
  • Figure 27 represents one of the electro-welded meshes, cut to the exact size of the wall or slab required, to which the cross-shaped connectors have been welded perpendicularly (this cross has been formed by the joint by welding of the two sections of rod indicated in figure 4).
  • Figure 28 represents Figure 27 in a side or elevation view.
  • Figure 29 represents the "partially manufactured panel” formed by Figure 27 to which the insulating polystyrene filler has been inserted which has also been cut to the exact size of the wall or slab required.
  • Figure 30 represents the "partially manufactured panel” in a side or elevation view.
  • Figure 31 represents the wire (annealed or galvanized) to tie together construction elements.
  • Figure 32 represents the weld that will be applied to join the elements together.
  • an INTEGRAL PANEL can be achieved to be applied in construction, or in building projects, whose characteristics and applications are the following: a) The set of elements described that form the INTEGRAL PANEL constitute themselves, in one piece and to the exact measure of all its walls and slabs, most of the parts that require an integral structural element formed by walls * slabs, columns and beams and that can be used for the construction of walls and ceilings in any building in which said INTEGRAL PANELS are adapted. b) The versatility of the INTEGRAL PANEL construction system for walls and slabs makes it possible to manufacture said panels to the exact extent required in any project, eliminating waste and leftovers, and reducing pollution and the cost of assembling various parts together to build a draft determined.
  • the INTEGRAL PANEL can be manufactured with the requirements determined by the structural calculation, and the quantity, proportion and distribution of the steel required by the structural calculation can already be integrated into each structural element.
  • the INTEGRAL PANEL makes it easier, cheaper and faster to install the electrical, hydraulic and sanitary installations, since these can be placed during the manufacturing process or during the assembly stage of the INTEGRAL PANEL to the main structure .
  • the INTEGRAL PANEL requires for its finishing a coating consisting of cement-sand-based mortar, which can be considered as a final finish eliminating the placement of plaster or other finishes, reducing the application of these additional finishes throughout the construction and construction. inherent cost of them.
  • the final coating based fine aggregates (sand mortar- ⁇ emento) placed on the INTEGRAL PANEL provides barrier properties against moisture reducing Ia 1 consequently costs waterproofing.
  • the INTEGRAL PANEL Since the INTEGRAL PANEL has already included all the required structural elements in one piece according to the corresponding structural design, it is feasible to build a multi-level building, which until now cannot be done with conventional panels. j) The INTEGRAL PANEL can be used in self-construction projects, since if necessary, a qualified work inano is not required, k) THE INTEGRAL PANEL can benefit low-income families since it allows 1 $ purchase of pieces separately and as long as they have the financial resources to acquire them until they complete their project.
  • THE INTEGRAL PANEL allows the versatility of being used to build fences, walls, ceilings, walls of cpntenissus, dead formwork, etc, and its destination are all kinds of buildings such as houses, buildings, departments, shops, auditoriums, offices, schools, churches, wineries, factories, cold rooms, and in general, all types of projects to be built and that require walls and slabs.
  • the INTEGRAL PANEL allows to build-from an independent wall or slab, to a succession of walls or continuous slabs that can be considered constituted as a single piece and a single structural element in a project of, construction, n) THE INTEGRAL PANEL allows obtain a single monolithic and light element, which does not require lifting equipment, to build a wall or a ceiling, which already has integrated within itself, all the required structural and insulating elements, distributed homogeneously, without having to make partial joints of several elements to form said wall or ceiling, or) THE INTEGRAL PANEL allows an economy in any construction project because, until now, there is no panel for walls and slabs that have the characteristics presented in this application since no panel of those known today are manufactured to the exact size of the wall or slab required, nor do they have a cross-shaped connector and fastener that separates and joins the welded meshes by means of only two welding points and which guarantees the fastening of the polystyrene to ensure the required coating in accordance with the technical construction

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

L'invention porte sur un panneau intégral pour murs et dalles qui comprend les éléments suivants: deux treillis électrosoudés parallèles, galvanisés ou en acier normal, coupés à la mesure exacte du mur ou de la dalle requise; une pluralité de raccords et de séparateurs en forme de croix qui sont soudés perpendiculairement, en leurs extrémités, à des tiges horizontales ou verticales desdits treillis électrosoudés afin de les réunir en parallèle et qui, en outre, fixent, maintiennent et séparent le polystyrène; un polystyrène isolant coupé à la mesure exacte requise et intercalé entre les treillis; un treillis de raccordement électrosoudé, plié ou non, destiné à relier les murs et/ou dalles entre eux; des éléments de raccordement, fils de fer ou soudures, permettant de relier les composants entre eux; des tiges dépassant en porte-à-faux de l'un des deux treillis électrosoudés, qui permettent d'appuyer le panneau sur les supports préexistants de la structure à construire; des poutres et colonnes intégrées au panneau intégral pour murs et dalles; et des raccords et éléments de raccordement, comme des fils de fer recuit ou galvanisé et des soudures.
PCT/MX2009/000032 2008-04-15 2009-04-02 Panneau intégral pour murs et dalles Ceased WO2009128694A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US12/936,184 US20110023410A1 (en) 2008-04-15 2009-04-02 Integral panel for walls and floors

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
MX2008000110 2008-04-15
MXMX/U/2008/000110 2008-04-15

Publications (1)

Publication Number Publication Date
WO2009128694A1 true WO2009128694A1 (fr) 2009-10-22

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ID=41199288

Family Applications (1)

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PCT/MX2009/000032 Ceased WO2009128694A1 (fr) 2008-04-15 2009-04-02 Panneau intégral pour murs et dalles

Country Status (2)

Country Link
US (1) US20110023410A1 (fr)
WO (1) WO2009128694A1 (fr)

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* Cited by examiner, † Cited by third party
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RU213689U1 (ru) * 2022-06-02 2022-09-22 Семен Манаширович Азизов Многослойная стеновая полноразмерная панель

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EP2767373A1 (fr) * 2013-02-15 2014-08-20 Bayer MaterialScience AG Procédé de fabrication d'un élément en béton armé multicouche
CN103266714B (zh) * 2013-04-09 2015-10-14 苏州汇丰材料科技股份有限公司 轻质混合型夹层墙板的制造工艺
CN106057063A (zh) * 2016-08-08 2016-10-26 江苏建筑职业技术学院 混凝土柱结构模型及制作方法
CN107859232B (zh) * 2017-12-14 2023-07-18 陕西凝远新材料科技股份有限公司 一种预埋线盒线管的砂加气混凝土板材及其制备方法
CA3033991A1 (fr) 2018-02-13 2018-04-26 Michael A. Dombowsky Panneau de batiment isole prefabrique comportant des couches de ciment durcies opposees liees a l'isolation
US11214964B2 (en) * 2019-06-14 2022-01-04 Nexii Building Solutions Inc. Reinforced structural insulation panel with corner blocks
US11603657B1 (en) * 2021-01-21 2023-03-14 William A. Tesh Dual function insulation and pest barrier
CN113718753B (zh) * 2021-06-15 2023-04-28 中交二航局第三工程有限公司 锚碇地下连续墙基础装配式中隔墙及施工方法
WO2024065036A1 (fr) * 2022-09-26 2024-04-04 Sacks Industrial Corporation Treillis métallique soudé à ductilité améliorée, articles, procédés et appareil associés
IT202300011697A1 (it) * 2023-06-08 2024-12-08 Ntc & R Srl Sistema modulare per impiego in edilizia e metodo di costruzione di un edificio

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