WO2012105821A1 - Système, de construction de bâtiments sans ciment utilisant des panneaux de type sip - Google Patents

Système, de construction de bâtiments sans ciment utilisant des panneaux de type sip Download PDF

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Publication number
WO2012105821A1
WO2012105821A1 PCT/MX2011/000019 MX2011000019W WO2012105821A1 WO 2012105821 A1 WO2012105821 A1 WO 2012105821A1 MX 2011000019 W MX2011000019 W MX 2011000019W WO 2012105821 A1 WO2012105821 A1 WO 2012105821A1
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WO
WIPO (PCT)
Prior art keywords
construction
panels
sip
building
buildings
Prior art date
Application number
PCT/MX2011/000019
Other languages
English (en)
Spanish (es)
Inventor
Manuel BENITEZ PEREZ
Original Assignee
Benitez Perez Manuel
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Benitez Perez Manuel filed Critical Benitez Perez Manuel
Priority to PCT/MX2011/000019 priority Critical patent/WO2012105821A1/fr
Publication of WO2012105821A1 publication Critical patent/WO2012105821A1/fr

Links

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
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs

Definitions

  • the present invention relates to the branch of the construction industry and in particular to the construction of buildings without cement that mainly use SIP panels (Sandwich Insulation Panels or Sandwich Insulated Panels) comprising the use of an insulating core, dress of mineral chipboard boards.
  • SIP panels Sandwich Insulation Panels or Sandwich Insulated Panels
  • reinforced concrete material arising from the integration of concrete with steel that allowed to take advantage and complement the benefits of each material.
  • the high compressive strength of concrete and the high tensile strength of steel as well as the affinity and adhesion between them resulted in such a discovery.
  • reinforced concrete has played a preponderant role since it has allowed the creation of prefabricated construction systems, resulting in various forms of production in the search for efficiency, in reducing the weight of the elements and with it the decrease of the costs.
  • construction has not solved two basic problems faced by dissimilar construction systems today: the high weight of the elements and the high production and construction costs.
  • SIP type panels that are pieces consisting of an insulating material covered by two bonded sheets of various types of materials that allow the creation of a sandwich panel of multiple dimensions and ease of installation. cutting, handling and assembly.
  • These techniques have not achieved high durability and resistance panels because wood, playwood, OSB, or fiber cement sheets, or lightened cements are generally used as cladding boards and in many cases they are not very durable or have high production and construction costs.
  • document 4,918,895 discloses a system of sandwich-type wall panels comprising an insulating core, two metal cladding adhered to the core face and an associated edge portion that extends along a longitudinal edge of each of the metal liners where the free ends of said edge portions extend in a spaced parallel relationship with each other, to define a flanged central flange through a pair of channels and extends from the longitudinal edge of the panel.
  • it includes a pair of parallel separate legs formed by the marginal portions of said coverings and projecting beyond the core on the opposite longitudinal edge of the panel, where said legs are spaced to form a groove to receive the tongue of an adjacent panel in shape.
  • document ES2050932 refers to an invention consisting of a coupling between two interlaminar structure panels, where each comprises: an insulating layer that is covered on one of its sides with a first metal plate and on its other side with A second metal plate, each of the panels having a prismatic connection edge for coupling by means of the connection elements of another panel similar to said connection edge.
  • One of the purposes of the invention is to design a coupling of this type, in such a way as to effectively stimulate the interior ventilation and the transport of steam in the space joined by the plates, while, nevertheless, they are not affected by Adverse form properties, such as a partition of two coupled panels.
  • the sandwich panel that this invention reveals is intended as a coupling component within a system that
  • WO8401792 discloses a system for the construction of structures, in particular box-like structures, such as shelters, containers, etc., of panels comprising sandwich units with thermal insulation in their core, for example, cellular plastic, with outer foil, for example, reinforced plastic bonded thereto;
  • the panels are intended for coupling together with the edge members of heat insulating material and provided with at least one side, preferably two sides with two separate lateral flanges that project angularly if to join the panels.
  • the panels have grooves on the edge of the surfaces intended to be attached to edge members; the grooves being intended to receive the lateral flanges of the respective edge member and always in direct relation to the internal surfaces of the outer sheet of the respective panel;
  • the distance between the outer side surfaces of the flanges corresponds to the distance between the inside of the outer sheet in the grooves.
  • the thickness of the side flanges is substantially equal to the width of the grooves.
  • WO2008106859 discloses a construction technology of the sandwich-insulated thermal panel, mounted on an aseismic frame consisting of assembling the sandwich-insulated thermal insulation wall panel (1) in the seismic frame with a projection engaged in a groove ordinally, where the wall panel is formed by two outer panels (2,4) made of fireproof and waterproof boards and a core (5) made of thermal insulation material, and one side of the wall panel It has a slot (3) adjusting a projection (6) of the other part, then fixing the steel meshes (12) on both sides of the panel to connect with the preset steel cables of the seismic frame (8) and plaster grout of cement.
  • This document is not relevant because it is also a type of panel for which metal channels are used in its installation in which the pieces are inserted. This type of product is used to make light walls and then put metal sheets on the roof. With this type of piece, totally durable buildings cannot be built and it is fundamentally identified with the temporary type construction.
  • Another objective of the present invention is to use SIP panels in this construction system, as well as the use of construction elements that are made of high durability materials and excellent characteristics such as fire resistance, environmentally friendly, resistant to moisture and recyclable, obtaining very varied designs with multiple shapes and dimensions that allow designers the most diverse facades of buildings present in any type of construction project, and thanks to its versatility in terms of interconnection with each other through simple joints to erect buildings with an immense plurality in terms of types and designs.
  • a further objective of the present invention is to provide a construction system where easily manipulable parts are used both manually and industrially, thus achieving very high productivity in the factory, and Due to the fact that this system does not use commercial cement for its coupling, a more efficient and clean building is achieved in the construction process avoiding obtaining and generating little or no construction waste. Also, the transportation of its elements is simple, has great ease of installation and provides very short assembly times, thereby allowing greater constructive speed in the works it offers.
  • Another objective of the present invention is to provide a construction system that uses SIP-type panels which is lightweight, clean, fundamentally composed of a material in the core that is recyclable or recycled such as expanded polystyrene, PET, polyurethane.
  • the outer sheets include an adhesive or glue on the inner side and sheets of mineral agglomerates from magnesium oxide.
  • Another objective of the present invention is the use of SIP panels which are resistant to moisture and as a consequence do not allow the development of microorganisms such as bacteria and fungi.
  • Figure 1 shows an expanded polystyrene sheet (1) and two sheets of mineral agglomerate (2) that will be glued to the plate using a previously selected special glue.
  • Figure 2 shows a panel (3) already created from these two agglomerate sheets adhered to the core of the insulating material and a "spline" (4) or beam formed by three or more sheets (2) adhered together which will be the element that facilitates the interconnection between the different parts of the system.
  • Figure 3 shows a polystyrene core and four sheets (2) glued together forming a column (5) and a polystyrene section and two sheets integrated into two spline (4) forming a beam (6).
  • Figure 4 shows a variety of pieces previously created to form a building, slabs (7), wall panels (3) window panels (8), door panels (9), columns (5).
  • Figure 5 corresponds to a section showing the type of interconnection between a wall load panel (3), a beam (6), a mezzanine slab (7), an upper panel placed on the first floor (3) and a cover slab (10). All the pieces are constructed of the same composite material and in all cases the spline (4) appears as a piece of interconnection and continuity throughout the structure.
  • Figure 6 represents a detail of the interconnections between the wall panels and the foundation where it is presented as a spline interconnection element (4) that is anchored to the foundation by means of expansion bolts and the panel (3) is connected to the spline by means of the glue (11).
  • Figure 7 represents a section in details showing the complementary materials used, the glue (11), the fixing screws (12) interconnected through the spline (4).
  • FIG 8 the section in a two-story building is represented in isometric where the different elements of the construction system that have been placed through joints or joints designed for it appear that allow the erection of any building.
  • Figure 9 shows several parts of the system used interchangeably as building materials in a building in which the structural support is made of metal. Facade panels (3), mezzanine slabs (7), interior panels (13) all placed as complementary pieces to the metal structural system of that building represented by metal columns (14) and metal beams (15).
  • Figure 11 shows how the new panel (3) will be inserted to the previous one already installed, a second spline (4) is placed on the one that had been left in the groove of the previous panel (3) and the glue is applied.
  • the reinforcements (18) will be placed and a panel with the spline will be inserted into the recess of the new panel by using the glue.
  • Figure 12 shows the glue (11) on the foundation spline that is placed on the foundation (20), all the spline (4) that will be the interconnections between two panels and a new panel (3) at 90 are shown degrees, for which a waiting spline (4) has been placed.
  • Figure 13 shows the glue (11) applied on the slit that will receive the enclosure (18) that will be formed by the spline (4) that will be placed on the top of the wall (19) by means of temporary fixing nails ( 17)
  • Figure 14 shows how the spline (4) is placed by means of glue (11) in the groove in the upper part of the wall (19) and then receive the cover slab (10).
  • Figure 15 shows the placement of a sloping roof by means of glue (11), fixing nails, spline (4) and roof slabs (10). In this case an additional panel has been placed on the wall to give the height of the inclination of the roof slabs (10)
  • Figure 16 shows all the components of a type of window panel, expanded polystyrene (1), sheets of mineral agglomerate (2) cut according to design, the spline (4), the glue (11), all this for form the window panel (8).
  • Figure 17 shows three different designs of decorative panels for buildings such as window panels (8) to which finishing materials (22) have been applied, another decorative panel to which a carving procedure has been applied ( 21) combined with a finishing material (22) and a third panel to which a finishing material (22) and a longitudinal carving (21) have also been applied to give a selected decorative shape.
  • Figure 18 shows how a panel (3) placed on the second floor will be inserted, for which the glue (11), the splines (4), the beam (6), the mezzanine slab (7) are also used , the fixing screws (12), all placed on the wall (19)
  • Figure 19 shows a finished house in which no cement has been used, and decorative elements (23) all of the same material of sheets of mineral agglomerates (2) cut in different shapes have been placed.
  • the present invention is a system of construction that does not use conventional cement and that, in other things, uses a new composite material, which allows a structural design to be obtained that can be subjected to various loads and functions, which consists in achieving the balance between the actions of the loads to which it will be exposed and the reaction of the construction pieces to said loads, ensuring that each piece first supports its own weight, also supports the task entrusted to it within the structure and that It also forms a part of a whole that is the building, which at the same time has been designed for the fulfillment of a specific function.
  • each piece also has a specific function and must also guarantee stability, resistance to the environment, resistance to fire and moisture and durability that allows a building to last at least the time for which It has been designed.
  • the properties of the sheets (2) of agglomerate of magnesium oxide minerals, combined with the properties of expanded polystyrene, or of any recycled material that is suitable for the purposes of the present system, and joined together by means of the selected adhesive or glue and the designed parts and interconnections allow us to achieve that each element fulfills the function for which it has been created and placed inside the building.
  • the excellent resistance to compression, traction, flexion, flexo-compression and shear stresses of each piece, as well as the low weight that these present allows to achieve such objectives within each building that has been designed.
  • the construction system is created characterized by the easy manipulation of its elements, the constructive diversity of them, very short assembly times and does not need a highly qualified staff or complex attachments to its execution
  • the elements obtained form a catalog of prefabricated parts such as panels (3), slabs (7 and 10), lintels or beams (6) which can be used individually or as elements of the system itself.
  • the process consists in designing the building first, separating it in all the pieces that compose it, after the analysis and structural design of the building have been carried out, verifying the behavior of each piece before the action of the loads to which it will be subjected.
  • the construction begins in a traditional way with the layout of the foundation (20), in this case for the system a foundation has been designed in the form of a slab or concrete plate of very thin thickness due to the fact that our building was characterized by its Low weight, but high strength and durability.
  • These foundations are well known for the universal construction technique, said foundation slab is placed on a floor, previously studied and compacted.
  • a foundation in the form of a running shoe can also be used and the only condition is that it is level to proceed with the lifting of our work.
  • the process of creating the union of the walls to the foundation is represented in figure (6) and is the one that begins the construction of the building in question and consists in the first placement of the foundation splines (4) that are placed on the slab according to the layout of the location of the load-bearing walls and dividing walls of the building in question. These splines (4) are anchored by means of glue (11) and mechanical expansions (16) that guarantee stability and correct placement. Next, the lifting of the wall panels, whether inside or outside the building, begins. These panels are fixed by glue (11) and fixing nails (17) according to the structural design that has been previously made according to what is represented in figure 6.
  • mezzanine slabs (7) or roof slabs (10) begins according to the number of floors of the building as shown in figure (8).
  • the conformation of the openings of doors and windows is done by placing lintels or beams (6) that are inserted according to the project.
  • reinforcements will be made to the interconnection pieces called spline (4).
  • spline (4) In this case they will be referred to as splines of the reinforced type that consist of the placement of metal reinforcements (18) within the inside that form the spline blades.
  • reinforcements depending on the case, may also be made of glass or carbon fibers according to the design and the loads to which they will be subjected and are represented in Figure 11.
  • the interconnection piece between the different parts of a structure with this system is the spline (4), it is placed vertically reinforcing the wall (19) before the vertical and horizontal loads, it is also placed in a way horizontal, cooperating with the slabs (7 and 10) in the taking of the vertical stresses of mezzanine or roof loads and is also placed as an interconnection element in foundation (20) and as a horizontal enclosure piece in the upper part of the walls (19) of the building.
  • the function of the spline (4) is to serve as an interconnection piece for the entire building. That is why we say that the constructive system that we are presenting is constituted by two types of fundamental pieces, the panels of multiple shapes and dimensions; and spline reinforced or not, plus the necessary supplies for the assembly process. For this reason we consider it a fully open system, because with a minimum number of pieces a great diversity of architectural forms can be achieved.
  • the first step in the process is the placement of the foundation splines (4) on a slab or running shoe with a previously level surface (20). Glue is applied to the spline and a waterproofing such as the asphaltic mastic is placed if necessary.
  • the splines (4) can be held by mechanical expansions (12), always executing the work according to the specifications given in the specific project of the work. This explanation is clearly seen in Figure 6.
  • any part of it can be taken as a starting point to start installing a new panel (3). This will be done by placing a vertical spline (4) inside the slit of the panel (3) already installed and a new panel will be placed and the panel installation process will be repeated according to the order established in the assembly project. In this way the walls (19) are created on which the enclosure splines will be placed. This is clearly seen in Figure 12 and Figure 13.
  • the glue (11) will be placed on top of the wall and the spline (4) in addition to serving as a closing element between the panels (3), it will also have the function of joining the walls (19) with the mezzanine slabs (7) or roof (10).
  • the shape of these splines (4) will be adapted to the angle of inclination of the slabs (7 and 10), as seen in Figure 14 and Figure 15.

Abstract

Le système de construction de bâtiments sans ciment utilisant des panneaux de type SIP selon la présente invention consiste en une combinaison stratégique de deux éléments qui sont le système de production de pièces de type SIP au moyen d'un matériau isolant tel que le polystyrène expansé ou n'importe quel autre matériau recyclé qui satisfait les caractéristiques techniques nécessaires, revêtu d'une dissolution avec des couches d'agglomérat de minéraux à partir de l'oxyde de magnésium, formant de multiples types de pièces qui permettent de s'intégrer à un système intégral de construction de bâtiments légers. La conception, le calcul, l'analyse et le projet de bâtiments sans ciment autoportants grâce à ces pièces est le résultat final de cette technologie de production et de construction. Cette technologie ou ce système de construction a permis de produire un matériau innovateur composé qui garantit la construction de bâtiments de polyvalences et de formes variées, de grande légèreté, de propreté, de résistance et de durabilité élevée, dotées en outre d'un grand confort thermique et acoustique et offrant beaucoup de bien-être à ses habitants et à leur environnement. Tout ceci permet de construire des bâtiments ou des parties de bâtiments à des coûts inférieurs à ceux de la construction classique, du fait de l'économie de pièces, de la productivité élevée de production et de la rapidité d'exécution des bâtiments.
PCT/MX2011/000019 2011-02-04 2011-02-04 Système, de construction de bâtiments sans ciment utilisant des panneaux de type sip WO2012105821A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/MX2011/000019 WO2012105821A1 (fr) 2011-02-04 2011-02-04 Système, de construction de bâtiments sans ciment utilisant des panneaux de type sip

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/MX2011/000019 WO2012105821A1 (fr) 2011-02-04 2011-02-04 Système, de construction de bâtiments sans ciment utilisant des panneaux de type sip

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WO2012105821A1 true WO2012105821A1 (fr) 2012-08-09

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016193920A1 (fr) 2015-06-02 2016-12-08 Andervision Sp. Z O.O. Élément de construction préfabriqué autoporteur et procédé pour ériger des parois externes de bâtiments constituées d'éléments de construction préfabriqués de ce type
PL423200A1 (pl) * 2017-10-19 2019-04-23 Technobud Nowy Sacz Spolka Z Ograniczona Odpowiedzialnoscia Spolka Komandytowa Sposób wznoszenia budynków z prefabrykowanych elementów ścian

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4852310A (en) * 1982-12-30 1989-08-01 Enercept, Inc. Insulated building construction
US5628158A (en) * 1994-07-12 1997-05-13 Porter; William H. Structural insulated panels joined by insulated metal faced splines
US6698157B1 (en) * 2000-10-31 2004-03-02 William H. Porter Structural insulated panel building system
US20090293395A1 (en) * 2008-05-30 2009-12-03 Porter William H Structural insulated panel system including junctures

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4852310A (en) * 1982-12-30 1989-08-01 Enercept, Inc. Insulated building construction
US5628158A (en) * 1994-07-12 1997-05-13 Porter; William H. Structural insulated panels joined by insulated metal faced splines
US6698157B1 (en) * 2000-10-31 2004-03-02 William H. Porter Structural insulated panel building system
US20090293395A1 (en) * 2008-05-30 2009-12-03 Porter William H Structural insulated panel system including junctures

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
ENERCEPT: "SIP panels manufacturer", CONSTRUCTION GUIDE, 6 January 2009 (2009-01-06), Retrieved from the Internet <URL:http://web.archive.org/web/20090106055458/http://www.enercept.com/content/download/367/1688/file/CONSTRUCTION%20GUIDE.pdf> [retrieved on 20111128] *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016193920A1 (fr) 2015-06-02 2016-12-08 Andervision Sp. Z O.O. Élément de construction préfabriqué autoporteur et procédé pour ériger des parois externes de bâtiments constituées d'éléments de construction préfabriqués de ce type
PL423200A1 (pl) * 2017-10-19 2019-04-23 Technobud Nowy Sacz Spolka Z Ograniczona Odpowiedzialnoscia Spolka Komandytowa Sposób wznoszenia budynków z prefabrykowanych elementów ścian

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