WO2022034570A1 - Méthode pour configurer des murs de types jalousies, procédé de renforcement pour maçonnerie préfabriquée et système de construction de type - Google Patents

Méthode pour configurer des murs de types jalousies, procédé de renforcement pour maçonnerie préfabriquée et système de construction de type Download PDF

Info

Publication number
WO2022034570A1
WO2022034570A1 PCT/IB2021/059380 IB2021059380W WO2022034570A1 WO 2022034570 A1 WO2022034570 A1 WO 2022034570A1 IB 2021059380 W IB2021059380 W IB 2021059380W WO 2022034570 A1 WO2022034570 A1 WO 2022034570A1
Authority
WO
WIPO (PCT)
Prior art keywords
lattice
unit
extension portion
extension
extension portions
Prior art date
Application number
PCT/IB2021/059380
Other languages
English (en)
Spanish (es)
Inventor
Héctor Eduardo HURTADO OCHOA
Original Assignee
Hurtado Ochoa Hector Eduardo
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 Hurtado Ochoa Hector Eduardo filed Critical Hurtado Ochoa Hector Eduardo
Publication of WO2022034570A1 publication Critical patent/WO2022034570A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • 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
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/70—Drying or keeping dry, e.g. by air vents
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/52—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/22—Masonry; Bricks

Definitions

  • the present invention is directed to a block construction system to build a wall structure, in particular, to prefabricated masonry units, method and assembly system that refer to lattice-type modular construction pieces that overlap to form different configurations. of a wall or facade structure, whose pieces are designed to allow the passage of light and air.
  • Masonry wall construction is a well-established technique. Traditional masonry construction, despite being one of the oldest construction systems, has the limitation that it is currently allowed to be used in areas of low or moderate seismic hazard.
  • the traditional masonry system with mortar and reinforcement is typically used to support lateral and vertical loads, such as earth retaining walls and seismic resistant walls.
  • the process is laborious, costly and time consuming.
  • lattice-type stackable masonry systems An alternative approach is lattice-type stackable masonry systems. Currently these systems are stackable and use blocks or decorative elements joined by mortar by creating successive rows of decorative blocks. This type of self-supporting, non-structural façade requires confinement by means of external columns to form a solid structure. Such lattice-type stackable systems are often preferable in traditional masonry due to the type of façade and for the entry of light and air in some cases. The system is expensive and the process is laborious.
  • US2013/0036700 discloses a system and a method for forming a wall.
  • the wall comprises blocks having internal couplers configured for use with push-through bars that are configured to securely lock the blocks together.
  • the rods that insert into the internal couplers may be threaded or have other locking features so that blocks in a wall can be securely fastened together.
  • the stackable masonry systems described above are based on wall construction elements such as mortar-set blocks creating stackable rows.
  • the previously disclosed wall construction masonry systems use brick or block, but do not contemplate the use of lattice-type structural elements without the need for confinement.
  • US4068482 relates to retaining walls and particularly to walls built with prefabricated stretchers having four basic configurations that can be used to build retaining wall faces, end walls and corners, all of which are interlocked with tie rods. uprights on each of the two support heads, which are separated by a constant gap on each stretcher.
  • the system of the present invention is a wall that allows light and air to pass through (lattice).
  • the pieces of document '482 have "fins" but they are designed to assemble a closed wall, unlike the present invention, the pieces have fins, but it is precisely to give multiple opening configurations.
  • US6948282 relates generally to a building block for constructing a freestanding wall without mortar, particularly to said building block having an interlock and flat surfaces extending outwardly from the interlock, and specifically to said building block interlocking construction having at least one core and further having a secondary or terminal core portion formed at each end of the building block to seat in an interlock of an adjacent lower building block.
  • document '282 discloses Lego-type blocks to build closed walls, unlike the present invention, which refers to making open walls, which allow light and air to pass through.
  • the blocks of the '282 document have a perforation in the center, but according to the figures they seem to propose the male-female system like the Lego toy blocks, unlike the present invention where the perforations are to pass the vertical reinforcement as a reinforcement system.
  • document US2010/0300028A1 discloses a protective barrier to protect structural columns, walls or other projecting elements that may be subject to inadvertent impacts.
  • the protective barrier in one form of the invention includes a plurality of protective blocks and a plurality of locating pins.
  • Each guard block includes a bumper surface for receiving impact forces, an elongated structure locating surface arranged in use to be positioned substantially against or adjacent to an edge defined by a structure to be protected, and at least two locating openings.
  • document '028 refers to blocks to protect structural elements such as columns from blows, that is, they are blocks to build barriers that can receive some type of impact.
  • the present invention relates to open walls.
  • Document '028 also refers to a single piece that is repeated and assembled as structural masonry (just like mine), but that is state of the art.
  • the present invention corresponds to a prefabricated modular masonry unit, a method and a structural wall, wall or facade construction system that refer to lattice-type stackable construction elements, which can be manufactured from a variety of conventionally used materials, such as: cement, concrete blocks, clay, rock, adobe, brick, plastic, wood, metal, composite materials and other suitable materials and combinations thereof.
  • Lattice-type modular masonry units which by means of grouping by means of an overlapping or interlocking system generate different façade configurations.
  • the different types of wall allow the passage of light and air.
  • the lattice-type wall or facade construction system is made up of five (5) units/pieces of lattice-type masonry predetermined and can have several different geometric shapes, which can be combined with each other, to form the wall or facade. Where each unit/piece of masonry in the system can have several (defined) positions depending on its rotation.
  • vertical perforations to allow, at the time of wall installation, the placement of joining material such as a mixture of sand, cement, concrete with fine gravel or grouting (mortar specialized for filling spaces that helps improve the structurality of the wall) and the function of confining the voussoirs with vertical structural reinforcement elements (rods or gravel).
  • Vertical perforations can have different shapes as long as they facilitate stripping. The fact that it has said perforations for the vertical reinforcements within the design of the masonry units/pieces, avoids the need for lateral columns.
  • the masonry units in their proportion will always be longer than they are tall, so they are arranged for their grouping and to give more stability to the structure, depending on the disposition of the masonry units in the wall we can visualize different sets of light and of shadows
  • the construction of the wall structures with lattice-type masonry units has lattice-type capping units.
  • the design of these lattice-type masonry units allows us different façade configurations depending on its rotation, whether vertical or horizontal, always respecting the location of the vertical perforations. In some cases, it allows modulation with lattice-type masonry units from different families (different geometric shapes of the masonry units/pieces).
  • the designs of the masonry units/pieces are conceived as sets of textures that allow the passage of light and air, some as horizontal perforations and others as solid pieces that, when grouped together, generate spaces between them for the passage of light and from air.
  • Another objective of the present invention is that corners can be generated or assembled, as well as curved facades or walls for the continuation of the structure, thus helping its stability.
  • Yet another objective of the present invention is to eliminate the confinement between columns by means of vertical reinforcements included in the design of lattice-type masonry units, reducing costs and allowing for longer walls.
  • Still another objective of the present invention is to refresh and illuminate the spaces through the different openings generated in the structures by means of ventilation and natural light, thus allowing the reduction of energy expenditure and its bioclimatic contribution.
  • Another objective of the present invention is to generate different forms or plays of light and shadows in the environment due to the fact that a single masonry unit/piece has different position options within the structure, generating different wall or façade configurations.
  • Figs. 1, 1A-1E Illustrating a front and top isometric view of a geometry or configuration of lattice-type masonry units according to one embodiment of the present invention.
  • Figs. 2, 2A-2E They illustrate a front and top isometric view of another geometry or configuration of the lattice-type masonry units according to an alternative implementation of the present invention.
  • Figs. 3, 3A-3E They illustrate a front and top isometric view of another geometry or configuration of the lattice-type masonry units according to another embodiment of the present invention.
  • Figs. 4, 4A-4E They illustrate a front and top isometric view of another geometry or configuration of the lattice-type masonry units according to another alternative implementation of the present invention.
  • Figs. 5, 5A-5D They illustrate a wall configuration formed by the masonry units according to another alternative implementation of the present invention.
  • Figs. 6, 7, 8 illustrate a wall configuration formed by the masonry units according to another alternative implementation of the present invention DETAILED DESCRIPTION OF THE INVENTION
  • the present invention is directed to a prefabricated modular masonry unit, method and system that refer to stackable construction elements in any material used to form a wall structure or conglomerate wall, or reinforced concrete, whose moldings create a true symbiosis between the elements and the structure for ventilation and light transmission and diffusion purposes, resulting in a rapid construction of a support structure or lattice-type facade with anti-seismic properties.
  • latticework will be understood as architectural elements that can be manufactured in different materials such as concrete, baked clay, plastic, metals, etc. It has a wide variety of shapes and the type of framework defines the level of privacy that can be obtained from one space to another. Consequently, the term lattices is not only used in decorative elements, but has been implemented in a more advanced concept in construction, to the point of becoming synonymous with perforated wall or facade, hence the term lattice-type facade.
  • a lattice-type masonry unit 100 is shown having a substantially rectangular front face 102 and back face 101.
  • Back face 101 has opposite symmetry to front face 102, and a first extension portion 108' extending outwardly from one end of back face 101.
  • the first extension portion 108' in the embodiment of the drawings is substantially rectangular in shape.
  • the rear face 101 has a second extension portion 108" extending from one end of the rear face 101.
  • the second extension portion 108" in the drawing embodiment is substantially rectangular in shape and symmetrically equal to the extension portion 108'. Where the extension portions 108' and 108", do not meet at the ends of the rear face 101, defining two portions 106 and 107 at the ends of the masonry unit.
  • the lattice masonry unit 100 is thus divided into two symmetrically equal portions, each approximately half the length of the masonry unit 100.
  • Substantially circular vertical perforations 109' and 109" pass through extension portions 108' and 108" from an upper face 104 of the masonry unit 100 to a lower face 103.
  • the vertical perforations 109' and 109" are substantially tubular, and approximately equal in length to the height of the masonry unit 100.
  • Vertical perforations 109' and 109" are wholly contained within extension portions 108' and 108".
  • Vertical perforations 109' and 109" have openings at each end, with a top opening on top face 104 and a bottom opening on bottom face 103.
  • Vertical perforations 109' and 109" are spaced approximately 6 to 30 inches from their center.
  • the portions of the masonry unit 100 between the extension portions 108' and 108" and the vertical perforations 109' and 109" are the settlement portions with other adjacent masonry units as seen in Figs. 1A-1E.
  • the lattice-type masonry unit 100 has a length range of 30 to 100 cm. A height range of 5 to 25 cm and a width range of 5 to 25 cm.
  • an alternative masonry unit is provided, where one of the extension portions 108", is located at one of the ends of the rear face 101, so that a surface 106 is defined adjacent to the first extension portion 108 '.
  • an alternative masonry unit is provided, where the extension portions 108' and 108", are located at the ends of the rear face 101.
  • an alternative masonry unit wherein there is a body having a front face 102, and a rear face 107, where on the rear face 107 and towards one end of said face, an extension portion 108 is defined.
  • the extension portion 108 has a vertical perforation 109" defined from an upper face to a lower face 103.
  • an alternative masonry unit consisting of a substantially rectangular block 108", having a perforation 109" from a top face to a bottom face.
  • a masonry unit construction system 100 and a method for the construction of lattice-type wall structures 100 have been found to allow a greater speed of construction over conventional methods, because they have no glue material between their pieces.
  • the masonry unit construction system 100 comprises a plurality of prefabricated masonry units 100 that are configured to be vertically stacked one on top of the other to form the lattice-like wall structure, as shown for example in Figs. 1A-1C.
  • the vertical perforations 109' and 109" can have different geometric shapes such as circles, triangles, squares, rectangles and others, as long as they facilitate stripping.
  • the design of the masonry units 100 together with the perforations verticals 109' and 109" have specific locations as required for the grouping of units with a locking or overlapping system. As shown in Fig. 1, the first vertical perforation 109' is located centered on the widest section of the masonry unit 100, likewise the second vertical perforation 109" in the same direction as the first.
  • the plurality of precast masonry units 100 used in the system and the method of construction of the wall are configured to allow several advantages over conventional concrete blocks.
  • Masonry units 100 can be made from a variety of materials conventionally used for the construction of a wall structure, such as: cement, concrete blocks, clay, rock, adobe, bricks, plastic, wood, metal, composite materials and other suitable materials and combinations thereof.
  • the lattice-type wall, wall or facade structure as shown in Fig. 1A is constructed from a plurality of masonry units 100.
  • the wall structure is constructed by placing the lattice-type masonry units 100 in a plurality of rows or horizontal rows.
  • the masonry units 100 are positioned such that the front faces 102 of the masonry units 100 are substantially rectangular, as are the rear faces 105.
  • Each horizontal row or row is out of line with another adjacent row or row by 50%.
  • the extension portion 108' of the rear face 105 of a first lattice-type masonry unit 100 of a first row is adjacent to the extension portion 108' of the rear face 105 of a second lattice-type masonry unit 100.
  • the extension portion 108' of the rear face 105 of the first lattice masonry unit 100 is adjacent to the extension portion 108' of the rear face 105 of a third lattice masonry unit 100, the second and third lattice-type masonry unit 100 being in a second row or row.
  • the wall structure construction system has coping masonry units 100b, which have extension portions 108' and 108" at the ends of the rear face 105, which can be attached to a unit 100 through the vertical perforations 109' and 109" to form a masonry structure, as shown in figure 1 B.
  • the lattice-type masonry units 100 may have a single extension portion 108".
  • the design of these masonry units allows different façade configurations to be assembled depending on the rotation and the order of the same, from the same masonry unit or from the combination of different designs of masonry units.
  • the openings that are formed by the extension portion 108' of the first lattice-type masonry unit 100c and the openings in the extension portion 108' of the second lattice-type masonry unit 100b allow the passage of light and air, generating an environment with plays of light and shadows, and contributing to refresh the interior space.
  • the vertical perforations 109' and 109" are preferably filled with specialized grouting or mortar for the filling of spaces that helps improve the structurality of the wall, wall or lattice facade.
  • Table 1 illustrates for geometry or configuration A the different lattice-type masonry units/pieces (1A, 2A, 3A, 4A and 5A) and their different positions within the wall. Table 1
  • a lattice-type masonry unit 200 is shown having a substantially rectangular front face 201 and back face 202.
  • Back face 202 has opposite symmetry to front face 201, and a first extension portion 208' extending outwardly from one end of back face 202.
  • the first extension portion 208' in the embodiment of the drawings is of substantially triangular shape.
  • Front face 201 has a second extension portion 208" extending from one end of the face.
  • Second extension portion 208" in the drawing embodiment is substantially rectangular in shape and symmetrically opposite extension portion 208'. . Where the extension portions 208' and 208", do not meet at the ends of the rear face 202 and front face 201, defining two portions 206 and 210 at the ends of the masonry unit.
  • the lattice masonry unit 200 is thus divided into two symmetrically equal portions, each approximately half the length of the masonry unit 200.
  • Substantially circular vertical perforations 209' and 209" pass through extension portions 208' and 208" from an upper face 204 of masonry unit 200 to a lower face 203.
  • Vertical perforations 209' and 209" are substantially tubular, and approximately equal in length to the height of the masonry unit 200.
  • Vertical perforations 209' and 209" are wholly contained within extension portions 208' and 208".
  • Vertical perforations 209' and 209" have openings at each end, with a top opening on top face 204 and a bottom opening on bottom face 203.
  • Vertical perforations 209' and 209" are spaced approximately 6 to 30 inches from their center.
  • the portions of the masonry unit 200 between the extension portions 208' and 208" and the vertical perforations 209' and 209" are the settlement portions with other adjacent masonry units as seen in Figs. 2A-2E.
  • the lattice-type masonry unit 200 has a length range of 30 to 100 cm. A height range of 5 to 25 cm and a width range of 5 to 25 cm.
  • an alternative masonry unit is provided, where one of the extension portions 208" is located at one end of the rear face 202, so as to define a surface 210 adjacent to the first extension portion 208'. .
  • an alternative masonry unit is provided, where the extension portions 208' and 208", are located at the ends of the rear face 202, and the front face 201, being symmetrically opposite.
  • an alternative masonry unit having a body having a front face 206, and a rear face 205 where on the rear face 205 and towards one end of said face, an extension portion 208" is defined.
  • the 208" extension portion has a vertical perforation 209" defined from a top face to a bottom face 203.
  • an alternative masonry unit consisting of an irregular substantially pentagonal block 208", having a perforation 209" from a top face to a bottom face.
  • a lattice-type masonry unit 300 is shown having a substantially concave front face 301 and a substantially rectangular rear face 302.
  • the front face 301 has a symmetry, and a first extension portion 308' extending outwardly from one end of the front face 301.
  • the first extension portion 308' in the drawing embodiment is substantially semicircular in shape.
  • Front face 301 has a second extension portion 308" that extends away from front face 301.
  • Second extension portion 308" in the drawing embodiment is substantially semi-circular in shape and symmetrical to extension portion 308'. . Where the extension portions 308' and 308", do not meet at the ends of the front face 301, defining two portions 306 and 307 at the ends of the masonry unit.
  • the lattice masonry unit 300 is thus divided into two symmetrically equal portions, each approximately half the length of the masonry unit 300.
  • Substantially circular vertical perforations 309' and 309" pass through extension portions 308' and 308" from an upper face 304 of the masonry unit 200 to a lower face 303.
  • the vertical perforations 309' and 309" are substantially tubular, and approximately equal in length to the height of the masonry unit 300.
  • Vertical perforations 309' and 309" are wholly contained within extension portions 308' and 308".
  • Vertical perforations 309' and 309" have openings at each end, with a top opening on top face 304 and a bottom opening on bottom face 303. Vertical perforations 309' and 309" are spaced approximately 6 to 30 inches from their center.
  • the portions of the masonry unit 300 between the extension portions 308' and 308" and the vertical perforations 309' and 309" are the settlement portions with other adjacent masonry units as seen in Figs. 3A-3E.
  • the lattice-type masonry unit 300 has a length range of 30 to 100 cm. A height range of 5 to 25 cm and a width range of 5 to 25 cm.
  • an alternative masonry unit is provided, where one of the extension portions 308', is located at one of the ends of the front face 301, so that a surface 307 is defined adjacent to the second extension portion 308"
  • the extension portions have vertical perforations 309' and 309" that are defined from an upper face 304 and to a lower face 303.
  • extension portions 308' and 308 are located at the ends of the front face 301.
  • the extension portions have vertical perforations 309' and 309" that are defined from an upper face 304 and to a lower face 303.
  • an alternative masonry unit wherein there is a body having a front face 306, where on the front face 301 and towards one end of said face, an extension portion 308' is defined.
  • Extension portion 308' has a vertical perforation 309' defined from an upper face 304 to a lower face 303.
  • an alternative masonry unit consisting of a substantially circular block 308', having a perforation 309' from an upper face 304 to a lower face 303.
  • Table 3 illustrates for geometry or configuration C the different lattice-type masonry units/pieces (1C, 2C, 3C, 4C and 5C) and their different positions within the wall.
  • a lattice-type masonry unit 400 is shown having a substantially concave front face 401 and a concave-convex back face 402.
  • Front face 401 has opposite symmetry, and a first extension portion 408' extending outwardly from front face 401.
  • First extension portion 408' in the drawing embodiment is substantially semicircular in shape.
  • Back face 402 has a second extension portion 408" extending away from back face 402.
  • Second extension portion 408" in the drawing embodiment is substantially semi-circular in shape and symmetrical opposite extension portion 408. '. Where the extension portions 408' and 408", do not meet at the ends of the front 401 and rear 402 face, defining two portions 406 and 407 at the ends of the masonry unit.
  • the lattice-type masonry unit 400 is thus divided into two symmetrically equal portions, each approximately half the length of the masonry unit 400.
  • Substantially circular vertical perforations 409' and 409" pass through extension portions 408' and 408" from an upper face 404 of the masonry unit 200 to a lower face 403.
  • the vertical perforations 409' and 409" are substantially tubular, and approximately equal in length to the height of the masonry unit 400.
  • Vertical perforations 409' and 409" are wholly contained within extension portions 408' and 408".
  • Vertical perforations 409' and 409" have openings at each end, with a top opening on top face 404 and a bottom opening on bottom face 403. Vertical perforations 409' and 409" are spaced approximately 6 to 30 inches from their center.
  • the portions of the masonry unit 400 between the extension portions 408' and 408" and the vertical perforations 409' and 409" are the settlement portions with other adjacent masonry units as seen in Figs. 4A-4E.
  • the lattice-type masonry unit 400 has a length range of 30 to 100 cm. A height range of 5 to 25 cm and a width range of 5 to 25 cm.
  • an alternative masonry unit is provided, where one of the extension portions 408', is located at one of the ends of the front face 401, so that a surface 410 is defined adjacent to the second extension portion 408"
  • the extension portions have vertical perforations 409' and 409" which are defined from an upper face 404 and to a lower face 403.
  • extension portions 408' and 408 are located at the ends of the front face 401.
  • the extension portions have vertical perforations 409' and 409" which are defined from an upper face 404 and even a lower face 403.
  • an alternative masonry unit having a body having a front face 406, where on the front face 406 and towards one end of said face, an extension portion 408' is defined.
  • Extension portion 308' has a vertical perforation 409' defined from an upper face 404 to a lower face 403.
  • an alternative masonry unit consisting of a substantially circular block 408', having a perforation 409' from an upper face 404 to a lower face 403.
  • Table 4 illustrates for geometry or configuration D the different lattice-type masonry units/pieces (1D, 2D, 3D, 4D and 5D) and their different positions within the wall.
  • the configuration of the masonry units forming a wall is shown.
  • the wall can be formed by combining the family of pieces shown in figures 1 A, 1 B, 1 C, 1 D, 1 E.
  • the pieces are secured by connecting elements positioned in the vertical perforations, and the spaces are filled by the location of the extension portions.
  • the pieces to be combined are of free choice among the pieces provided, so the configuration of walls and forms to be built is wide, which is advantageous on the part of the invention. It is necessary to emphasize that the construction of the wall is not limited to the modality shown in figure 5, and that the alternative modalities of the invention apply in the same way for its construction.
  • the configuration of the masonry units forming a wall is shown.
  • the wall can be formed by combining the family of pieces shown in figures 2A, 2B, 2C, 2D, 2E.
  • the pieces are secured by connecting elements positioned in the vertical perforations, and the spaces are filled by the placement of the extension portions.
  • the pieces to be combined are of free choice among the pieces provided, so the configuration of walls and shapes to be built is wide, which is advantageous on the part of the invention.
  • the configuration of the masonry units forming a wall is shown.
  • the wall can be formed by combining the family of pieces shown in figures 3A, 3B, 3C, 3D, 3E.
  • the pieces are secured by connecting elements positioned in the vertical perforations, and the spaces are filled by the placement of the extension portions.
  • the pieces to be combined are of free choice among the pieces provided, so the configuration of walls and forms to be built is wide, which is advantageous on the part of the invention.
  • the configuration of the masonry units forming a wall is shown.
  • the wall can be formed by combining the family of pieces shown in figures 4A, 4B, 4C, 4D, 4E.
  • the pieces are secured by connecting elements positioned in the vertical perforations, and the spaces are filled by the placement of the extension portions.
  • the pieces to be combined are of free choice among the pieces provided, so the configuration of walls and forms to be built is wide, which is advantageous on the part of the invention. It is necessary to emphasize that the construction of the wall is not limited to the modality shown in figure 5, and that the alternative modalities of the invention apply in the same way for its construction.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Acoustics & Sound (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Retaining Walls (AREA)
  • Revetment (AREA)

Abstract

La présente invention correspond à une unité de maçonnerie modulaire préfabriquée, un procédé et un système de construction de mur, de paroi ou de façade structural, qui se réfèrent à des éléments de construction empilables de type jalousie, qui peuvent être fabriqués dans une variété de matériaux utilisés habituellement, tels que : le ciment, les blocs de béton, l'argile, la roche, le pisé, la brique, le plastique, le bois, le métal, les matériaux composites et les autres matériaux appropriés et les combinaisons de ceux-ci. Ladite construction de mur est réalisée au moyen de la combinaison d'unités de maçonnerie ayant des formes différentes qui peuvent se combiner de la manière la plus appropriée.
PCT/IB2021/059380 2020-08-14 2021-10-13 Méthode pour configurer des murs de types jalousies, procédé de renforcement pour maçonnerie préfabriquée et système de construction de type WO2022034570A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CONC2020/0009999 2020-08-14
CONC2020/0009999A CO2020009999A1 (es) 2020-08-14 2020-08-14 Metodo para configurar muros tipos celosias, proceso de armado para mampostería prefabricada y sistema constructivo tipo celosia

Publications (1)

Publication Number Publication Date
WO2022034570A1 true WO2022034570A1 (fr) 2022-02-17

Family

ID=72192594

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IB2021/059380 WO2022034570A1 (fr) 2020-08-14 2021-10-13 Méthode pour configurer des murs de types jalousies, procédé de renforcement pour maçonnerie préfabriquée et système de construction de type

Country Status (2)

Country Link
CO (1) CO2020009999A1 (fr)
WO (1) WO2022034570A1 (fr)

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3537687A (en) * 1967-09-25 1970-11-03 Philip Adelman Garden fence and wall
DE2816160A1 (de) * 1978-04-14 1979-10-25 Dieter Knoell Dekorstein sowie verfahren und form zu seiner herstellung
EP0075551A1 (fr) * 1981-09-18 1983-03-30 Rudolf Schmaranz Mur de protection acoustique
US4498660A (en) * 1982-12-02 1985-02-12 Union Carbide Canada Limited Modular fence structure
DE8504622U1 (de) * 1985-02-19 1985-08-14 Pieper, Irmgard, 2900 Oldenburg Bauelementensatz, vorzugsweise zur Errichtung von Ziermauern
US6250038B1 (en) * 1998-02-23 2001-06-26 Masumi Akamine Block for retaining wall and method for the construction of retaining wall using the same
WO2005045332A1 (fr) * 2003-11-06 2005-05-19 The University Of Nottingham Agencement de refroidissement
US20060059824A1 (en) * 2004-09-15 2006-03-23 Austin Barbisch Block structure
FR2904023A1 (fr) * 2006-07-24 2008-01-25 Terres Cuites Des Rairies Soc Element modulaire, en matiere moulable, pour la realisation de claustra, et claustra obtenu a partir de tels elements
ES1073234U (es) * 2010-08-09 2010-11-24 Naturcer S.L Celosia.
ES1138457U (es) * 2015-01-21 2015-04-15 Universitat Politècnica De Catalunya Celosía de piezas de hormigón aligerado
WO2018078481A1 (fr) * 2016-10-25 2018-05-03 Hurtado Ochoa Hector Eduardo Unité de maçonnerie préfabriquée, système et procédé de construction d'une structure de support de type jalousie

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3537687A (en) * 1967-09-25 1970-11-03 Philip Adelman Garden fence and wall
DE2816160A1 (de) * 1978-04-14 1979-10-25 Dieter Knoell Dekorstein sowie verfahren und form zu seiner herstellung
EP0075551A1 (fr) * 1981-09-18 1983-03-30 Rudolf Schmaranz Mur de protection acoustique
US4498660A (en) * 1982-12-02 1985-02-12 Union Carbide Canada Limited Modular fence structure
DE8504622U1 (de) * 1985-02-19 1985-08-14 Pieper, Irmgard, 2900 Oldenburg Bauelementensatz, vorzugsweise zur Errichtung von Ziermauern
US6250038B1 (en) * 1998-02-23 2001-06-26 Masumi Akamine Block for retaining wall and method for the construction of retaining wall using the same
WO2005045332A1 (fr) * 2003-11-06 2005-05-19 The University Of Nottingham Agencement de refroidissement
US20060059824A1 (en) * 2004-09-15 2006-03-23 Austin Barbisch Block structure
FR2904023A1 (fr) * 2006-07-24 2008-01-25 Terres Cuites Des Rairies Soc Element modulaire, en matiere moulable, pour la realisation de claustra, et claustra obtenu a partir de tels elements
ES1073234U (es) * 2010-08-09 2010-11-24 Naturcer S.L Celosia.
ES1138457U (es) * 2015-01-21 2015-04-15 Universitat Politècnica De Catalunya Celosía de piezas de hormigón aligerado
WO2018078481A1 (fr) * 2016-10-25 2018-05-03 Hurtado Ochoa Hector Eduardo Unité de maçonnerie préfabriquée, système et procédé de construction d'une structure de support de type jalousie

Also Published As

Publication number Publication date
CO2020009999A1 (es) 2020-08-31

Similar Documents

Publication Publication Date Title
ES2257069T3 (es) Bloque para muro de contencion.
US4524551A (en) Construction units for the erection of walls and method of utilization
ES2281365T3 (es) Sistema y metodo para paredes de retencion modulares pretensadas.
ES2578978T3 (es) Sistema de anclaje
ES2283288T3 (es) Sistema de bloque para muro de contencion.
WO2018078481A1 (fr) Unité de maçonnerie préfabriquée, système et procédé de construction d'une structure de support de type jalousie
ES2552800T3 (es) Bloque de albañilería con superficies curvadas de forma continua
NL8920757A (nl) Zelf ondersteunende onderling te verbinden bekistingselementen voor het gieten van speciale wandconstructies en een werkwijze voor het gebruik van dergelijke bekistingselementen.
ES2818673T3 (es) Bloques de construcción inter blocantes para ensamblajes modulares cambiantes
ES2557378T3 (es) Bloque de muro de contención
ES2603569T3 (es) Refugio protector
US20090188186A1 (en) Building Construction System and Structural Modules Thereof
US6745537B1 (en) Modular wall or fence construction system
RU2605468C2 (ru) Модульная система сборных строительных деталей заводского изготовления
ES2368048A1 (es) Placa alveolar antisísmica.
ES2214475T3 (es) Aparato para disipar la energia de las olas.
WO2022034570A1 (fr) Méthode pour configurer des murs de types jalousies, procédé de renforcement pour maçonnerie préfabriquée et système de construction de type
ES2396271T3 (es) Semimódulo y semielemento de encofrado perdido de construcción de piscinas
BR112021006568A2 (pt) forma permanente para formar estruturas de concreto
JP7197879B2 (ja) 落石防護柵
ES2926163T3 (es) Módulo de construcción y método de uso del mismo
ES2408238B1 (es) Sistema constructivo
CN107816032A (zh) 一种透气防积水的土木格室
PT105009A (pt) Bloco para construção de sistemas de fundação e método para construir muros com o referido bloco
JP3585483B1 (ja) ブロックとその金型とそのブロックを用いた施工方法

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 21855745

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 21855745

Country of ref document: EP

Kind code of ref document: A1