WO2016009411A1 - Système de construction industriel adaptable doté d'une climatisation naturelle - Google Patents

Système de construction industriel adaptable doté d'une climatisation naturelle Download PDF

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Publication number
WO2016009411A1
WO2016009411A1 PCT/IB2015/055451 IB2015055451W WO2016009411A1 WO 2016009411 A1 WO2016009411 A1 WO 2016009411A1 IB 2015055451 W IB2015055451 W IB 2015055451W WO 2016009411 A1 WO2016009411 A1 WO 2016009411A1
Authority
WO
WIPO (PCT)
Prior art keywords
open
perforations
profile
fastening
open profile
Prior art date
Application number
PCT/IB2015/055451
Other languages
English (en)
Spanish (es)
Inventor
Jaime Alberto SARMIENTO OCAMPO
Carlos Mario AGUIRRE HENAO
Original Assignee
Sistemas De Construcción Industrial S.A.S. – Sisdeco
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 Sistemas De Construcción Industrial S.A.S. – Sisdeco filed Critical Sistemas De Construcción Industrial S.A.S. – Sisdeco
Publication of WO2016009411A1 publication Critical patent/WO2016009411A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • 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
    • E04B1/19—Three-dimensional framework structures
    • 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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • E04B2/62—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members the members being formed of two or more elements in side-by-side relationship
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts

Definitions

  • the present invention is related to industrialized civil constructions, specifically those corresponding to constructions for residential purposes with natural air conditioning and removable for their transfer and subsequent assembly. Description of the state of the art
  • Patent document ES 2328201 When disclosing a system of industrialized self-construction modular and heated by natural ventilation, which is characterized by using columns and beams that are joined by means of configuration nodes according to the geometry of the beam and the column.
  • Patent document US8635822 B2 discloses a system of construction of ventilated structural panels.
  • the different configurations described in the patent correspond to two sheets that include a matrix formed by separate structured elements.
  • the structural elements are commonly rigid bars and form the matrix by having a group of rigid bars in parallel, and another group of rigid bars in parallel are located perpendicular to the first group of rigid bars.
  • rigid bars are I profiles with perforations along the core of the I profile.
  • the sheets are coupled to the side and side of the die.
  • the present invention corresponds to a lightweight, removable and reusable construction system.
  • the construction system consists of an open profile structure and a closed profile structure, held together by fasteners through perforations comprising the profiles.
  • the construction system is fixed to leveling bases (16), or flat surfaces.
  • the open profile structures there is the structure of open profiles with perforations for fastening on the faces of the open profiles, the open profiles are articulated with each other by means of a stiffener fixed to the internal faces of the open profiles.
  • the open profile structures are columns and beams.
  • closed profile structures are the closed profile structure with perforations for clamping and perforations for installations on the faces of the closed profile; which is called load structure.
  • the open profile structure of an open profile with perforations for clamping and perforations for installations on the faces of the open profile; which is called a belt.
  • open profile structure of an open profile with perforations for fastening on the faces of the open profile.
  • These structures are called knot and belt knot.
  • the fasteners are bolts, although they can be flanges protruding from the profiles, which when articulated between them hold the components of the invention. Description of the figures
  • FIG. Illustrates a leveling base.
  • FIG. Illustrates a modality of the load structure.
  • FIG 3. Illustrates an embodiment of the loading structure with stage at the ends of the closed profile.
  • FIG 4. Illustrates some forms that may have of the cross section of the load structure.
  • FIG. Illustrates a column.
  • FIG 6. Illustrates some shapes it can have of the cross section of the column.
  • FIG 7. Illustrates a modality of the beam.
  • FIG 8. Illustrates a modality of the beam with connecting tube at the ends of the open profiles.
  • FIG 9. Illustrates a mode of the belt.
  • FIG 10. Illustrates an embodiment of the belt with platen at the ends of the open profile.
  • FIG 11. Illustrates a knot.
  • FIG 12. Illustrates a belt knot.
  • FIG 13. Illustrates the fixing of the leveling base.
  • FIG 14. Illustrates the articulation between a column with a leveling base.
  • FIG 15. Illustrates the articulation between columns, leveling bases and load structures.
  • FIG 16. Illustrates the articulation of the components for the conformation of floor frame and roof frame.
  • FIG. Illustrates the arrangement of coatings.
  • FIG 18. Illustrates a modality of the fasteners corresponding to the tabs.
  • the present invention corresponds to a removable and reusable construction system.
  • the construction system consists of open profile structures and closed profile structures, held together by fasteners through perforations comprising the profiles.
  • the construction system is fixed to leveling bases (16), or flat surfaces.
  • the leveling base (16) is made up of a screw (2), to which a plate (1) is fixed at one of its ends.
  • the stage (1) comprises holes (4), through which the leveling base (16) is fixed to a surface.
  • the leveling base (16) also comprises a capital plate (3) which is rotated in the screw (2) and therefore moves. To rotate the capital plate (3), the leveling base (16) comprises a thread (5).
  • the closed profile structure is formed by a load structure (18).
  • the load structure (18) is formed by a closed profile (12).
  • the perforations for installations (8) and the perforations for fastening (9) are located.
  • the perforations for installations (8) are located in the central area of the faces of the closed profile (12), and the perforations for fastening (9) at the ends of the faces of the closed profile (12).
  • the perforations for installations (8) have the function of allowing the passage of the different installations required in a construction system such as electrical installations, water pipelines, sewage pipelines, rainwater pipelines, among others, additionally allows air flow .
  • the perforations for fastening (9) have the function of allowing the loading structure (18) to be secured with the other components of the construction system.
  • the loading structure (18) comprises a stage (7) fixed by each end of the closed profile (12).
  • the stage (7) includes perforations for installations (8) and perforations for fastening (9).
  • the perforations for installations (8) and the perforations for fastening (9) are located.
  • the cross section of the load structure (18) can be variable.
  • Some of the illustrated sections correspond to:
  • the column (17) is made up of open profiles (6) preferably positioned parallel to each other.
  • the illustration in FIG 5, corresponds to a column of four open profiles (6) of cross section in the form of 'L'.
  • the perforations for fastening (9) are located.
  • the perforations for clamping (9) are located at the ends of each open profile (6).
  • the open profiles are articulated with each other by means of stiffeners (10).
  • the internal faces of the open profiles (6) are fixed to the stiffeners (10).
  • plates (7) are fixed.
  • the stage (7) includes perforations for installations (8) and perforations for fastening (9).
  • the cross section of the column (17) can be variable.
  • Some of the illustrated sections correspond to:
  • the beam (19) consists of two open profiles (6).
  • the illustration in FIG 7 corresponds to a beam (19) of two open profiles (6) of cross-section in the form of 'C preferably positioned parallel to each other.
  • the perforations for fastening (9) are located along each open profile (6) and on the faces thereof.
  • the perforations for clamping (9) are located at the ends of each open profile (6).
  • the open profiles (6) are articulated with each other by means of stiffeners (10).
  • the internal faces of the open profiles (6) are fixed to the stiffeners (10).
  • the beam (19) comprises a connecting tube (13) fixed at the ends of the open profiles (6).
  • Each connecting tube (13) comprises perforations for clamping (9).
  • the illustration in FIG 8 corresponds to a beam (19) of two open profiles (6) of cross-section in the form of 'C, preferably positioned parallel to each other.
  • the perforations for fastening (9) are located.
  • the open profiles are articulated with each other by means of stiffeners (10).
  • the internal faces of the open profiles (6) are fixed to the stiffeners (10).
  • the stiffener (10) can be a closed profile (12) of shorter length than the open profiles (6).
  • the stiffener (10) can also be a solid body. The function of the stiffener (10) is to prevent deformation of open profiles when they are loaded and therefore maintain the stiffness of the open profile structure.
  • the connecting tube (13) can be a closed profile (12) of shorter length than the open profiles (6).
  • the connecting tube (13) can also be a solid body.
  • the function of the connecting tube (13), for this type of beam (19), is to serve as a connecting element between said beam and the column (17).
  • the belts (20) are formed of an open profile (6), specifically in the illustration of FIG 9, the open profile (6) is of cross-section in the form of 'C, that is, it has three faces, of which two are parallel to each other, and perpendicular to a third face.
  • the perforations for fastening (9) and perforations for installations (8) are located.
  • the belts (20) comprise a stage (7) fixed at each end of the open profile (6).
  • the plates (7) have clamping holes (9).
  • the nodes (21) are formed of an open profile (6), specifically in the illustration of FIG 11, the open profile (6) is of cross-section in the form of 'C, that is, it has three faces, of which two are parallel to each other, and perpendicular to a third face. On each side of the open profile (6), the perforations for fastening (9) are located.
  • the belt knots (22) are formed by an open profile (6), preferably with two faces, which are perpendicular to each other. On each side of the open profile (6), the perforations for fastening (9) are located.
  • the perforations for fastening (9) comprise tabs (11) that protrude from the open profiles (6) or closed profiles (12), which when articulated between them hold the components of the invention.
  • the fastening of the components of the invention is carried out through the articulation of the flanges (11), and therefore the use of fasteners (23) is not necessary.
  • drilling is understood as any hole that dares a face of the open profile (6) or closed profile (12), hole that comprises or not a flange (11).
  • the fasteners (23) are nuts and bolts, bolts and the like.
  • the leveling base (16) is fixed to a surface, which can be ground or a flat base.
  • the fixing is done by fasteners (23) which pass through the holes (4) of the stage (1), fixing the leveling base (16) to the surface.
  • the fasteners (23) are preferably nuts and bolts.
  • For fixing the leveling base (16) they are preferably bolts of expansive shafts.
  • the columns (17) are articulated with the leveling bases (16), for this purpose the plate (7) of the column (17) and the capital plate (3) of the leveling base (16) are fixed by means of fasteners (23) that pass through the perforations for fastening (9) of the column (17).
  • fasteners (23) that pass through the perforations for fastening (9) of the column (17).
  • load structures (18) are articulated, by means of fasteners (23) through the fastening holes (9) comprising the components, preferably the articulation of the structures loading (18) and columns (17), is made between the ends of these components, however it can be done along the components.
  • load structures (18) are used.
  • the articulation between load structures (18) is carried out by means of knots (21), through fasteners (23) that pass the perforations for fastening (9) of the three components.
  • the load structures (18) are arranged between the load structures (18) located at the lower end of the columns (17), as seen in FIG 16.
  • the floor frame is formed by the articulation by means of clamping elements of columns (17), knots (21) and load structures (18).
  • the floor frame is formed by the articulation by means of fastening elements of columns (17), beams (19), knots (21) and load structures (18).
  • the channels of the collaborating sheet (14) are oriented perpendicular to the load structures (18), although they can describe an angle with respect to the load structures greater than 0 or less than or equal to 90 °, and on the collaborating sheet (14) the coating sheet (15) is arranged.
  • belts (20) are used.
  • the articulation of the belts (20) to the load structure (18), according to FIG 16, is done through the belt knots (22).
  • fasteners (23) are used that pass through the holes for fastening (9). ).
  • the belts (20) are arranged between the load structures (18) located at the upper end of the columns (17), as seen in FIG 17.
  • the roof frame is formed by the articulation by means of fastening elements of columns (17), belt knots (22), belts (20) and load structures (18).
  • the ceiling frame is formed by the articulation by means of fastening elements of columns (17), beams (19), belt knots (22) and belts (20).
  • cover sheets (15) are arranged side by side and side of the belts (20), which together act as a roof for construction.
  • a single cover sheet (15) can be arranged on the upper part of the straps (20).
  • side and side of the wall frame is provided with cover sheet (15).
  • the wall frame is formed by the articulation by means of fastening elements of columns (17) and beams (19).
  • the arrangement of cladding sheets (15) on the side and side of the wall frame and ceiling frame, allows air or other fluid to flow between the cladding sheets (15) which in turn passes through the perforations for installations ( 8) and the space between open profiles (6) of the column (17) and the beams (19), offering a natural cooling mechanism of the construction.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

La présente invention concerne un système de construction léger, démontable et réutilisable qui comprend une structure de profilés ouverts avec des perforations permettant la fixation dans les faces des profilés ouverts, une structure de profilé fermé avec des perforations pour la fixation et des perforations pour des installations dans les faces du profilé fermé, une structure de profilé ouvert d'un profilé ouvert avec des perforation pour la fixation et des perforations pour des installations dans les faces du profilé ouvert ; et une structure de profilé ouvert d'un profilé ouvert avec des perforations pour la fixation dans les faces du profilé ouvert. Dans la structure de profilés ouverts, les profilés ouverts sont articulés entre eux au moyen d'un raidisseur fixé sur les faces internes des profilés ouverts. Les composants antérieurs sont fixés entre eux par des éléments de fixation à travers les perforations de fixation, et le système de construction est fixé à travers les structures au niveau de bases niveleuses ou de surfaces planes.
PCT/IB2015/055451 2014-07-17 2015-07-17 Système de construction industriel adaptable doté d'une climatisation naturelle WO2016009411A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CO14-155138 2014-07-17
CO14155138 2014-07-17

Publications (1)

Publication Number Publication Date
WO2016009411A1 true WO2016009411A1 (fr) 2016-01-21

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109072604A (zh) * 2016-02-22 2018-12-21 威格建筑系统有限责任公司 使用堆叠结构钢壁桁架的用于构造多层建筑物的方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995020082A1 (fr) * 1991-09-26 1995-07-27 Higgins Gregory J Charpente orthogonale modulaire pour des batiments
US7310920B2 (en) * 2004-05-06 2007-12-25 Hovey Jr David Two-way architectural structural system and modular support member
US20070294974A1 (en) * 2006-06-27 2007-12-27 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for building foundations
ES2328201A1 (es) * 2007-03-30 2009-11-10 Jaime Alberto Sarmiento Ocampo Autoconstruccion industrializada modular y climatizada por autoventilacion natural.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995020082A1 (fr) * 1991-09-26 1995-07-27 Higgins Gregory J Charpente orthogonale modulaire pour des batiments
US7310920B2 (en) * 2004-05-06 2007-12-25 Hovey Jr David Two-way architectural structural system and modular support member
US20070294974A1 (en) * 2006-06-27 2007-12-27 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for building foundations
ES2328201A1 (es) * 2007-03-30 2009-11-10 Jaime Alberto Sarmiento Ocampo Autoconstruccion industrializada modular y climatizada por autoventilacion natural.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109072604A (zh) * 2016-02-22 2018-12-21 威格建筑系统有限责任公司 使用堆叠结构钢壁桁架的用于构造多层建筑物的方法

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