WO2012153208A2 - Treillis pour former une plaque de brique souple, procédé pour fabriquer ledit treillis et plaque souple comprise dans ledit treillis - Google Patents

Treillis pour former une plaque de brique souple, procédé pour fabriquer ledit treillis et plaque souple comprise dans ledit treillis Download PDF

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Publication number
WO2012153208A2
WO2012153208A2 PCT/IB2012/051548 IB2012051548W WO2012153208A2 WO 2012153208 A2 WO2012153208 A2 WO 2012153208A2 IB 2012051548 W IB2012051548 W IB 2012051548W WO 2012153208 A2 WO2012153208 A2 WO 2012153208A2
Authority
WO
WIPO (PCT)
Prior art keywords
rods
mesh
distance
reinforcing
support
Prior art date
Application number
PCT/IB2012/051548
Other languages
English (en)
Other versions
WO2012153208A3 (fr
Inventor
Josep Estruch Micheli
Martín SENSERRICH CAMINS
Original Assignee
Tejidos Metálicos Estruch, S. L.
Senagua, S. A.
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 Tejidos Metálicos Estruch, S. L., Senagua, S. A. filed Critical Tejidos Metálicos Estruch, S. L.
Priority to ES12718370.5T priority Critical patent/ES2648302T3/es
Priority to EP12718370.5A priority patent/EP2707560B1/fr
Publication of WO2012153208A2 publication Critical patent/WO2012153208A2/fr
Publication of WO2012153208A3 publication Critical patent/WO2012153208A3/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/21—Cross-ribbed floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • 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
    • E04F13/0801—Separate fastening elements

Definitions

  • the present invention relates to a mesh for forming a flexible brick plate, a process for manufacturing said mesh and a flexible brick plate included in said mesh.
  • Said flexible brick plates are suitable for building architectural elements of apparent brick, such as dome-shaped roofs, floors or walls, disposing the flexible brick plate with one of its sides against formwork and applying a binding agent (concrete or mortar) on the other side thereof. When the binding agent has set, the formwork is removed and the bricks are exposed on the first side of the architectural element thus obtained.
  • the same flexible plate is also suitable for floor or wall surfaces, without need for a binding agent.
  • Patent applications 200701342 and 201030013 disclose a mesh for a flexible brick plate such as that described which includes a plurality of support rods interwoven with a plurality of positioning rods, forming the framework that defines the gaps where the bricks are arranged.
  • the mesh Between every two support rods the mesh includes a reinforcing rod interwoven with the positioning rods, and both the reinforcing rods and the support and positioning rods are corrugated in order to immobilise the intersection points formed where the ridges and troughs of the waves overlap.
  • the support rods In order to arrange the bricks, the support rods are moved and subsequently inserted into slots formed in the edges of said bricks on returning to their initial position.
  • the meshes of the aforementioned patent applications do not allow plates of standard width to be obtained, such as for example plates exactly 600 mm, 900 mm, 1 ,000 mm or 1 ,200 mm in width, as the width of the plate is determined by the corrugation pitches established by the support rods, which are established in accordance with the distance that must be maintained between the support rods in order to be inserted into the bricks.
  • a corrugation pitch length will be dimensioned so as to allow inclusion of the necessary number of waves to maintain the distance between the support rods and, at the same time, move toward a standard width.
  • this is not possible as the length of the corrugation pitches cannot be accurately guaranteed due to different factors such as rod hardness and thickness, manufacturing speed, etc.
  • the objective of the present invention is to resolve the aforementioned drawbacks by developing a mesh to form a flexible brick plate which has the advantage of enabling plates of standard width to be obtained without losing robustness and firmness.
  • the present invention provides a mesh for forming a flexible brick plate that comprises a plurality of support rods that can be inserted into slots formed in said bricks, said support rods being interwoven with a plurality of positioning rods of said bricks, said mesh including a reinforcing rod interwoven with said positioning rods between every two support rods, said support, reinforcing and positioning rods being corrugated in the intersecting sections thereof.
  • the mesh is characterised in that the distance between every two reinforcing rods is a predetermined distance in accordance with the width of said plate, the value of said width being a standard value (A) determined based on the number and nominal size of the bricks that must be included in said plate.
  • the present invention provides a process for manufacturing a mesh for a flexible brick plate which comprises the stages of: a) determining a standard value for the width (A) of the plate in question based on the number and nominal size of the bricks that must be included in said plate;
  • the present invention provides a flexible brick plate that includes the mesh being claimed.
  • the mesh and process of the present invention has the advantage of allowing the construction of a plate of standard width (A), as said width is not conditioned by the corrugation pitches of the positioning rods that fix the support rods, but rather is a width (A) that is established prior to the construction of the plate, based on the number and nominal size of the bricks that must be included in said plate.
  • the author of the present invention has observed that it is possible to mark and fix the distance between the fixation points (P1 , P2) of the reinforcing rods at a value (d1 ) corresponding to the nominal size of each brick in order to obtain the aforementioned standard width (A), whereupon the pitches that fix the support rods can be subsequently dimensioned and corrugated, taking the intersection points (P1 , P2) of the reinforcing rods as a reference.
  • Another advantage of the mesh and process being claimed resides in the fact that, on carrying out the corrugation of the positioning rods taking the intersection points (P1 , P2) of the reinforcing rods as a reference, the position of the pitches that fixes the support rods is more accurate and, consequently, also the fixation of the bricks.
  • corrugation of the sections of the positioning rods that include the points (P1 , P2) for overlapping the reinforcing rods is carried out defining a length (I) of the corrugation pitches, which is determined based on the difference between the distance (d1 ) between said points (P1 , P2) and the distance (d2) between the slots of a single brick.
  • the length (I) of the corrugation pitches of the positioning rods at their intersection points with the reinforcing and support rods is a predetermined distance based on the difference between the distance (d1 ) between the reinforcing and support rods and the distance (d2) between the slots of a single brick, in order to ensure the centering and fixation of said brick to the support rods.
  • the length (I) of the corrugation pitches of the positioning rods is a specific dimensioned length, independent of the width of the plate, to ensure fixation of the bricks.
  • the length (I) of the corrugation pitches of the positioning rods that include the points (P1 , P2) must at least include a minimum length (Imin) which is determined using the mathematical formula:
  • Imin is the length of the corrugation pitches or the distance between a ridge and a trough adjacent to said ridge or vice versa;
  • - " ⁇ " is the diameter of a support rod.
  • the reinforcing rods are interwoven in troughs and ridges of the positioning rods adjacent to the troughs and ridges wherein the support rods are interwoven.
  • a mesh is obtained wherein the distance between any support rod and its adjacent reinforcing rod is determined by a single wave of the positioning rods.
  • This embodiment has the advantage that, as the support rods are separated by a single wave of the reinforcing rods, the adjacent reinforcing rods prevent said support rods from moving, whereupon the wave itself has a spring effect on the support rods, forcing their position in the interior of the slot made in the brick. Consequently, the wavelength that separates the reinforcing and support rods can be dimensioned with a value higher than the aforementioned minimum value in order to absorb the differences in size of the bricks, while ensuring that there is no risk of these falling. Said differences in the size of the bricks may be due to the baking process itself, type of material used, etc.
  • the length (I) of the corrugation pitches of the positioning rods at their intersection points with the reinforcing and support rods may be a distance comprised between 10 mm and 20 mm for support rod diameters of more than 1.5 mm, or a distance comprised between 3 mm and 13 mm, for support rod diameters of less than 1.5 mm.
  • corrugation of the positioning rod sections is carried out corrugating said rods discontinuously, in such a manner that said rods comprise non-corrugated sections interspersed between the corrugated sections.
  • corrugation of the positioning rod sections is carried out corrugating said rods discontinuously, in such a manner that said rods comprise non-corrugated sections interspersed between the corrugated sections.
  • the support and reinforcing rods form the mesh warp and said positioning rods form the weft
  • said mesh is a mesh of the braided type and said mesh is made, preferably, using metal rods, advantageously, stainless steel rods.
  • Corrugation pitch length shall be understood to be the distance (1 ) between a ridge and a trough adjacent to said ridge or vice versa.
  • Nominal size of the bricks shall be understood to be the size used for the purposes of general identification of the type of brick which is larger in size than the real measurable size, preferably, between 1 cm or 2 cm larger than the real size of the brick.
  • Brick shall be understood to be the construction element for building, for example, surfaces (road surfaces, fagades, rooftops, etc.) and structures (dome-shaped roofs, catenaries, panels, etc.). This shall preferably be understood to be a baked brick ceramic element, although it may also be an element manufactured from other materials such as stainless steel, plastic, wood, aluminium, etc.
  • Figure 1 shows a perspective view of the embodiment of the mesh of the present invention.
  • Figure 2 shows a detail of the mesh of figure 1.
  • Figure 3 shows a detail of the positioning rod of the mesh of figure 1.
  • Figure 4 shows a ceramic brick for building a flexible brick plate using the mesh of figure 1.
  • Figure 5 shows a detail of a flexible ceramic brick plate that includes the mesh of figure 1. Description of a preferred embodiment
  • the mesh 1 being claimed comprises a plurality of support rods 2 and reinforcing rods 3, interwoven with a plurality of positioning rods 4, forming a framework with gaps 5 wherein bricks 6 are arranged.
  • a reinforcing rod 3 has been disposed between every two support rods 2, whereupon the distance between any support rod 2 and its adjacent reinforcing rod 3 is determined by a single wave of the positioning rods 4.
  • the support rods 2 and reinforcing rods 3 constitute the mesh 1 warp and the positioning rods 4 constitute the mesh 1 weft. Additionally, both the support 2 and reinforcing rods 3 and the positioning rods 4 have corrugated intersections to immobilise the intersection points formed where the ridges and troughs overlap.
  • the mesh being claimed is characterised in that the distance between every two reinforcing rods 3 is a predetermined distance (d1 ) in accordance with the width of the plate, the value of said width being a standard value (A) determined based on the number and nominal size of the bricks that must be included in said plate (see figures 1 and 2).
  • the mesh being claimed has the peculiarity that, as opposed to the meshes of the state of the art, the length (I) of the positioning rod corrugation pitches is dimensioned specifically, based on the difference between the distance (d1 ) between reinforcing rods 3 and the distance (d2) between the slots 6a of a single brick 6, in order to ensure centering and fixation of the brick 6 (see figures 3 and 4).
  • This length (I) value shall include at least the minimum length (Imin) determined using the mathematical formula:
  • Imin is the length of the corrugation pitches or the distance between a ridge and a trough adjacent to said ridge or vice versa;
  • - " ⁇ " is the diameter of a support rod 2.
  • the standard value (A) of the width of the plate in question must firstly be determined based on the number and nominal value of the bricks 6 that must be included in said plate.
  • the standard width (A) of said plate must be 1 ,000 mm.
  • a plurality of points P1 , P2 are marked on the positioning rods 4 for intersecting the reinforcing rods 3, establishing a distance (d 1 ) between every two points P1 , P2 that corresponds to the value of the nominal size of each brick 6 to obtain the aforementioned standard width (A).
  • the distance (d 1 ) between every two points P1 , P2 is 250 mm.
  • the real measurable size corresponding to the brick 6 is 237 mm.
  • the positioning rods 4 are corrugated discontinuously, ensuring that the corrugated sections include the aforementioned points P1 , P2 and using a wave pitch length (I) determined based on the difference between the distance (d1 ) between the reinforcing rods 3 and the distance (d2) between the slots 6a of a single brick 6, according to the aforementioned mathematical formula.
  • the minimum length (Imin) of the wave pitch of the positioning rods 4 to ensure centering and fixation of the bricks is 14.5 mm.
  • said rods 4 are interwoven with a plurality of corrugated support rods 2 and reinforcing rods 3, whereupon the intersection points of all the rods 2, 3, 4 remain in the corrugated sections.
  • the reinforcing rods 3 are interwoven at the points P1 , P2 of the positioning rods 4 in order to guarantee that the distance between every two reinforcing rods 3 is the predetermined distance (d1 ) corresponding to the nominal size of the brick 6 that ensures the standard width (A).
  • the mesh 1 obtained by means of the process being claimed results in a plate of standard width (A) that is easier to manufacture. Additionally, the mesh 1 allows the bricks 6 to be securely fixed, as the corrugation pitch length established by the support rods 2 is dimensioned specifically, regardless of plate width, in order to ensure centering and fixation of the bricks 6 in the slots 6a with the support rods 2.
  • the distance (d 1 ) between the intersection points P1 , P2 of the reinforcing rods 3 to obtain the standard width (A) would not be uniform, but rather would vary depending on the specific nominal size of the brick 6 disposed between these reinforcing rods 3.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Road Paving Structures (AREA)
  • Panels For Use In Building Construction (AREA)
  • Woven Fabrics (AREA)
  • Finishing Walls (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

L'invention porte sur un treillis (1) pour former une plaque de brique souple (6), lequel treillis comprend une pluralité de tiges de support (2) qui peuvent être insérées dans des fentes (6a) formées dans lesdites briques (6), lesdites tiges de support (2) étant entremêlées avec une pluralité de tiges de positionnement (4) desdites briques (6), ledit treillis (1) comprenant une tige de renfort (3) entremêlée avec lesdites tiges de positionnement (4) entre chacune de deux tiges de support (2), lesdites tiges de support (2), de renfort (3) et de positionnement (4) étant ondulées dans leurs sections d'intersection. Le treillis est caractérisé en ce que la distance entre chacune de deux tiges de renfort (3) est une distance (d1) prédéterminée en fonction de la largeur de ladite plaque, la valeur de ladite largeur étant une valeur standard (A) déterminée sur la base du nombre et de la taille nominale des briques (6) qui doivent être comprises dans ladite plaque. Le treillis présente l'avantage de permettre à des plaques de largeur standard d'être obtenues sans perdre de la robustesse et de la fermeté.
PCT/IB2012/051548 2011-05-12 2012-03-30 Treillis pour former une plaque de brique souple, procédé pour fabriquer ledit treillis et plaque souple comprise dans ledit treillis WO2012153208A2 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
ES12718370.5T ES2648302T3 (es) 2011-05-12 2012-03-30 Tejido para formar una lámina flexible de ladrillos, procedimiento para fabricar dicho tejido y lámina flexible que incluye dicho tejido
EP12718370.5A EP2707560B1 (fr) 2011-05-12 2012-03-30 Plaque de brique souple avec treillis et procédé pour fabriquer un treillis pour ladite plaque souple

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES201130769A ES2395794B1 (es) 2011-05-12 2011-05-12 Tejido para formar una lámina flexible de ladrillos, procedimiento para fabricar dicho tejido y lámina flexible que incluye dicho tejido
ESP201130769 2011-05-12

Publications (2)

Publication Number Publication Date
WO2012153208A2 true WO2012153208A2 (fr) 2012-11-15
WO2012153208A3 WO2012153208A3 (fr) 2013-01-03

Family

ID=46025811

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IB2012/051548 WO2012153208A2 (fr) 2011-05-12 2012-03-30 Treillis pour former une plaque de brique souple, procédé pour fabriquer ledit treillis et plaque souple comprise dans ledit treillis

Country Status (4)

Country Link
EP (1) EP2707560B1 (fr)
CO (1) CO6821907A2 (fr)
ES (2) ES2395794B1 (fr)
WO (1) WO2012153208A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022519434A (ja) * 2018-12-12 2022-03-24 フレックスブリック，エスエル 構造要素と改良された可撓性ブリックシートとを備える建築用エンクロージャ

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019100486A1 (de) 2019-01-10 2020-07-16 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion
DE102019100498A1 (de) 2019-01-10 2020-07-16 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion
US20220098873A1 (en) 2019-01-10 2022-03-31 Moeding Keramikfassaden Gmbh Façade construction and/or wall construction
DE102020118317B4 (de) 2020-07-10 2022-03-17 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion
CN112942805A (zh) * 2021-01-28 2021-06-11 上海圣奎塑业有限公司 非平面型免拆保温模板的制作方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB101919A (en) * 1916-03-20 1916-11-02 Walter Haines Improvements in Wirework.
JP3899112B1 (ja) * 2006-03-09 2007-03-28 筑豊金網工業株式会社 金網フェンスの構造
ES2322740B1 (es) * 2007-05-10 2010-04-06 Asociacion Española De Fabricantes De Ladrillos Y Tejas De Arcilla Cocida, Hispalyt Lamina flexible de ladrillos para la construccion de elementos arquitectonicos, y procedimiento de fabricacion de dicha lamina.
ES2373287B1 (es) * 2010-01-11 2012-08-09 Tejidos Metálicos Estruch, S.L. Tejido para formar una lámina flexible de ladrillos y procedimiento para fabricar dicho tejido.

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022519434A (ja) * 2018-12-12 2022-03-24 フレックスブリック，エスエル 構造要素と改良された可撓性ブリックシートとを備える建築用エンクロージャ
JP7311607B2 (ja) 2018-12-12 2023-07-19 フレックスブリック，エスエル 構造要素と改良された可撓性ブリックシートとを備える建築用エンクロージャ

Also Published As

Publication number Publication date
ES2395794A2 (es) 2013-02-15
CO6821907A2 (es) 2013-12-31
WO2012153208A3 (fr) 2013-01-03
ES2648302T3 (es) 2017-12-29
ES2395794B1 (es) 2014-01-07
ES2395794R1 (es) 2013-06-11
EP2707560A2 (fr) 2014-03-19
EP2707560B1 (fr) 2017-06-21

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