EP2707560B1 - Plaque de brique souple avec treillis et procédé pour fabriquer un treillis pour ladite plaque souple - Google Patents

Plaque de brique souple avec treillis et procédé pour fabriquer un treillis pour ladite plaque souple Download PDF

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Publication number
EP2707560B1
EP2707560B1 EP12718370.5A EP12718370A EP2707560B1 EP 2707560 B1 EP2707560 B1 EP 2707560B1 EP 12718370 A EP12718370 A EP 12718370A EP 2707560 B1 EP2707560 B1 EP 2707560B1
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Prior art keywords
rods
distance
reinforcing
mesh
positioning
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German (de)
English (en)
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EP2707560A2 (fr
Inventor
Josep Estruch Micheli
Martín SENSERRICH CAMINS
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Senagua SA
Tejidos Metalicos Estruch S L
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Senagua SA
Tejidos Metalicos Estruch S L
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    • 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 flexible brick plate with a mesh and to a process for manufacturing said mesh for said flexible brick plate.
  • 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 EP 2154302 and Spanish patent application 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. 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. 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 and a flexible brick plate with said mesh which has the advantage of enabling plates of standard width to be obtained without losing robustness and firmness.
  • the present invention provides a flexible brick plate comprising a mesh with a plurality of support rods that are 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 rods, reinforcing rods and positioning rods having corrugated sections and said mesh forming a framework with gaps wherein said bricks are arranged.
  • the present invention provides a process for manufacturing a mesh for a flexible brick plate, which comprises the stages of:
  • the mesh, plate 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 plate 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 (l) 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 (l) 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 (l) 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 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 length of a corrugation pitch of the positioning rods.
  • This embodiment has the advantage that, as the support rods are separated by a single length of a corrugation pitch 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 (l) 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
  • the mesh of the plate is a mesh of the braided type and said mesh is made, preferably, using metal rods, advantageously, stainless steel rods.
  • 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, façades, 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.
  • 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 length of a corrugation pitch 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 plate and mesh being claimed are 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 length (l) 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 ).
  • 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 (d1) 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 (d1) 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 (l) 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 (lmin) 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.
  • a mesh 1 for manufacturing a ceramic brick 6 plate the same mesh may be used to manufacture a non-ceramic brick plate, such as for example plastic or metal bricks or parts. However, these parts must equally include slots 6a for inserting the metal rods.
  • the same mesh could be designed to include bricks of different nominal sizes. In this case, the distance (d1) 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.

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  • 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)

Claims (7)

  1. Plaque de briques souple (6) comprenant un maillage (1) avec une pluralité de tiges de soutien (2) qui sont insérées dans des fentes (6a) formées dans les briques (6) de ladite plaque de briques souple, lesdites tiges de soutien (2) étant entrelacées avec une pluralité de tiges de positionnement (4) desdites briques (6), dans laquelle ledit maillage (1) comprend une tige de renfort (3) entre chaque paire de tiges de soutien (2) étant entrelacées avec lesdites tiges de positionnement (4), lesdites tiges de soutien (2), tiges de renfort (3) et tiges de positionnement (4) comportant des sections ondulées et ledit maillage formant une structure avec des espaces (5) dans lesquels sont disposées lesdites briques (6), caractérisée en ce que ;
    a. la distance entre chaque paire de tiges de renfort (3) est une distance spécifique prédéterminée (d1) correspondant à la valeur de la taille nominale des briques (6) et correspondant à la distance (d1) entre les points (P1, P2) aux intersections desdites tiges de positionnement (4) avec lesdites tiges de renfort (3) ;
    b. la valeur de la largeur du maillage est une valeur standard spécifique (A) correspondant au nombre et à la taille nominale (d1) des briques, ladite taille nominale correspondant à son tour à la distance (d1) entre chaque paire de tiges de renfort (3) du maillage ;
    c. la distance entre toute tige de soutien (2) et sa tige de renfort adjacente (3) correspond à une longueur simple (l) de pas d'ondulation des tiges de positionnement (4) ; et dans laquelle
    d. la longueur (l) des pas d'ondulation du positionnement aux intersections desdites tiges de positionnement (4) avec lesdites tiges de renfort (3) est au moins une longueur minimum (lmin) déterminée selon la formule mathématique : Longueur minimale lmin = ( d 1 − d 2 + φ 2
    Figure imgb0009
     dans laquelle :
    - "Imin" est la longueur des pas d'ondulation ou la distance entre une crête et un creux adjacent à ladite crête ou vice versa ;
    - "d1" est la distance entre les points (P1, P2) pour le chevauchement des tiges de renfort (3) ou la taille nominale de la brique (6) ;
    - "d2" est la distance entre les fentes (6a) d'une seule brique (6) ; et
    - "Ø" est le diamètre d'une tige de soutien (2).
  2. Plaque de briques souple, selon la revendication 1, dans laquelle la longueur (l) des pas d'ondulation des tiges de positionnement (4) aux points d'intersection de celles-ci avec les tiges de renfort (3) et des tiges de soutien (2) est une distance comprise entre 10 mm et 20 mm pour les diamètres de tiges de soutien (2) de plus de 1,5 mm, ou une distance comprise entre 3 mm et 13 mm pour les diamètres de tiges de soutien (2) de moins de 1.5 mm.
  3. Plaque de briques flexible, selon une quelconque des revendications précédentes, dans laquelle les tiges de positionnement (4) comprennent des sections non ondulées entrecoupées avec les sections ondulées.
  4. Plaque de briques flexible, selon une quelconque des revendications précédentes, dans laquelle lesdites tiges de soutien (2) et tiges de renfort (3) forment la déformation du maillage et lesdites tiges de positionnement (4) forment la trame du maillage.
  5. Procédé de fabrication d'un maillage (1) pour une plaque de briques flexible (6) selon une quelconque des revendications précédentes, comprenant les étapes de :
    a) déterminer une valeur standard pour la largeur (A) de la plaque en question en se basant sur le nombre et la taille nominale des briques (6) devant être incluses dans ladite plaque dans laquelle ladite taille nominale des briques correspond à la distance (d1) entre chaque paire de tiges de renfort (3) du maillage ;
    b) marquer une pluralité de points d'intersection (P1, P2) des tiges de renfort (3) sur les tiges de positionnement (4), la distance (d1) entre les points (P1, P2) correspondant à la valeur de la taille nominale de chaque brique (6) pour obtenir la largeur standard susmentionnée (A) ;
    c) Ensuite, onduler une pluralité de tiges de soutien (2), de renfort (3) et de positionnement (4) dans au moins une pluralité de sections, en réalisant l'ondulation des tiges de positionnement (4) au moins dans les sections comprenant lesdits points (P1, P2) pour intersection avec les tiges de renfort (3), la longueur des pas d'ondulation desdites tiges de positionnement (4) aux intersections avec lesdites tiges de renfort (3) étant au moins d'une longueur minimale (lmin) selon la formule mathématique : Longueur lmin = ( d 1 − d 2 + φ 2 minimale
    Figure imgb0010
     dans laquelle :
    - "Imin" est la longueur des pas d'ondulation ou la distance entre une crête et un creux adjacent à ladite crête ou vice versa ;
    - "d1" est la distance entre les points (P1, P2) pour le chevauchement des tiges de renfort (3) ou la taille nominale de la brique (6) ;
    - "d2" est la distance entre les fentes (6a) d'une seule brique (6), et
    - "Ø" est le diamètre d'une tige de soutien (2) ; et ledit procédé comprend en outre l'étape de
    d) faire se chevaucher et entrelacer un groupe de tiges de soutien pré-ondulées (2) et de tiges de renfort (3) avec un groupe de tiges de positionnement pré-ondulées (4), formant une structure (5) avec des espaces dans lesquels sont disposées lesdites briques (6), dans laquelle les points d'intersection desdites tiges (2, 3, 4) sont disposés dans les sections ondulées, et dans laquelle les tiges de renfort (3) sont entrelacées aux points (P1, P2) des tiges de positionnement (4) séparées par la distance (d1).
  6. Procédé, selon la revendication précédente, dans lequel à l'étape d) les tiges de renfort (3) sont entrelacées avec des crêtes et creux des tiges de positionnement (4) qui sont adjacentes aux crêtes et creux, dans lequel les tiges de soutien (2) sont entrelacées.
  7. Procédé, selon la revendication 5 ou 6, dans lequel à l'étape c), l'ondulation des sections de tiges de positionnement (4) est réalisée en ondulant lesdites tiges (4) de façon discontinue, de telle sorte que lesdites tiges (4) comprennent des sections non ondulées entrecoupées avec les sections ondulées.
EP12718370.5A 2011-05-12 2012-03-30 Plaque de brique souple avec treillis et procédé pour fabriquer un treillis pour ladite plaque souple Active EP2707560B1 (fr)

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
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

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Publication Number Publication Date
EP2707560A2 EP2707560A2 (fr) 2014-03-19
EP2707560B1 true EP2707560B1 (fr) 2017-06-21

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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019100498A1 (de) 2019-01-10 2020-07-16 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion
WO2020144336A1 (fr) 2019-01-10 2020-07-16 Moeding Keramikfassaden Gmbh Structure de façade et/ou de paroi
DE102019100486A1 (de) 2019-01-10 2020-07-16 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion
DE102020118317A1 (de) 2020-07-10 2022-01-13 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2018452355B2 (en) * 2018-12-12 2024-07-04 Flexbrick, S.L Architectural enclosure comprised of a structural element and an improved flexible sheet of bricks
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 (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019100498A1 (de) 2019-01-10 2020-07-16 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion
WO2020144336A1 (fr) 2019-01-10 2020-07-16 Moeding Keramikfassaden Gmbh Structure de façade et/ou de paroi
DE102019100486A1 (de) 2019-01-10 2020-07-16 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion
DE102020118317A1 (de) 2020-07-10 2022-01-13 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion
EP3943685A2 (fr) 2020-07-10 2022-01-26 Moeding Keramikfassaden GmbH Construction de façade et/ou de mur avec structure porteuse en éléments de tension
DE102020118317B4 (de) 2020-07-10 2022-03-17 Moeding Keramikfassaden Gmbh Fassaden- und/oder Wandkonstruktion
EP4163455A1 (fr) 2020-07-10 2023-04-12 Moeding Keramikfassaden GmbH Construction de façade et/ou de mur

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WO2012153208A2 (fr) 2012-11-15
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

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