WO2018078481A1 - Unidad de mampostería prefabricada, sistema y método de construcción de una estructura de soporte tipo celosía - Google Patents
Unidad de mampostería prefabricada, sistema y método de construcción de una estructura de soporte tipo celosía Download PDFInfo
- Publication number
- WO2018078481A1 WO2018078481A1 PCT/IB2017/056387 IB2017056387W WO2018078481A1 WO 2018078481 A1 WO2018078481 A1 WO 2018078481A1 IB 2017056387 W IB2017056387 W IB 2017056387W WO 2018078481 A1 WO2018078481 A1 WO 2018078481A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- masonry
- unit
- masonry unit
- units
- lattice
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 24
- 238000010276 construction Methods 0.000 claims abstract description 81
- 239000000463 material Substances 0.000 claims abstract description 41
- 238000013461 design Methods 0.000 claims abstract description 26
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 239000004568 cement Substances 0.000 claims abstract description 17
- 239000004927 clay Substances 0.000 claims abstract description 15
- 239000011449 brick Substances 0.000 claims abstract description 10
- 239000002184 metal Substances 0.000 claims abstract description 10
- 229910052751 metal Inorganic materials 0.000 claims abstract description 10
- 239000004033 plastic Substances 0.000 claims abstract description 10
- -1 adobe Substances 0.000 claims abstract description 9
- 239000002131 composite material Substances 0.000 claims abstract description 9
- 239000011435 rock Substances 0.000 claims abstract description 9
- 230000002787 reinforcement Effects 0.000 claims description 50
- 239000004570 mortar (masonry) Substances 0.000 claims description 13
- 238000005553 drilling Methods 0.000 claims description 5
- 238000009415 formwork Methods 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 238000013467 fragmentation Methods 0.000 claims description 2
- 238000006062 fragmentation reaction Methods 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 238000004080 punching Methods 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 239000007787 solid Substances 0.000 abstract description 6
- 238000009423 ventilation Methods 0.000 abstract description 6
- 230000005540 biological transmission Effects 0.000 abstract description 4
- 238000009792 diffusion process Methods 0.000 abstract description 4
- 238000007796 conventional method Methods 0.000 description 6
- 239000003292 glue Substances 0.000 description 5
- 230000008569 process Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000031068 symbiosis, encompassing mutualism through parasitism Effects 0.000 description 2
- 241000201841 Celosia Species 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 235000008954 quail grass Nutrition 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
-
- 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
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like 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
- E04B1/62—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
- E04B1/74—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
-
- 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
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
Definitions
- the present invention relates to a prefabricated modular masonry unit, method and system that refer to stackable building elements in any material used to form a conglomerate wall or wall structure, whose moldings create a true symbiosis between the elements and the structure for purposes of ventilation, transmission and diffusion of light, resulting in a rapid construction of a support structure or lattice-like facade with anti-seismic properties.
- a masonry unit of the lattice type without external confinement (or additional elements to confine) and that is structural like the clay block wall.
- the masonry unit of the structural lattice type must be connected to adjacent masonry units in a standard stackable manner that eliminates the need for confinement.
- the masonry unit of the structural lattice type must also be designed to accept joining material (or grouting) that is poured inside the vertical perforations (segments) of the stackable units that make up the facade after completing a certain number of rows of the wall in order to reduce the construction time.
- the masonry unit of the structural lattice type must also be designed with vertical perforations (segments) to allow vertical reinforcements (rods) to be contained with the joining material to pour into the vertical perforations of the masonry units, in the vertical dimension to create a strong structure and greater stability that is linked together internally.
- US3090163A discloses a diffuser wall of lu2 made of a plurality of building blocks.
- the block can be made of any convenient building material.
- the wall is substantially solid that has lots of fillets crossed in spaced relation to each other at their point of intersection and having openings that extend completely through the wall at each of the four corners that surround each intersection.
- the solid surface of the wall is essentially uniplanar, and therefore, the fillets of each intersecting pair are tilted in opposite directions to provide the spaced relationship.
- Document US2013 / 0036700 discloses a system and method for forming a wall.
- the wall comprises blocks that have internal couplers configured for use with bars that can be inserted through and that are configured to securely block the blocks together.
- the rods that are inserted into the internal couplers can be threaded or have other blocking characteristics such that the blocks in a wall can be well held together.
- stackable masonry systems described above are based on wall construction elements such as mortar-seated blocks creating stackable rows.
- Wall construction masonry systems disclosed in the prior art use brick or block, but do not contemplate the use of lattice-like structural elements without the need for confinement.
- the present invention corresponds to a prefabricated modular masonry unit, a method and a structural wall, wall or facade construction system that refer to stackable lattice-like building 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 locking system generates different facade configurations.
- the different types of wall allow the passage of the lu2 and the air.
- vertical perforations (segments) to allow the installation of joining material such as sand, cement, concrete with fine gravel or grouting (mortar) at the time of wall installation.
- the masonry units include horizontal perforations that allow the passage of the lu2 and the air contributing to cool the space inside, depending on the arrangement of the masonry units on the wall we can visualize different sets of lu2 And of shadows.
- the construction of the wall structures with the lattice-type masonry units has lattice-type auction units.
- lattice-type masonry units allows us different façade configurations depending on the rotation of the façade, whether vertical or horizontal, always respecting the location of vertical perforations. In some cases, it allows modulation with latticework units of different families.
- the designs are designed as textures that allow the passage of the lu2 and the air, some as horizontal perforations and others as solid footings that at the time of grouping generate spaces between each other for the passage of lu2 and the air.
- Still another objective of the present invention is to eliminate the confinement between columns by means of vertical reinforcements included in the design of the latticework units, reducing costs and allowing more extensive walls.
- Yet 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 contribute to the environment since being a construction with masonry units that has bioclimatic functions to cool spaces, reduces the use of electrical elements such as fans, air conditioning, etc.
- Another objective of the present invention is to generate different shapes or games of lu2 and shadows in the environment because a single foot2a has different position options within the structure generating different wall configurations.
- CELOSIAS Lattice of wooden or iron sticks which is placed in the windows of buildings and other similar gaps, so that people inside can see without being seen.
- Parts for masonry made with perforations that allow light and wind to pass, which due to their geometry generate shadows of different shapes on the ground.
- Fig. 1 Illustrates a front and top isometric view of a prefabricated masonry unit according to an embodiment of the present invention.
- Figs. 1A-1B They illustrate a configuration of the support structure construction system according to an embodiment of the present invention.
- Fig. 1C It illustrates different configurations of the support structure construction system according to an embodiment of the present invention.
- Fig. ID It illustrates a front and top isometric view of a finishing masonry unit and different configurations of the support structure construction system according to an embodiment of the present invention.
- Fig. 1E Illustrates a front and top isometric view of a masonry unit of Figs. 1 and ID with beveled edge.
- Fig. 2. Illustrates a front and top isometric view of another configuration of the prefabricated masonry unit according to an alternative implementation of the present invention.
- Fig. 2A It illustrates a configuration of the support structure construction system according to an alternative implementation of the present invention.
- Fig. 2B It illustrates different configurations of the support structure construction system according to an embodiment of the present invention.
- Fig. 2C It illustrates a front and top isometric view of a finishing masonry unit and different configurations of the support structure construction system according to an embodiment of the present invention.
- Fig. 2D Illustrates a front and top isometric view of a masonry unit of Figs. 2 and 2D with beveled edge.
- Fig. 3. Illustrates a front and rear isometric view and a top and bottom view of another configuration of the prefabricated masonry unit according to another embodiment of the present invention.
- Fig. 3A It illustrates a configuration of the support structure construction system according to an alternative implementation of the present invention.
- Figs. 3B-3C They illustrate different configurations of the support structure construction system according to another embodiment of the present invention.
- Fig. 4. Illustrates a front and rear isometric view and a top and bottom view of another configuration of the prefabricated masonry unit according to another alternative implementation of the present invention.
- Fig. 4A It illustrates a configuration of the support structure construction system according to an alternative implementation of the present invention.
- Fig. 5 Illustrates a front isometric view and a top view of another configuration of the prefabricated masonry unit according to another embodiment of the present invention.
- Figs. 5A-5B They illustrate a front and top isometric view of an auction masonry unit of the support structure construction system according to an embodiment of the present invention.
- Fig. 5C It illustrates a configuration of the support structure construction system according to another embodiment of the present invention.
- Fig. 6. Illustrates a front and top isometric view of the prefabricated masonry unit according to another alternative implementation of the present invention.
- Fig. 6A It illustrates a configuration of the support structure construction system and different configurations of the support structure construction system according to another alternative implementation of the present invention.
- Fig. 6B It illustrates a front and top isometric view of a fastener masonry unit of the support structure construction system according to an embodiment of the present invention.
- the present invention relates to a prefabricated modular masonry unit, method and system that refer to stackable building elements in any material used to form a conglomerate wall or wall structure, or reinforced concrete, whose moldings create a true symbiosis between the elements and the structure for purposes of ventilation and transmission and diffusion of light, resulting in a rapid construction of a support structure or lattice-like facade with anti-seismic properties.
- latticework will be understood to be architectural elements that can be manufactured in different materials such as concrete, baked clay, plastic, metals, etc. It has a wide variety of forms and the type of fabric defines the level of privacy that can be obtained from one space to another. Therefore, the term latticework is not only used in decorative elements, but has been implemented to 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 having a front face 100b and a rear face 100a substantially curves having a shape defined by waveform curves is shown which are repeated along a longitudinal axis.
- the rear face 100a has a symmetry opposite the front face 100b, and a first extension portion 101 'extending outwardly from one end of the rear face 100a.
- the first extension portion 101 'in the embodiment of the drawings is substantially semicircular.
- the front face 100b has a second extension portion 102 'extending from one end of the front face 100b.
- the second extension portion 102 'in the embodiment of the drawings is substantially semicircular and symmetrically equal but inverted in opposite direction and end to the extension portion 101', acting as a 180 ° rotation of the first extension portion.
- the lattice-type masonry unit 100 is thus divided into two symmetrically equal portions 101 'and 102' but inverted in opposite directions, each of which is approximately half the length of the masonry unit 100.
- a substantially circular vertical perforations 101 and 102 pass through the extension portions 101 'and 102' of an upper concave-convex face 103 of the masonry unit 100 to a lower concave-convex face 104.
- Vertical perforations 101 and 102 are substantially tubular, and of length approximately equal to the height of the masonry unit 100. The vertical perforations 101 and 102 are fully contained within the extension portions 101 'and 102'.
- the vertical perforations 101 and 102 have openings at each end, with an upper opening 103 'on the upper face 103 and a lower opening 104' on the lower face 104.
- the vertical perforations 101 and 102 are approximately 15 to 75 cm apart. . from its center.
- Lattice unit type 100 lattice has a range in its length from 30 to 100 cm. A height range of 5 to 25 cm and a range in its width of 5 to 25 cm.
- a construction system of masonry units 105 and a method for the construction of lattice-like wall structures 110 have been found to allow a higher construction speed over conventional methods, because they have no glue material between their feet.
- the construction system of masonry units 105 comprises a plurality of prefabricated masonry units 100 that are configured to be stacked vertically on each other to form the lattice-like wall structure 110, as shown for example in Figs. 1A-1C.
- the construction system of masonry units 105 further comprises vertical reinforcement members 106 configured to be extended vertically from an underlying foundation 107, such as a structural plate or tie beam. Said vertical reinforcement members 106 were used to stabilize and reinforce the wall structure with the masonry units 100. The vertical reinforcement members 106 extend through the openings 103 'and 104' of the vertical perforations 101 and 102 of the masonry units 100 when said units are inserted in vertical reinforcement members 106.
- vertical perforations 101 and 102 are sized to allow vertical reinforcement members 106 to pass inside without restriction.
- the width of the vertical perforations is greater than that of the vertical reinforcement members.
- the vertical perforations 101 and 102 may have different geometric shapes such as circles, triangles, squares, rectangles and others, as long as they facilitate decoupling.
- the design of the masonry units 100 together with the vertical perforations 101 and 102 have specific locations since it is thus required for the grouping of the units with locking or overlapping system.
- the first vertical perforation 101 is centered in the widest section of the masonry unit 100, in the same way the second vertical perforation 102 but in the opposite direction acting as a 180 ° rotation of the first.
- the plurality of prefabricated masonry units 100 used in the system and the method of wall construction are configured to allow several advantages over conventional concrete blocks.
- prefabricated it is meant that the lattice-type masonry units 100 are manufactured before being placed in the wall structure 110, instead of being manufactured on-site.
- the masonry units 100 may be made of 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 wall, wall or facade structure 110 as shown in Figs. 1A-IB is constructed from a plurality of masonry units 100.
- the wall structure 110 is constructed by placing the lattice-type masonry units 100 in a plurality of horizontal rows or rows 109.
- the masonry units 100 are positioned such that the front faces 100b of the masonry units 100 are substantially curved, as are the rear faces 100a.
- Each horizontal row or row 109 is out of line of another adjacent row or row 109 by 50%.
- extension portion 102 'of the front face 100b of a first lattice-type masonry unit 100c of a first row 109a is adjacent to the extension portion 101' of the rear face 100a of a second lattice-type masonry unit lOOd
- extension portion 101 'of the rear face 100a of the first lattice-type masonry unit 100c is adjacent to the extension portion 102' of the front face 100b of a third lattice-type masonry unit lOOe
- the second and third unit of lattice type lattice type lOOd, lOOe being in a second row or row 109b.
- the construction system of the wall structure 105 has shot-up masonry units 108 and 120.
- the shot-off unit 108 is equivalent from its first vertical perforation 101 to its final extension at 3 ⁇ 4 of the masonry unit 100
- the auction unit 120 equals from its vertical perforation 101 to its final extension to ⁇ ⁇ of the masonry unit 100
- these auction units 108 and 120 are installed at the end of the horizontal rows or rows 109 where it is required to close the wall structure and allow the continuity of the wall or facade structure 110 in any desired angle or direction.
- a beveled edge 111 is illustrated in Fig.
- lattice-type masonry units 100 can be combined or grouped in several ways by means of the same overlapping or locking system generating different configurations of the wall or facade structure.
- the design of these masonry units allows different façade configurations to be assembled depending on their rotation and order, from the same masonry unit or from the combination of different designs of masonry units. Consequently, as shown in Figs.
- the openings that are formed by the waveform curvatures of the extension portion 102 'of the first latticework unit 100c and the openings by the waveform curvatures of the extension portion 101' of the second unit of lattice type lattice lOOd allow the passage of lu2 and air, creating an environment with lu2 games and shadows, and contributing to cool the space inside.
- vertical perforations 101 and 102 are preferably filled with specialized grouting or mortar for filling spaces that helps improve the structurality of the wall, wall or facade type lattice
- a latticework unit 200 that has a front face 200b and a rear face 200a composed of five straight sides having a shape defined by straight segments which make up a plurality of triangular sections that are repeated along a longitudinal axis.
- the rear face 200a has a symmetry opposite the front face 200b, and a first extension portion 201 'extending outwardly from one end of the rear face 200a.
- the extension portion 201 'in the embodiment of the drawings is substantially triangular in shape.
- the front face 200b has a second extension portion 202 'extending from one end of the front face 200b.
- the second extension portion 202 'in the embodiment of the drawings is substantially triangular and symmetrically equal but inverted in opposite direction and end to the first extension portion 201' acting as a 180 ° rotation of the first extension portion.
- the latticework unit 200 is thus divided into two symmetrically equal portions 201 'and 202' but inverted in opposite directions, each of which is approximately half the length of the masonry unit 200.
- a substantially circular vertical perforations 201 and 202 pass through the extension portions 201 'and 202' of an upper face 203 of the masonry unit 200 to a lower face 204.
- the vertical perforations 201 and 202 are substantially tubular, and of length approximately equal to the height of the masonry unit 200.
- the vertical perforations 201 and 202 are fully contained within the extension portions 201 'and 202'.
- the vertical perforations 201 and 202 have openings at each end, with an upper opening 203 'on the upper face 203 and a lower opening 204' on the lower face 204.
- the vertical perforations 201 and 202 are approximately 15 to 75 cm apart. . from its center.
- Lattice unit type 200 lattice has a range in its length from 30 to 100 cm. A height range of 5 to 25 cm and a range in its width of 5 to 25 cm.
- a construction system of masonry units 205 and a method for the construction of lattice-type wall structures 210 were found to allow a higher construction speed over conventional methods, because they have no glue material (eg mortar) between their feet2as .
- the construction system of masonry units 205 comprises a plurality of prefabricated masonry units 200 that are configured to be stacked vertically on each other to form the lattice-like wall structure 210, as shown for example in Figs. 2A-2B.
- the construction system of masonry units 205 further comprises vertical reinforcement members 106 configured to be extended vertically from an underlying foundation 107, such as a structural plate or tie beam. Said vertical reinforcement members 106 are used to stabilize and reinforce the structure of wall with the masonry units 200. The vertical reinforcement members 106 extend through the openings 203 'and 204' of the vertical perforations 201 and 202 of the masonry units 200 when said units are inserted into the vertical reinforcement members 106.
- vertical perforations 201 and 202 are sized to allow vertical reinforcement members 106 to pass inside without restriction.
- the width of the vertical perforations is greater than that of the vertical reinforcement members.
- the vertical perforations 201 and 202 can have different geometric shapes such as circles, triangles, squares, rectangles and others, as long as they facilitate the removal of formwork.
- the design of the masonry units together with the vertical perforations 201 and 202 have specific locations since it is thus required for the grouping of the units with locking or overlapping system.
- the first vertical perforation 201 is centered in the widest section of the masonry unit 200, in the same way the second vertical perforation 202 but in the opposite direction acting as a 180 ° rotation of the first.
- the plurality of prefabricated masonry units 200 used in the system and the method of wall construction are configured to allow several advantages over conventional concrete blocks.
- the latticework units 200 are made before placing them in the wall structure 210, instead of being manufactured on-site.
- the masonry units 200 can be made of 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 façade structure 210 as shown in Fig. 2A is constructed from a plurality of masonry units 200.
- the wall structure 210 is constructed by placing the masonry units type lattice 200 in a plurality of horizontal rows or rows 209. In a configuration of the invention, the masonry units 200 are positioned such that the front faces 200b of the masonry units 200 are substantially triangular, as are the rear faces 200th
- each row or horizontal row 209 is out of line of another row or adjacent row 209 by 50%.
- the extension portion 202 'of the front face 200b of a first lattice-type masonry unit 200c of a first row 209a is adjacent to the extension portion 201' of the rear face 200a of a second lattice-type masonry unit 200d
- the extension portion 201 'of the rear face 200a of the first lattice-type masonry unit 200c is adjacent to the extension portion 202' of the front face 200b of a third lattice-type masonry unit 200e, the second and third lattice unit type lattice 200d, 200e being in a second row or row 209b.
- the construction system of the wall structure 205 has fastener masonry units 208 and 220.
- the auction unit 208 is equivalent from its first vertical perforation 201 to its final extension at 3 ⁇ 4 of the masonry unit 200
- the auction unit 220 equals from its vertical perforation 201 to its final extension to ⁇ ⁇ of the masonry unit 200
- these auction units 208 and 220 are installed at the end of the horizontal rows or rows 209 where it is required to close the wall structure and allow the continuity of the wall or facade structure 210 in any desired angle or direction.
- a beveled edge 211 is illustrated in Fig.
- the lattice-type masonry units 200 can be combined or grouped in several ways by means of the same overlapping or locked system generating different configurations of the wall or facade structure. The design of these masonry units allows different façade configurations to be assembled depending on their rotation and order, from the same masonry unit or from the combination of different masonry unit designs.
- the openings that are formed by the triangle-shaped straight sections of the extension portion 202 'of the first latticework unit 200c and the openings by the straight triangle-shaped sections of the extension portion 201' of the second unit of latticework type lattice 200d allow the passage of lu2 and air, generating an environment with games of lu2 and shadows, and contributing to cool the space inside.
- vertical perforations 201 and 202 are preferably filled with specialized grouting or mortar for filling spaces that helps improve the structurality of the wall, wall or facade type lattice
- a lattice-type masonry unit 300 of rectangular shape having a front face 300b and a rear face 300a composed of horizontal perforations 310, 320, 330 on the face front 300b and horizontal perforations 311, 321, 331 on the rear face 300b, wherein said perforations have a defined truncated rectangular pyramid shape.
- the horizontal perforations 310 and 330 have a vertical rectangular shape and are located at the two opposite ends of the masonry unit 300; while the horizontal perforation 320 has a horizontal rectangular shape and is located in the center of the masonry unit 300, said perforations 310, 320, 330 extend through the front face 300b towards the rear face 300a of the unit 300 masonry, as is shown in Fig. 3.
- the horizontal perforations 310, 320, 330 are in the form of truncated rectangular pyramids (as shown), truncated conical forms (not shown) as well as other suitable forms and combinations thereof.
- Horizontal perforations 310, 320, 330 have a larger area on the front face 300b and a smaller area 311, 321, 331 on the rear face 300a. These areas are designed to allow the passage of light and air. Depending on the grouping or configuration of the masonry units 300, the percentage of entry and exit of the air and light can be reduced or increased to cool and illuminate the spaces as shown in Fig. 3.
- the masonry unit lattice type 300 has a length range of 30 to 100 cm. A height range of 5 to 25 cm and a range in its width of 5 to 25 cm.
- Substantially circular vertical perforations 301 and 302 located between the spaces of horizontal perforations 310-320 and 320-330 and extend through an upper face 303 of the masonry unit 300 to a lower face 304.
- Vertical perforations 301 and 302 are substantially tubular, and of length approximately equal to the height of the masonry unit 300.
- the vertical perforations 301 and 302 have openings at each end, with an upper opening 303 'on the upper face 303 and a lower opening 304' on the lower face 304.
- the vertical perforations 301 and 302 are approximately 15 to 75 cm apart. from its center.
- the masonry unit construction system 305 comprises a plurality of prefabricated masonry units 300 that are configured to be stacked vertically on each other to form the lattice-type wall structure 210, as shown for example in Figs. 3A-3C.
- the masonry unit construction system 305 further comprises vertical reinforcement members 106 configured to be extended vertically from an underlying foundation 107, such as a structural plate or tie beam. Sayings Vertical reinforcement members 106 are used to stabilize and reinforce the wall structure with the masonry units 300.
- the vertical reinforcement members 106 extend through the openings 303 'and 304' of the vertical perforations 301 and 302 of the units of masonry 300 when said units are inserted in vertical reinforcement members 106.
- vertical perforations 301 and 302 are sized to allow vertical reinforcement members 106 to pass inside without restriction.
- the width of the vertical perforations is greater than that of the vertical reinforcement members.
- the vertical perforations 301 and 302 may have different geometric shapes such as circles, triangles, squares, rectangles and others, as long as they facilitate decoupling.
- the design of the masonry units 300 together with the vertical perforations 301 and 302 and the horizontal perforations 310, 320, 330 have specific locations since it is thus required for the grouping of the masonry units with locking or overlapping system.
- the first vertical perforation 301 is located internally centered between horizontal perforations 310 and 320
- the second vertical perforation 302 is internally centered between horizontal perforations 320 and 330 but at the opposite end of the first.
- the plurality of prefabricated masonry units 300 used in the system and the method of wall construction are configured to allow several advantages over conventional concrete blocks.
- prefabricated it is meant that the latticework units 300 are manufactured before being placed in the wall structure 310, instead of being manufactured on-site.
- the masonry units 300 may be made of 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 façade structure 310 as shown in Figs. 3A-3C is constructed from a plurality of masonry units 300.
- the wall structure 310 is constructed by placing the lattice-type masonry units 300 in a plurality of horizontal rows or rows 309.
- the masonry units 300 are positioned such that the front faces 300b of the masonry units 300 are the front façade of the wall structure as shown in Fig. 3A.
- Each row or horizontal row 309 is off-line from another row or adjacent row 309 by 50%.
- the horizontal perforation 330 of the front face 300b of a first lattice-type masonry unit 300c of a first row 309a is adjacent to the horizontal perforation 320 of the front face 300b of a second lattice-type masonry unit 300d;
- the horizontal perforation 320 of the front face 300b of the first lattice unit of lattice 300c is adjacent to the horizontal perforations 310 and 330 of the front faces 300b of the second and third lattice unit of lattice 300d and 300e;
- the horizontal perforation 310 of the front face 300b of the first lattice-type masonry unit 300c is adjacent to the horizontal perforation 320 of the front face 300b of a third lattice-type masonry unit 300e, where the second and third type masonry unit lattice 300d, 300e being in a second row or was 309b.
- the construction system of the wall structure 305 has end-loading masonry units 308, which are equivalent to half the size of the masonry units 300, these end-units 308 are installed at the end of the horizontal rows or rows 309 where the continuity of the wall or facade structure 310 is required and allowed at any desired angle or direction.
- latticework units 300 can be combined or grouped in several ways by means of the same overlapping or locking system generating different configurations of the wall or facade structure.
- the design of these masonry units allows different facade configurations to be assembled depending on their rotation and order, from the same masonry unit or combination of different designs of masonry units.
- the size of the openings that are formed by the horizontal perforations 310, 320, 330 of the front face 300b and the horizontal perforations 311, 321, 331 of the rear face 300a of the lattice-type masonry units 300 allow the passage of light and air, creating an environment with play of light and shadows, and contributing to cool the space inside.
- vertical perforations 301 and 302 are preferably filled with specialized grouting or mortar for filling spaces that helps improve the structurality of the wall, wall or facade type lattice
- a rectangular lattice type 400 unit having a front face 400b and a rear face 400a composed of horizontal perforations 410, 420, 430, 440 on the front face 400b and horizontal perforations 411, 421, 431, 441 on the rear face 400a, wherein said perforations have a defined truncated conical shape.
- Horizontal perforations 410 and 440 have a circular shape and are located at the two opposite ends of the masonry unit 400; while horizontal perforations 420 and 430 are circular in shape and are located in the center of the masonry unit 400, said perforations 410, 420, 430, 440 extend through the front face 400b towards the rear face 400a of the masonry unit 400, as shown in Fig. 4.
- the horizontal perforations 410, 420, 430, 440 are truncated conical (as shown), truncated pyramidal forms (not shown) as well as other suitable forms and combinations from the same.
- Horizontal perforations 410, 420, 430, 440 have a larger area on the front face 300b and a smaller area 411, 421, 431,441 on the rear face 300a. These areas are designed to allow the passage of light and air. Depending on the grouping or configuration of the masonry units 400 the percentage of entry and exit of the air and light can be reduced or increased to cool and illuminate the spaces as shown in Fig. 4.
- the latticework unit 400 has a range in its length of 30 to 100 cm A height range of 5 to 25 cm and a range in its width of 5 to 25 cm.
- Substantially circular vertical perforations 401 and 402 located between the spaces of horizontal perforations 410-420 and 430-440 and extend through an upper face 403 of the masonry unit 400 to a lower face 404.
- Vertical perforations 401 and 402 are substantially tubular, and of length approximately equal to the height of the masonry unit 400.
- the vertical perforations 401 and 402 have openings at each end, with an upper opening 403 'on the upper face 403 and a lower opening 404' on the underside 404.
- the vertical perforations 401 and 402 are approximately 15 to 75 cm apart. from its center.
- a construction system of masonry units 405 and a method for the construction of lattice-type wall structures 450 have been found to allow a higher construction speed over conventional methods, because they have no glue material between their parts.
- the construction system of masonry units 405 comprises a plurality of prefabricated masonry units 400 that are configured to be stacked vertically on each other to form the lattice-type wall structure 410, as shown for example in Fig. 4A.
- the construction system of masonry units 405 further comprises vertical reinforcement members 106 configured to be extended vertically from an underlying foundation 107, such as a structural plate or tie beam. Said vertical reinforcement members 106 are used to stabilize and reinforce the wall structure with the masonry units 400.
- the vertical reinforcement members 106 extend through the openings 403 'and 404' of the vertical perforations 401 and 402 of the masonry units 400 when said units are inserted into vertical reinforcement members 106.
- vertical perforations 401 and 402 are sized to allow vertical reinforcement members 106 to pass inside without restriction. In particular, the width of the vertical perforations is greater than that of the vertical reinforcement members.
- the vertical perforations 401 and 402 may have different geometric shapes such as circles, triangles, squares, rectangles and others, as long as they facilitate decoupling.
- the design of the masonry units 400 together with the vertical perforations 401 and 402 and the horizontal perforations 410, 420, 430, 440 have specific locations since it is thus required for the grouping of the masonry units with locking or overlapping system.
- the first vertical perforation 401 is located internally centered between the horizontal perforations 410 and 420
- the second vertical perforation 402 is located internally centered between the horizontal perforations 430 and 440 but at the opposite end to the first.
- the plurality of prefabricated masonry units 400 used in the system and the method of wall construction are configured to allow several advantages over conventional concrete blocks.
- prefabricated it is meant that the latticework units 400 are manufactured before being placed in the wall structure 410, instead of being manufactured on-site.
- the masonry units 400 may be made of 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 410 as shown in Fig. 4A is constructed from a plurality of masonry units 400.
- the wall structure 410 is constructed by placing the lattice type masonry units 400 in a plurality of horizontal rows or rows 409.
- the masonry units 400 are positioned such that the front faces 400b of the masonry units 400 are the front facade of the wall structure as illustrated in Fig. 4A.
- Each row or horizontal row 409 is out of line of another row or adjacent row 409 by 50%.
- the horizontal perforations 430 and 440 of the front face 400b of a first latticework unit 400c of a first row 409a are adjacent to the horizontal perforations 410 and 420 of the front face 400b of a second latticework unit of the lattice type 400d; the horizontal perforations 410 and 420 of the front face 400b of the first lattice unit type lattice 400c are adjacent to the horizontal perforations 430 and 440 of the front face 400b of a third lattice unit type lattice 400e, where the second and third latticework unit type 400d, 400e being in a second row or row 409b.
- the construction system of the wall structure 405 has auctioning masonry units 408, which are equivalent to half the size of the masonry units 400, these auctioning units 408 are installed at the end of the horizontal rows or rows 409 where the continuity of the wall or facade structure 410 is required and allowed at any desired angle or direction.
- the lattice units 400 can be combined or grouped in several ways by means of the same overlapping or locking system generating different configurations of the wall or facade structure.
- the design of these masonry units allows different façade configurations to be assembled depending on their rotation and order, from the same masonry unit or from the combination of different masonry unit designs.
- the size of the openings that are formed by the horizontal perforations 410, 420, 430, 440 of the front face 400b and the horizontal perforations 411, 421, 431, 441 of the rear face 400a of the latticework units 400 type allow the passage of light and air, creating an environment with play of light and shadows, and contributing to cool the space inside.
- vertical perforations 401 and 402 are preferably filled with specialized grouting or mortar for filling spaces that helps improve the structurality of the wall, wall or facade type lattice
- a double-star lattice type 500 lattice unit having a front face 510 and a substantially curved rear face 511 having a shape defined by curvatures is shown of semicircular contour 503 and a circle contours of ⁇ ⁇ of the same radius that exit at each corner 504 where said contours have a defined shape of a curved surface of two concentric curves.
- the rear face 511 has the same profile of the front face 510, both sides have a double star design form 505a, 505b and a first and second extension portion 501 'and 502' that extend vertically outward from the center of The first and second stars.
- the first and second extension portions 501 'and 502' in the embodiment of the drawings are substantially curved.
- the lattice type 500 masonry unit is thus divided into two symmetrically equal portions 505a, 505b, each acting as a mirror of the other and which are approximately half the length of the masonry unit 500.
- the masonry unit type lattice 500 has a length range of 30 to 100 cm. A height range of 5 to 25 cm and a range in its width of 5 to 25 cm.
- Substantially circular vertical perforations 501 and 502 pass through the extension portions 501 'and 502' of an upper face 506 of the masonry unit 500 to a lower face 507.
- the vertical perforations 501 and 502 are substantially tubular, and of length approximately equal to the height of the masonry unit 500.
- the vertical perforations 501 and 502 are fully contained within the extension portions 501 'and 502'.
- the vertical perforations 501 and 502 have openings at each end, with an upper opening 506 'on the upper face 506 and a lower opening 507 'on the lower face 507.
- the vertical perforations 501 and 502 are approximately 15 to 75 cm apart. from its center.
- a construction system of 508 masonry units and a method for the construction of 560 lattice type wall structures were found to allow a higher construction speed over conventional methods, because they have no glue material between their feet.
- the construction system of masonry units 508 comprises a plurality of prefabricated masonry units 500 that are configured to be stacked vertically one upon another to form the lattice-type wall structure 570, as shown for example in Fig. 5C.
- the construction system of masonry units 508 further comprises vertical reinforcement members 106 configured to be extended vertically from an underlying foundation 107, such as a structural plate or tie beam. Said vertical reinforcement members 106 are used to stabilize and reinforce the wall structure with the masonry units 500. The vertical reinforcement members 106 extend through the openings 506 'and 507' of the vertical perforations 501 and 502 of the masonry units 500 when said units are inserted in vertical reinforcement members 106.
- vertical perforations 501 and 502 are sized to allow vertical reinforcement members or bends 106 to pass inside without restriction.
- the width of the vertical perforations is greater than that of the vertical reinforcement members.
- the vertical perforations 501 and 502 may have different geometric shapes such as circles, triangles, squares and others, as long as they facilitate decoupling.
- the design of the masonry units 500 together with the vertical perforations 501 and 502 have specific locations since it is thus required for the grouping of the masonry units with locking or overlapping system.
- the first and second vertical perforation 501 and 502 are located internally centered on the upper surface 506 of each extension portion 501 'and 502'.
- the plurality of prefabricated masonry units 500, 520, 530, 540, 550 used in the system and the method of wall construction are configured to allow several advantages over conventional concrete blocks.
- prefabricated it is meant that the latticework units 500, 520, 530, 540, 550 are manufactured before being placed in the wall structure 570, instead of being manufactured on-site.
- the masonry units 500, 520, 530, 540, 550 can be made of 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 wall, wall or facade structure 570 as shown in Fig.
- 5C is constructed from a plurality of masonry units 500, 520, 530, 540, 550.
- the wall structure 570 is constructed by placing of the latticework units 500, 520, 530, 540, 550 in a plurality of rows or horizontal rows 509.
- the masonry units 500, 520, 530, 540, 550 are placed as such so that the front faces 510 of the masonry units 500 are the front facade of the wall structure as shown in Fig. 5C.
- Each row or horizontal row 509 is out of line of another row or adjacent row 509 by 50%.
- the extension portion 502 'of the front face 510 of a first lattice-type masonry unit 500a of a first row 509a is adjacent to the extension portion 501' of the front face 510 of a second lattice-type masonry unit 500b
- the extension portion 501 'of the front face 510 of the first lattice-type masonry unit 500a is adjacent to the extension portion 502' of the front face 510 of a third lattice-type masonry unit 500c
- the second and third lattice unit type lattice 500b, 500c being in a second row or row 509b.
- the construction system of the wall structure 570 has auction-type masonry units 520, 530, 540 and 550, which start from the fragmentation of the masonry unit 500.
- the auction unit 520 is equivalent from its vertical drilling 501 to its final extension to 3 ⁇ 4 of the masonry unit 500; the closing unit 530 is equivalent from the vertical perforation 501 to its final extension to ⁇ ⁇ of the masonry unit 500; the auction unit 540 is equivalent to half of the auction unit 520; and the closing unit 550 is equivalent to half of the masonry unit 500.
- the closing units 520, 530, 540 and 550 are installed at the end of the horizontal rows or rows 509 where it is required to enclose the wall structure or facade 570.
- closing units 520 and 530 are installed in the central sections of the structure; the closing unit 540 is installed in the upper and lower corner section of the structure and the closing unit 550 is installed in the upper and lower central part of the wall or facade structure 570.
- the design of these masonry units of end 520, 530, 540 and 550 have the same radius of curvature of the masonry unit 500. Which are stacked above or below the masonry units 500 allowing to assemble a circle configuration in the wall or facade structure 570, from the same 500-unit masonry unit and the combination with the auction units 520, 530, 540 and 550.
- the size of the openings that are formed by the latticework units 500 type depends on their radius of curvature, which allow the passage of light and air, creating an environment with games of light and shadows, and contributing to refresh the space inside.
- vertical perforations 501 and 502 are preferably filled with specialized grouting or mortar for filling spaces that helps improve the structurality of the wall, wall or facade type lattice
- a lattice type 600 masonry unit having a convex front face 620 and a concave 610 substantially curved rear face having a shape defined by an elongated curvature.
- the rear face 610 has a substantially semicircular curvature, and the front face is slightly curved.
- the lattice-type masonry unit 600 at its opposite ends has a first extension portion 601 'and a second extension portion 602'.
- the second extension portion 602 'in the embodiment of the drawings is substantially semicircular and symmetrically equal, but in opposite direction and end to the extension portion 601'.
- the lattice-type masonry unit 600 is thus divided into two symmetrically equal portions 601 'and 602' but in opposite directions, each of which is approximately half the length of the masonry unit 600.
- the lattice-type masonry unit 600 It has a length range of 30 to 100 cm. A height range of 5 to 25 cm and a range in its width of 5 to 25 cm.
- Substantially circular vertical perforations 601 and 602 pass through the extension portions 601 'and 602' of an upper face 603 of the masonry unit 600 to a lower face 604.
- the vertical perforations 601 and 602 are substantially tubular, and of length approximately equal to the height of the masonry unit 600.
- the vertical perforations 601 and 602 are fully contained within the extension portions 601 'and 602'.
- the vertical perforations 601 and 602 have openings at each end, with an upper opening 603 'on the upper face 603 and a lower opening 604' on the lower face 604.
- the vertical perforations 601 and 602 are approximately 15 to 75 cm apart. . from its center.
- the portions of the masonry unit 600 between the extension portions 601 'and 602' and the vertical perforations 601 and 602 are the settlement portions with other adjacent masonry units as seen in Fig. 6A.
- a construction system of masonry units 605 and a method for the construction of lattice-type wall structures 630 were found to allow a higher construction speed over conventional methods, because they have no paste material between their feet.
- the construction system of masonry units 605 comprises a plurality of prefabricated masonry units 600 that are configured to be stacked vertically on each other to form the lattice-type wall structure 640, as shown for example in Fig. 6A.
- the construction system of masonry units 605 further comprises vertical reinforcement members 106 configured to be extended vertically from an underlying foundation 107, such as a structural plate or tie beam. Said vertical reinforcement members 106 were used to stabilize and reinforce the wall structure with the masonry units 600. The vertical reinforcement members 106 extend through the openings 603 'and 604' of the vertical perforations 601 and 602 of the masonry units 600 when said units are inserted in the vertical reinforcement members 106.
- vertical perforations 601 and 602 are sized to allow vertical reinforcement members 106 to pass inside without restriction.
- the width of the vertical perforations is greater than that of the vertical reinforcement members.
- the vertical perforations 601 and 602 can have different geometric shapes such as circles, triangles, squares, rectangles and others, as long as they facilitate the decoupling.
- the design of the masonry units 600 together with the vertical perforations 601 and 602 have specific locations since it is thus required for the grouping of the units with locking or overlapping system.
- the first vertical perforation 601 is centered in the widest section of the masonry unit 600, in the same way the second vertical perforation 602 but in the opposite direction acting as the mirror of the first.
- the plurality of prefabricated masonry units 600 used in the system and the method of wall construction are configured to allow several advantages over conventional concrete blocks.
- prefabricated it is meant that the lattice-type 600 masonry units are manufactured before being placed on wall structure 640, instead of being manufactured on-site.
- the masonry units 600 can be made of 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 façade structure 640 as shown in Fig. 6A is constructed from a plurality of masonry units 600.
- the wall structure 640 is constructed by placing the lattice-type masonry units 600 in a plurality of horizontal rows or rows 609.
- the masonry units 600 are positioned such that the front faces 620 of the masonry units 600 are substantially curved, as are the rear faces 610.
- Each row or horizontal row 609 is out of line of another row or adjacent row 609 by 50%.
- the extension portion 601 'of the front face 620 of a first lattice-type masonry unit 600a of a first row 609a is adjacent to the extension portion 602' of the front face 620 of a second lattice-type masonry unit 600b
- the extension portion 602 'of the front face 600 of the first lattice-type masonry unit 600a is adjacent to the extension portion 601' of the front face 620 of a third lattice-type masonry unit 600c, the second and third lattice unit type lattice 600b, 600c being in a second row or row 609b.
- the construction system of the wall structure 605 has fastener masonry units 608, as illustrated in Figs. 6A-6B which have the shape of a cylinder and is equivalent to the dimension of the extension portion 601 ', 602' of the masonry unit 600, these end units 608 are installed at the end of the horizontal rows or rows 609 in where it is required to close the wall structure and allow the continuity of the wall or facade structure 640 in any desired angle or direction.
- lattice-type masonry units 600 can be combined or grouped in several ways by means of the same overlapping or locking system generating different configurations of the wall or facade structure 640.
- the design of these masonry units allows different façade configurations to be assembled depending on their rotation and order, from the same masonry unit or from the combination of different designs of masonry units.
- the openings formed by the wave-shaped curvatures of the front face 620 of the first lattice-type masonry unit 600a and the openings by the substantially semi-circular curvatures of the face rear 610 of the second unit of latticework type 600b allows the passage of lu2 and air, creating an environment with games of lu2 and shadows, and contributing to cool the space inside.
- vertical perforations 601 and 602 are preferably filled with specialized grouting or mortar for filling spaces that helps improve the structurality of the wall, wall or facade type lattice
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Retaining Walls (AREA)
Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BR112019008383A BR112019008383A2 (pt) | 2016-10-25 | 2017-10-14 | unidade de alvenaria pré-fabricada, sistema e método de construção de uma estrutura de suporte tipo treliça. |
MX2019004789A MX2019004789A (es) | 2016-10-25 | 2017-10-14 | Unidad de mamposteria prefabricada, sistema y metodo de construccion de una estructura de soporte tipo celosia. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CO16003361 | 2016-10-25 | ||
CONC2016/0003361 | 2016-10-25 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2018078481A1 true WO2018078481A1 (es) | 2018-05-03 |
Family
ID=62023182
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/IB2017/056387 WO2018078481A1 (es) | 2016-10-25 | 2017-10-14 | Unidad de mampostería prefabricada, sistema y método de construcción de una estructura de soporte tipo celosía |
Country Status (1)
Country | Link |
---|---|
WO (1) | WO2018078481A1 (es) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110284622A (zh) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | 一种砖块墙 |
CN110284647A (zh) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | 一种用于装配式住宅的砖块及砖块墙 |
CN110306715A (zh) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | 一种砖块墙 |
CN110306685A (zh) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | 一种砖块墙 |
WO2022034570A1 (es) * | 2020-08-14 | 2022-02-17 | Hurtado Ochoa Hector Eduardo | Metodo para configurar muros tipos celosias, proceso de armado para mampostería prefabricada y sistema constructivo tipo celosia |
Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US836017A (en) * | 1905-04-19 | 1906-11-13 | James A Douglass | Building-block. |
US1680626A (en) * | 1926-09-10 | 1928-08-14 | Meyer William | Ventilated building block |
US2138724A (en) * | 1938-02-02 | 1938-11-29 | Brozek Stanley | Building block and wall construction ventilated horizontally and vertically |
US2891397A (en) * | 1955-12-05 | 1959-06-23 | Hauer Erwin Franz | Trellis |
EP0758705A1 (en) * | 1995-08-11 | 1997-02-19 | Tommaso Marcone | Ventilated brick |
JP2000144963A (ja) * | 1998-11-10 | 2000-05-26 | Inax Corp | 冷却壁体用ブロック及び冷却壁体 |
JP2000220234A (ja) * | 1999-02-01 | 2000-08-08 | Chiyousuke Sokei | エア―ブロックウォ―ル |
US20100242390A1 (en) * | 2008-11-18 | 2010-09-30 | Lee Lum Mark E | Ventilated building block with drain feature |
CN201883597U (zh) * | 2010-12-15 | 2011-06-29 | 东南大学 | 一种鱼礁式多孔混凝土预制块 |
US20130036700A1 (en) * | 2011-08-09 | 2013-02-14 | Tie-Cast Systems, Inc. | Masonry reinforcement system |
CN203222926U (zh) * | 2013-03-21 | 2013-10-02 | 郑鸿凯 | 生态型夯土砖砌体 |
FR2989705A1 (fr) * | 2012-04-20 | 2013-10-25 | Prefabloc | Dispositif de bloc de maconnerie ventile |
CN204510591U (zh) * | 2015-03-20 | 2015-07-29 | 浙江水利水电学院 | 一种透气的室内生态净化砖墙 |
-
2017
- 2017-10-14 WO PCT/IB2017/056387 patent/WO2018078481A1/es active Application Filing
Patent Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US836017A (en) * | 1905-04-19 | 1906-11-13 | James A Douglass | Building-block. |
US1680626A (en) * | 1926-09-10 | 1928-08-14 | Meyer William | Ventilated building block |
US2138724A (en) * | 1938-02-02 | 1938-11-29 | Brozek Stanley | Building block and wall construction ventilated horizontally and vertically |
US2891397A (en) * | 1955-12-05 | 1959-06-23 | Hauer Erwin Franz | Trellis |
EP0758705A1 (en) * | 1995-08-11 | 1997-02-19 | Tommaso Marcone | Ventilated brick |
JP2000144963A (ja) * | 1998-11-10 | 2000-05-26 | Inax Corp | 冷却壁体用ブロック及び冷却壁体 |
JP2000220234A (ja) * | 1999-02-01 | 2000-08-08 | Chiyousuke Sokei | エア―ブロックウォ―ル |
US20100242390A1 (en) * | 2008-11-18 | 2010-09-30 | Lee Lum Mark E | Ventilated building block with drain feature |
CN201883597U (zh) * | 2010-12-15 | 2011-06-29 | 东南大学 | 一种鱼礁式多孔混凝土预制块 |
US20130036700A1 (en) * | 2011-08-09 | 2013-02-14 | Tie-Cast Systems, Inc. | Masonry reinforcement system |
FR2989705A1 (fr) * | 2012-04-20 | 2013-10-25 | Prefabloc | Dispositif de bloc de maconnerie ventile |
CN203222926U (zh) * | 2013-03-21 | 2013-10-02 | 郑鸿凯 | 生态型夯土砖砌体 |
CN204510591U (zh) * | 2015-03-20 | 2015-07-29 | 浙江水利水电学院 | 一种透气的室内生态净化砖墙 |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110284622A (zh) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | 一种砖块墙 |
CN110284647A (zh) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | 一种用于装配式住宅的砖块及砖块墙 |
CN110306715A (zh) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | 一种砖块墙 |
CN110306685A (zh) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | 一种砖块墙 |
CN110284622B (zh) * | 2019-04-12 | 2024-05-31 | 深圳全景空间工业有限公司 | 一种砖块墙 |
CN110306685B (zh) * | 2019-04-12 | 2024-06-07 | 深圳全景空间工业有限公司 | 一种砖块墙 |
WO2022034570A1 (es) * | 2020-08-14 | 2022-02-17 | Hurtado Ochoa Hector Eduardo | Metodo para configurar muros tipos celosias, proceso de armado para mampostería prefabricada y sistema constructivo tipo celosia |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2018078481A1 (es) | Unidad de mampostería prefabricada, sistema y método de construcción de una estructura de soporte tipo celosía | |
ES2237890T3 (es) | Estructuras de bloque apilables en seco. | |
ES2257069T3 (es) | Bloque para muro de contencion. | |
US4524551A (en) | Construction units for the erection of walls and method of utilization | |
ES2711948T3 (es) | Ladrillo de terracota de material ecológico para fabricar tabiques ligeros | |
ES2578978T3 (es) | Sistema de anclaje | |
ES2367261T3 (es) | Conjunto de componentes prefabricados para la formación de losas de suelos, suelos y paredes con vigas de madera expuestas. | |
ES2429565T3 (es) | Unidades de construcción de hormigón prefabricadas | |
CN107268834B (zh) | 无构造柱组合镂空清水砖墙及其施工方法 | |
CA2811468A1 (en) | Interlocking building block, paving unit, tile or toy element and the construction method thereof | |
NL8920757A (nl) | Zelf ondersteunende onderling te verbinden bekistingselementen voor het gieten van speciale wandconstructies en een werkwijze voor het gebruik van dergelijke bekistingselementen. | |
ES2776989T3 (es) | Un sistema de elementos de construcción para la construcción en seco de estructuras | |
ES2298867T3 (es) | Diseño constructivo de piscina modular. | |
ES2372582T3 (es) | Elemento de placa de piso. | |
ES2728478T3 (es) | Panel multiuso de alta resistencia y baja densidad | |
WO2022034570A1 (es) | Metodo para configurar muros tipos celosias, proceso de armado para mampostería prefabricada y sistema constructivo tipo celosia | |
ES2408238B1 (es) | Sistema constructivo | |
ES2551884T3 (es) | Sistema de bloques de encofrado, estructura construida con el mismo y método para la construcción de una estructura | |
JP7197879B2 (ja) | 落石防護柵 | |
WO2013129904A1 (es) | Techo a base de bloques aligerados y su método de construcción | |
PT105009A (pt) | Bloco para construção de sistemas de fundação e método para construir muros com o referido bloco | |
ES2926163T3 (es) | Módulo de construcción y método de uso del mismo | |
ES2219129B1 (es) | Dispisicion modular polivalente para la obtencion de forjados hormigonados "in situ". | |
ES2718430T3 (es) | Pavimento segmentado en arco | |
ES2220236A1 (es) | "estructura de edificio multiplanta". |
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: 17864824 Country of ref document: EP Kind code of ref document: A1 |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
REG | Reference to national code |
Ref country code: BR Ref legal event code: B01A Ref document number: 112019008383 Country of ref document: BR |
|
ENP | Entry into the national phase |
Ref document number: 112019008383 Country of ref document: BR Kind code of ref document: A2 Effective date: 20190425 |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 17864824 Country of ref document: EP Kind code of ref document: A1 |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 17864824 Country of ref document: EP Kind code of ref document: A1 |