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WO2000071823A1 - Panneau flexible de tuiles et procede de construction de couvertures en forme de voute faisant appel a ce panneau - Google Patents

Panneau flexible de tuiles et procede de construction de couvertures en forme de voute faisant appel a ce panneau Download PDF

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Publication number
WO2000071823A1
WO2000071823A1 PCT/ES1999/000150 ES9900150W WO0071823A1 WO 2000071823 A1 WO2000071823 A1 WO 2000071823A1 ES 9900150 W ES9900150 W ES 9900150W WO 0071823 A1 WO0071823 A1 WO 0071823A1
Authority
WO
WIPO (PCT)
Prior art keywords
sheet
bricks
flexible
baths
assembly
Prior art date
Legal status (The legal status 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 status listed.)
Ceased
Application number
PCT/ES1999/000150
Other languages
English (en)
Spanish (es)
Inventor
Vicente Sarrablo Moreno
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Asociacion Espanola De Fabricantes De Ladrillos Y Tejas De Arcilla Cocida Hispalyt
Original Assignee
Asociacion Espanola De Fabricantes De Ladrillos Y Tejas De Arcilla Cocida Hispalyt
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 Asociacion Espanola De Fabricantes De Ladrillos Y Tejas De Arcilla Cocida Hispalyt filed Critical Asociacion Espanola De Fabricantes De Ladrillos Y Tejas De Arcilla Cocida Hispalyt
Priority to EP99922189A priority Critical patent/EP1213396B1/fr
Priority to DE69910846T priority patent/DE69910846T2/de
Priority to PCT/ES1999/000150 priority patent/WO2000071823A1/fr
Priority to ES99922189T priority patent/ES2207216T3/es
Publication of WO2000071823A1 publication Critical patent/WO2000071823A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/08—Vaulted 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
    • E04B1/32—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
    • 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
    • E04B2001/3217—Auxiliary supporting devices used during erection of the arched structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/3258—Arched structures; Vaulted structures; Folded structures comprised entirely of a single self-supporting panel
    • E04B2001/3264—Arched structures; Vaulted structures; Folded structures comprised entirely of a single self-supporting panel hardened in situ

Definitions

  • the present invention concerns a flexible sheet of bricks in function of a brick building element seen with lost formwork, applicable to the construction of pavements, walls and roofs, preferably of sinuous development, and more especially of factory domed roofs. armed with its intrados brick finish.
  • the present invention also concerns a construction process with said factory domed roof sheet armed with its finished intrados, that is, for the construction of domed roofs of the type formed by a plurality of bricks arranged flat, in grid, leaving spaces separating each other for the bidirectional step of stiffening reinforcements and with said intrados brick finish seen.
  • Dieste that in the 40s began the construction of laminar roofs of ceramic factory with a bidirectional assembly. Dieste makes an arrangement of the ceramic elements (flat bricks or vaults) in grid, defining a continuity longitudinal and transverse of the joints in which the reinforcement bars are housed as a network, subsequently filling said joints with concrete or mortar, with which the assembly is also covered forming a thin compression layer.
  • the bricks are not mere lightening ones of weight but they contribute to the resistance of the roof, being able to realize roofs of very little thickness using laminar geometries such as folded, of catenary guideline or of double curve. More than one million square meters built in Brazil, Argentina and Brazil guarantee the effectiveness of this method, with which lights of up to 50 meters have been achieved.
  • the present invention aims to overcome these drawbacks by providing a prefabricated element and an associated construction process that allow an industrial manufacturing phase and a construction phase on site that avoid the use of formwork and formwork in the construction of domed roofs. , while providing a definitive finish of your intrados, and thus achieving a considerable reduction in the costs and times of manufacture and construction of such covers.
  • BRIEF EXPOSURE OF THE INVENTION The first part of this objective is achieved by providing a flexible sheet of bricks that can be prefabricated, which, in function of the brick construction element seen with lost formwork, is applicable to the construction of pavements, walls and winding development decks and especially to the construction of factory vaulted roofs armed with its intrados brick finish.
  • Said flexible brick sheet consists of a flexible laminar support, provided with a plurality of holes sufficient for the passage of concrete or mortar, on which a plurality of bricks are fixed, arranged in a grid forming a grid, leaving separation spaces between them. aligned.
  • Said laminar support has stiffening and clamping elements, such as angular profiles, fixed to first edges of opposite ends of said laminar support.
  • a plurality of first reinforcement bars which are linked, by means of spacers, at least to a series of points of said laminar support and fixed at its ends to said stiffening and fastening elements.
  • the above elements constitute the base of the flexible brick sheet of the present invention, whose sheet is capable of being manipulated, for example by a crane, being held by means of said stiffening and clamping elements, to be flexed, either by its own weight or with the help of some gadget, immobilized and fixed in a definitive location, later completing its construction procedures in said definitive location.
  • the flexible brick sheet further comprises a plurality of second reinforcing bars arranged in said separation spaces aligned between bricks in the direction parallel to said stiffening and clamping elements, intersecting with the first bars of armed between them and the flexible sheet, and with its ends protruding by corresponding second edges of opposite ends of the sheet perpendicular to said first edges of opposite ends.
  • said protruding ends are curved in the form of hooks.
  • the flexible brick sheet also comprises sealing means of said separation spaces aligned between bricks, sufficient to retain a concrete or mortar poured or projected on the face corresponding to the laminar support thereof.
  • the second part of the objective of the present invention is achieved by providing a method of construction of factory domed roofs assembled with their intrados finish, of the type formed by a plurality of bricks arranged in a grid forming a grid, leaving spaces for separation between them for the bidirectional step of stiffening reinforcements and with said finish of the brick intrados seen.
  • Said process comprises, first of all, a series of steps (a) to (c) that are aimed at making a flexible brick sheet as described above, in accordance with the present invention.
  • the order in which these steps are carried out is indifferent, the plurality of bricks can be fixed first to the laminar support and then fixed the stiffening and fastening elements, as well as the first assembly bars, or vice versa.
  • step (f) reverse the position of the flexible brick sheet maintaining said bonding by means of said rigid tie bars, allowing it to freely adopt, by its own weight, a vaulted cross-sectional configuration in an arc of catenary guideline, of light and arrow equal to those set in step (e), but working with pure compression, and place the flexible brick sheet so arranged in its final location; (g) coating the flexible brick sheet at its top with concrete or mortar, ensuring that said concrete or mortar passes through said plurality of holes of the laminar support and fills said separation spaces aligned between bricks by embedding said first reinforcement bars and that it also forms a layer of a predetermined thickness above said laminate support; Y
  • the result will be a laminar cover in which said laminar support will be integrated, acting as a puncture-resistant reinforcement and contributing to the resistance to longitudinal and transverse flexures of said cover, as well as the bricks, which will act as compression-resistant elements.
  • the thickness of the concrete or mortar layer, and therefore the total thickness of the roof, will be minimized by virtue of the high strength provided by the catenary guideline arc curvature.
  • step (f) of the process of the invention two or more of said flexible sheets of bricks, consecutively attached to the head, are placed in their definitive location.
  • the establishment of a mechanical continuity along the entire vaulted surface has been foreseen, by virtue of which, once it has been completed, it behaves like a beam with a large edge, that is, capable of self-sustaining, for example , supported only by its ends, or with a cantilever portion.
  • Said mechanical continuity is provided by a plurality of second reinforcement bars arranged in the direction parallel to the stiffening and fastening elements of the laminar supports of the flexible sheets of bricks.
  • Said second reinforcement bars can be, as explained above, integrated into each flexible brick sheet prior to its placement at the final location, or they can be added, for example, to each or several of the flexible sheets of bricks as they are placed, or they can be added to the entire set of flexible sheets of bricks when they are already in their final location attached to the head, or combinations of any of said methods. It is evident that when said second reinforcement bars do not extend along the entire vaulted surface it is necessary to provide that they have protruding ends that overlap with the second assembling bars of flexible sheets of adjacent bricks, and the mechanical bonding between them. , before proceeding to its embedding with concrete or mortar.
  • the process according to the invention contemplates the sealing of said separation spaces aligned between bricks prior to the passage (g), in order to retain the concrete poured onto the sheet support of the flexible brick sheet.
  • said sealing is achieved by flanges of the edges of the bricks, adjacent to its exposed board, whose flanges are susceptible of being very close, or in contact, with each other, defining between them and the laminar support the aforementioned separation spaces aligned between bricks in which the first ones are located, and where appropriate also the second, reinforcement bars.
  • said sealing comprises the application, at any time between the steps (c) and (g), of a flexible, substantially impermeable canvas, such as a plastic sheet, removably fixed on the table face view of the flexible brick sheet or sheets.
  • step (h) would include the operation of removing said flexible canvas.
  • the sealing of said spaces of separation between bricks would also be feasible by applying an elastic putty between the steps (e) and (g), whose putty would be integrated into the intrados of the finished domed roof.
  • steps (a) to (c) are typically performed in an industrial prefabricated phase to produce said flexible brick sheet, while steps (d) to (h) are performed on site.
  • the application of said flexible canvas can, therefore, be carried out either during the prefabricated phase or during the work on site, in which case, said application can be carried out on each flexible brick sheet before being placed in its location definitive or over the entire vaulted surface once placed.
  • Fig. 1 is a plan view of a sheet support for a flexible sheet of bricks according to the present invention, in which stiffening and fastening elements and first reinforcing bars are fixed.
  • Fig. 2 is a plan view, including an enlarged detail, of the laminar support of Fig. 1 on which a plurality of bricks have been fixed.
  • Fig. 3 is a cross-sectional view along line III-III of Fig. 2, including an enlarged detail.
  • Fig. 4 is a partial view of a flexible sheet of bricks like that of Fig. 1 but incorporating a plurality of second reinforcing bars.
  • Fig. 5 is an enlarged detail of a cross-sectional view along the N-N line of Fig. 4, which further shows the placement of a flexible canvas.
  • Fig. 6 is an enlarged detail of a cross-sectional view of a variant embodiment of a flexible brick sheet according to the invention.
  • Figs. 7 to 11 are front views that respectively illustrate steps (d) to
  • Fig. 12 is an enlarged detail of a cross-sectional view of a variant embodiment of a flexible brick sheet according to the invention.
  • Figs. 13 and 14 show schematic perspective views of two variants in the arrangement of the second reinforcing bars on a vaulted surface formed by several flexible sheets of bricks according to the invention, configured, placed and attached to the test according to the method of the invention.
  • Figs. 13 and 14 show schematic perspective views of two variants in the arrangement of the second reinforcing bars on a vaulted surface formed by several flexible sheets of bricks according to the invention, configured, placed and attached to the test according to the method of the invention.
  • a flexible brick sheet 1 comprising a flexible sheet support 2 provided with a plurality of holes 2a for the passage of concrete or mortar, on which a plurality of bricks 3 arranged in grid forming table, leaving 4 separation spaces aligned.
  • Stiffening and fastening elements 5 are fixed to first edges 2b of opposite ends of said sheet support 2, while a plurality of first reinforcement bars 6 are arranged along said separation spaces 4 aligned between bricks, in the address perpendicular to said stiffening and fastening elements 5, said first reinforcing bars 6 being linked at least to a series of points 2d of said laminar support 2 and fixed at their ends 6a to said stiffening and fastening elements 5.
  • Said stiffening elements and fastening 5 are, in a preferred embodiment, steel profiles welded to said first edges 2b of opposite ends of said sheet support 2, whose profiles typically comprise elements capable of being hooked by a crane, such as holes 5a or welded rings.
  • each flexible brick sheet 1 also integrates a plurality of second reinforcement bars 7 arranged in said separation spaces 4 aligned between bricks in the direction parallel to said stiffening and clamping elements 5, crossing with the first bars of assembly 6 between them and the flexible sheet, and with its ends 7a protruding by corresponding second edges 2c of opposite ends of the sheet perpendicular to said first edges 2b of opposite ends.
  • Said protruding ends 7a of said second reinforcement bars 7 are curved in the form of hooks and are capable of being mechanically linked to the second reinforcement bars 7 of flexible sheets of adjacent bricks 1.
  • the flexible brick sheet 1 according to the invention further comprises, in some preferred embodiments, sealing means of said separation spaces 4 aligned between bricks.
  • sealing means of said separation spaces 4 aligned between bricks are sufficient to retain a concrete or mortar poured or projected onto the face corresponding to the sheet support 2 of the flexible sheet of bricks 1.
  • said sealing means are formed, at least in part, by flanges 3a of the edges 3b of the bricks 3 adjacent to its exposed board 3 c, whose flanges 3 a are likely to be very close , or in contact with each other, delimiting between them and the laminar support 2 the aforementioned separation spaces 4 aligned between bricks, where the first and, where appropriate, the second ones also assemble bars 6, 7.
  • said sealing means are constituted by a flexible, substantially impermeable flexible canvas 8, such as a removable plastic sheet adhered on the board face, seen on that of the flexible brick sheet 1. Said flexible canvas is removed for Provide the final finish of the work.
  • the bricks 3 that integrate the flexible brick sheet 1 of the present invention can be of different types, such as solid bricks, hollow bricks or of the vault type, and be constituted of various materials such as ceramics and the like, cement, fiber cement or materials synthetic
  • the fixing of said bricks 3 to the laminar support 2 is carried out by means of a cement-glue 9 or a similar adhesive, or by means of a mechanical fixation, such as an insertion by elastic plug of the clamp type, whose clamps, in a particular embodiment example, are integral of the laminar support.
  • glue cement 9 or similar adhesive is used for fixing the bricks, the subsequent curvature to be adopted by the sheet support must be provided, for which the adhesive is applied covering only a part of the width of the brick, as illustrated in Fig.
  • the laminar support 2 is a plate having a plurality of oriented incisions made and subsequently stretched until said incisions are open, material that is commercially available and is commonly referred to as a stretched plate.
  • Such stretched plate will typically be arranged with said incisions oriented in the direction parallel to said stiffening and clamping elements 5 in order to provide greater flexibility in such direction and considerable rigidity in the direction perpendicular to it.
  • This stretched iron once embedded in concrete or mortar, and once it is set, it will offer a very high grip surface with said concrete or mortar, while acting as the reinforcement of the construction element in question.
  • sheet support 2 Other possible materials for said sheet support 2 are an electro-welded metal mesh or a braided metal mesh.
  • said first and second reinforced baths 6, 7 are preferably corrugated steel baths of those commonly used in the construction sector.
  • an objective of the present invention is to provide a method of construction of domed roofs using one or more flexible sheets of bricks 1 as described above.
  • These domed roofs are of the type of armed factory, with its intrados brick finish.
  • the process according to the present invention comprises, first of all, the steps (a) to (c) which consist of making a flexible sheet of bricks 1 as described above, whereby the repetition of such is omitted here. description.
  • steps (d) to (h) are described in which the actual construction of such a domed roof is described using the flexible brick sheet 1 of steps (a) to (c), which, in This example also incorporates a flexible canvas 8 in sealing functions of the aligned separation spaces 4 between bricks.
  • Fig. 7 illustrates step (d), which consists in suspending said flexible sheet of bricks 1 by said stiffening and clamping elements 5, with the table face seen at the bottom, allowing it to freely adopt , by its own weight, an inverted arc cross section configuration of a catenary guideline, working at pure traction.
  • This operation is typically carried out by means of a crane (not shown), for which, in said stiffening and clamping elements 5 holes 5a or welded rings capable of being hooked by said crane are arranged.
  • the bearing force exerted by the crane cables by means of arrows S and the weight of the flexible brick sheet 1 by an arrow P has been represented.
  • step (e) is illustrated in Fig. 8, which consists of fixing a preselected light L and an arrow F for said inverted arc of catenary guideline linking both stiffening and fastening elements 5 of the first edges Ib of opposite ends of said flexible brick sheet 1 by means of rigid cable ties 10 of a predetermined length.
  • said rigid cable ties 10 are subjected to compression stresses, represented by arrows C in this Fig. 8, while the flexible brick sheet is subjected to tensile stresses, represented by arrows T, which they confer said inverted arc cross-sectional configuration of a catenary guideline.
  • step (f) is illustrated in Fig. 9, which consists in reversing the position of the flexible brick sheet 1 maintaining said bonding by means of said rigid cable ties 10. In this position the efforts are reversed, so that said bars 10 are subjected to tensile stresses, represented by the arrows T, while the flexible brick sheet is subjected to pure compression stresses, represented by the arrows C, which give it a domed configuration of a cross-section in a guideline arc. catenary, of light L and arrow F equal to those set in step (e), but working with pure compression.
  • the flexible brick sheet 1 thus arranged is placed in its final location, for example, resting on pillars 50.
  • Fig. 10 The next step (g) is illustrated in Fig. 10, which consists of coating the flexible brick sheet 1 at its top with concrete or mortar, ensuring that said concrete or mortar passes through said plurality of holes 2a (see detail expanded) of the laminar support 2 and fill said separation spaces 4 aligned between bricks by embedding said first assembly baths 6 and also forming a layer 11 of a predetermined thickness above said laminar support 2.
  • this step the presence of the flexible canvas 8 as a means of sealing the separation spaces 4 aligned between bricks, retaining the concrete or mortar.
  • step (h) which consists of removing, once the concrete has set, the stiffened baffles 10 and, in this case, the flexible canvas 8, with which it is formed said domed roof of armed factory, with a cross section in an arc of catenary guideline and with its finished intrados, of exposed brick, without the need for further treatment.
  • the process according to the present invention has provided that, in the step
  • the step (gi) is included, which consists of arranging a plurality of second assembly baths 17 in said separation spaces 4 aligned between bricks in the direction parallel to said stiffening and clamping elements 5, intersecting with the first assembly baths 6 between them and the flexible sheet, each second assembly bar 17 extending along all the flexible sheets of attached bricks 1 to the fore, so that said second reinforced baths 17 establish a mechanical continuity along the entire vaulted surface 40, by virtue of which, once it is finished, it behaves like a beam with a large edge.
  • (fj) also have a plurality of second bathe armed 7 in said gaps 4 aligned between bricks in the direction parallel to said stiffening and clamping elements 5, intersecting with the first assembly baths 6 between them and the flexible sheet, each second assembly bath 7 extending along at least one flexible brick sheet 1 and with its ends 7a protruding by a few second edges 2c of opposite ends perpendicular to said first edges 2b of opposite ends; and (f 2 ) linking said ends 7a of the second reinforced baths 7 protruding from a flexible sheet of bricks 1 to the corresponding second assembling baths 7 of its flexible brick sheet 1 attached to adjacent testa, so that a mechanical continuity of said second reinforcing bars 7 along the entire vaulted surface 40, whereby, once it is finished, it behaves like a beam with a large edge.
  • step (fl) is called here step (el) and is carried out between steps (c) and ( d) instead of between steps (f) and (g). That is to say, said plurality of second assembly baths 7 are integrated directly to the flexible brick sheet 1, as set forth above with reference to Fig. 4, prior to the start of the construction of the domed roof by means of it. .
  • a sealing of the separation spaces 4 aligned between bricks prior to the passage (g) also forms a step of the process of the invention, being able to achieve, for example, by applying, at any time between the steps (c) and (g), of said flexible canvas 8, or by means of said flanges (3a) of the edges (3b) of the bricks (3), described above in reference to Fig. 6.
  • Fig. 12 an enlarged cross-sectional detail view of a portion of a building element made by a flexible brick sheet such as that of said Fig. 6 is shown. to Fig.
  • the edges 3a of the edges 3b of the bricks 3, adjacent to their table seen 3 c, are very close to each other, defining between them and the laminar support 2 the said separation spaces 4 aligned between bricks .
  • the concrete or mortar poured on the extrados, that is, on the laminar support 2 has penetrated through the holes 2a of the same filling said separation spaces 4 aligned between bricks and embedding the first and second assembly baths 6, 7, being retained by said flanges 3 a.
  • steps (a) to (c) are capable of being carried out in an industrial prefabricated phase to produce said flexible brick sheet 1, while steps (d) a (h) are performed on site.

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

Abstract

L'invention concerne un panneau (1) formé d'un support lamellaire (2) présentant des orifices (2a), d'une pluralité de tuiles (3) collées, formant un quadrillage, avec des espacements (4), d'éléments de raidissement et de soutien (5) fixés sur les bords (2b) opposés au support (2) et de renforts (6) placés dans les espacements (4), reliés au support (2) et fixés par leurs extrémités (6a) à ces éléments (5). Ce panneau est suspendu par ces éléments (5) ce qui lui donne une forme d'arc en chaînette inversé dont la portée et la flèche sont ensuite déterminés afin de relier les deux éléments (5) à l'aide de barres rigides (10). Le panneau (1) est ensuite inversé en maintenant ces barres rigides (10) et déposé à son emplacement définitif. Il est recouvert de béton ou mortier et une fois que le mortier ou le béton a pris, on retire les barres (10), ce qui nous donne une couverture en forme de voûte.
PCT/ES1999/000150 1999-05-24 1999-05-24 Panneau flexible de tuiles et procede de construction de couvertures en forme de voute faisant appel a ce panneau Ceased WO2000071823A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
EP99922189A EP1213396B1 (fr) 1999-05-24 1999-05-24 Panneau flexible de tuiles et procede de construction de couvertures en forme de voute faisant appel a ce panneau
DE69910846T DE69910846T2 (de) 1999-05-24 1999-05-24 Flexible ziegelbahn und verfahren zur errichtung von gewölben mittels dieser bahn
PCT/ES1999/000150 WO2000071823A1 (fr) 1999-05-24 1999-05-24 Panneau flexible de tuiles et procede de construction de couvertures en forme de voute faisant appel a ce panneau
ES99922189T ES2207216T3 (es) 1999-05-24 1999-05-24 Lamina flexible de ladrillos y procedimiento de construccion con dicha lamina de cubiertas abovedadas.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/ES1999/000150 WO2000071823A1 (fr) 1999-05-24 1999-05-24 Panneau flexible de tuiles et procede de construction de couvertures en forme de voute faisant appel a ce panneau

Publications (1)

Publication Number Publication Date
WO2000071823A1 true WO2000071823A1 (fr) 2000-11-30

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES1999/000150 Ceased WO2000071823A1 (fr) 1999-05-24 1999-05-24 Panneau flexible de tuiles et procede de construction de couvertures en forme de voute faisant appel a ce panneau

Country Status (4)

Country Link
EP (1) EP1213396B1 (fr)
DE (1) DE69910846T2 (fr)
ES (1) ES2207216T3 (fr)
WO (1) WO2000071823A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008139008A1 (fr) * 2007-05-10 2008-11-20 Asociacion Española De Fabricantes De Ladrillos Y Tejas De Arcilla Cocida, Hispalyt. Feuille flexible de briques pour la construction d'éléments architecturqux, et procédé pour la fabrication de ladite feuille
US20150308124A1 (en) * 2014-04-15 2015-10-29 Howard Hancock Newman Envelope system for solar, structural insulated panel, modular, prefabricated, emergency and other structures
WO2020120810A1 (fr) 2018-12-12 2020-06-18 Flexbrick, S.L Parement architectonique constitué d'un élément structural et d'une plaque souple de briques améliorée
CN117513640A (zh) * 2023-11-30 2024-02-06 上海宝冶建筑装饰有限公司 一种拱形干挂注浆陶砖顶棚及其施工方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0226439D0 (en) 2002-11-13 2002-12-18 Univ Belfast Concrete arch and method of manufacture

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Publication number Priority date Publication date Assignee Title
DE1020175B (de) * 1955-06-18 1957-11-28 Werner Kosfeld Leichtbaukoerper fuer Decken- und Dachkonstruktionen
GB2011521A (en) * 1977-10-21 1979-07-11 Ibstock Building Products Ltd Prefabricated arch
US4279680A (en) * 1978-07-28 1981-07-21 Watson Jr Louis L Methods for forming thinwall structures

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1020175B (de) * 1955-06-18 1957-11-28 Werner Kosfeld Leichtbaukoerper fuer Decken- und Dachkonstruktionen
GB2011521A (en) * 1977-10-21 1979-07-11 Ibstock Building Products Ltd Prefabricated arch
US4279680A (en) * 1978-07-28 1981-07-21 Watson Jr Louis L Methods for forming thinwall structures

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008139008A1 (fr) * 2007-05-10 2008-11-20 Asociacion Española De Fabricantes De Ladrillos Y Tejas De Arcilla Cocida, Hispalyt. Feuille flexible de briques pour la construction d'éléments architecturqux, et procédé pour la fabrication de ladite feuille
ES2322740A1 (es) * 2007-05-10 2009-06-25 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.
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.
US8256178B2 (en) 2007-05-10 2012-09-04 Flexbrick, S.L. Flexible brick plate for building architectural elements, and method for manufacturing said plate
US20150308124A1 (en) * 2014-04-15 2015-10-29 Howard Hancock Newman Envelope system for solar, structural insulated panel, modular, prefabricated, emergency and other structures
US9587407B2 (en) * 2014-04-15 2017-03-07 Howard Hancock Newman Envelope system for solar, structural insulated panel, modular, prefabricated, emergency and other structures
WO2020120810A1 (fr) 2018-12-12 2020-06-18 Flexbrick, S.L Parement architectonique constitué d'un élément structural et d'une plaque souple de briques améliorée
US12006697B2 (en) 2018-12-12 2024-06-11 Flexbrick, S.L. Architectural enclosure comprising a structural element and an improved flexible brick sheet
CN117513640A (zh) * 2023-11-30 2024-02-06 上海宝冶建筑装饰有限公司 一种拱形干挂注浆陶砖顶棚及其施工方法
CN117513640B (zh) * 2023-11-30 2024-04-19 上海宝冶建筑装饰有限公司 一种拱形干挂注浆陶砖顶棚及其施工方法

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ES2207216T3 (es) 2004-05-16
EP1213396B1 (fr) 2003-08-27
EP1213396A1 (fr) 2002-06-12
DE69910846T2 (de) 2004-06-09
DE69910846D1 (de) 2003-10-02
EP1213396A8 (fr) 2002-07-31

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