FR2861409A3 - Block e.g. brick, for construction of wall or floor in building, has inner walls extending along direction that is oblique with respect to outer walls and connected to adjacent outer walls - Google Patents
Block e.g. brick, for construction of wall or floor in building, has inner walls extending along direction that is oblique with respect to outer walls and connected to adjacent outer walls Download PDFInfo
- Publication number
- FR2861409A3 FR2861409A3 FR0312419A FR0312419A FR2861409A3 FR 2861409 A3 FR2861409 A3 FR 2861409A3 FR 0312419 A FR0312419 A FR 0312419A FR 0312419 A FR0312419 A FR 0312419A FR 2861409 A3 FR2861409 A3 FR 2861409A3
- Authority
- FR
- France
- Prior art keywords
- walls
- oblique
- nodes
- outer walls
- inner walls
- 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.)
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Classifications
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
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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
- 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
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
- E04B5/261—Monolithic filling members
- E04B5/265—Monolithic filling members with one or more hollow cores
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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
- 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
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0208—Non-undercut connections, e.g. tongue and groove connections of trapezoidal shape
-
- 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
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0228—Non-undercut connections, e.g. tongue and groove connections with tongues next to each other on one end surface and grooves next to each other on opposite end surface
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
Abstract
Description
1 DESCRIPTION1 DESCRIPTION
La présente invention concerne le domaine de la fabrication de matériaux du bâtiment, en particulier de blocs de construction destinés à l'érection de murs ou à la réalisation de planchers et a pour objet un tel bloc de construction. The present invention relates to the field of the manufacture of building materials, in particular building blocks for the erection of walls or the realization of floors and is for such a building block.
Actuellement, les blocs de construction généralement utilisés pour la construction de murs se présentent, d'une part, sous forme de briques ou de parpaings reliés entre eux par des joints en mortier et, d'autre part, sous forme de hourdis qui sont disposés entre des poutrelles et qui servent à la réalisation de planchers. Currently, the building blocks generally used for the construction of walls are on the one hand, in the form of bricks or blocks connected together by mortar joints and on the other hand, in the form of slabs which are arranged between beams and used for the realization of floors.
Les briques et les hourdis sont réalisés en terre cuite par une suite d'opérations d'extrusions, de débitage, de séchage et de cuisson, les parpaings et certains hourdis étant réalisés en béton par coulage et compression dans des moules et par séchage à l'air libre. The bricks and slabs are made of terracotta by a series of extrusion, debiting, drying and firing operations, the blocks and some slabs being made of concrete by pouring and compression in molds and by drying in the mold. 'outdoors.
Ces briques, parpaings et hourdis existants se présentent sous forme de pièces munies de cavités longitudinales ou verticales en forme d'alvéoles traversants disposés en quinconce. Ces alvéoles assurent, d'une part, une isolation thermique et acoustique et, d'autre part, un allègement des blocs de construction. These bricks, breeze blocks and existing slabs are in the form of parts provided with longitudinal or vertical cavities in the form of through-cells arranged in staggered rows. These cells provide, on the one hand, a thermal and acoustic insulation and, on the other hand, a lightening of the building blocks.
Cependant, les blocs de constructions existants présentent l'inconvénient d'une disposition parallèle des parois des alvéoles qui a pour conséquence l'obtention de logements longitudinaux ou verticaux de forme quadrangulaire. Il en résulte que, par exemple, les hourdis présentent une fragilité importante aux charges statiques et dynamiques qui a pour conséquence leur destruction par cisaillement vertical dès qu'ils sont soumis à une charge ponctuelle plus ou moins centrée en leur milieu ou proche de leur appui sur les poutrelles de support. However, the existing building blocks have the disadvantage of a parallel arrangement of the walls of the cells which has the consequence of obtaining longitudinal or vertical housing of quadrangular shape. As a result, for example, the slabs have a significant fragility static and dynamic loads which results in their destruction by vertical shear as soon as they are subjected to a point load more or less centered in their middle or close to their support on support beams.
Dans le cas des briques ou parpaings, les alvéoles verticales permettent, certes, une bonne résistance aux charges statiques mais ne sont pas adaptés à participer à une résistance aux charges latérales dynamiques telles que celles pouvant résulter de secousses sismiques. In the case of bricks or blocks, the vertical cells allow, certainly, good resistance to static loads but are not suitable to participate in a resistance to dynamic lateral loads such as those that may result from seismic shaking.
En outre, la réalisation des alvéoles sous forme quadrangulaire, en particulier de section importante, notamment dans le cas des hourdis, présente l'inconvénient supplémentaire, pour les blocs de construction en terre cuite, de ne pouvoir permettre une résistance suffisante à l'écrasement lors du débitage par fil de coupe à la sortie des filières. In addition, the realization of the cells in quadrangular form, in particular of large section, especially in the case of slabs, has the additional disadvantage, for the clay building blocks, can not allow sufficient resistance to crushing when cutting by cutting wire at the exit of the dies.
La présente invention a pour but de pallier ces inconvénients en proposant un bloc de construction permettant d'obtenir une meilleure 5 résistance aux charges transversales et aux charges dynamiques, ce par une meilleure répartition des forces incidentes. The present invention aims to overcome these disadvantages by providing a building block to obtain a better resistance to transverse loads and dynamic loads, by a better distribution of incident forces.
A cet effet, le bloc de construction, qui est muni de multiples alvéoles s'étendant suivant sa hauteur ou sa longueur et délimitées, entre les parois externes, par des parois internes, est caractérisé en ce qu'une grande partie de ses parois internes s'étendent suivant des directions obliques par rapport aux parois externes et sont reliées à des parois externes adjacentes ou entre-elles. For this purpose, the building block, which is provided with multiple cells extending along its height or length and delimited, between the outer walls, by internal walls, is characterized in that a large part of its inner walls. extend in oblique directions relative to the outer walls and are connected to adjacent outer walls or to each other.
L'invention sera mieux comprise, grâce à la description ci-après, qui se rapporte à des modes de réalisation préférés, donnés à titre d'exemples non limitatifs, et expliqués avec référence aux dessins schématiques annexés, dans lesquels: la figure 1 est une vue en coupe transversale d'un bloc de construction en forme de hourdis, et la figure 2 est une vue en plan sur un autre bloc constructif en 20 forme de brique. The invention will be better understood, thanks to the following description, which refers to preferred embodiments, given by way of non-limiting examples, and explained with reference to the appended diagrammatic drawings, in which: FIG. a cross-sectional view of a slab-like building block, and Fig. 2 is a plan view of another brick-shaped building block.
Les figures 1 et 2 des dessins annexés représentent des blocs de construction en forme de hourdis 1 ou de brique 2 qui sont munis d'alvéoles 3 délimitant entre leurs parois externes 1' et 2', par l'intermédiaire de parois internes 1" et 2". Figures 1 and 2 of the accompanying drawings show building blocks in the form of slabs 1 or brick 2 which are provided with cavities 3 delimiting between their outer walls 1 'and 2', through internal walls 1 "and 2 ".
Conformément à l'invention, une grande partie des parois internes 1" et 2" s'étendent suivant des directions obliques par rapport aux parois externes et sont reliées à des parois externes adjacentes ou entre-elles. Cette disposition d'une grande partie des parois internes 1" et 2" suivant des directions obliques avec liaison entre deux parois externes 1' et 2' permet une meilleure répartition des efforts s'exerçant sur le bloc de construction, de manière statique ou dynamique et, ainsi, une meilleure résistance dudit bloc à ses efforts. According to the invention, a large part of the inner walls 1 "and 2" extend in oblique directions with respect to the outer walls and are connected to adjacent external walls or to each other. This arrangement of a large part of the inner walls 1 "and 2" in oblique directions with connection between two outer walls 1 'and 2' allows a better distribution of the forces exerted on the building block, statically or dynamically and, thus, a better resistance of said block to its efforts.
A cet effet, conformément à une caractéristique de l'invention et comme le montre la figure 1 des dessins annexés, qui a pour objet un bloc de construction en forme de hourdis 1, deux parois internes 1" s'étendent de manière oblique et symétrique à partir de des parois externes formant deux côtés parallèles dudit bloc en direction de la paroi formant un côté adjacent à ces deux côtés, pour se rejoindre sur la partie médiane de cette dite paroi 1', leurs extrémités reliées aux côtés parallèles rejoignant préférentiellement un noeud 4 s'étendant à proximité des points d'appui 5 de ce bloc de construction en forme de hourdis 1. Par ailleurs, la paroi formant le côté opposé à celui sur lequel se rejoignent les parois internes obliques et symétriques 1" présente des noeuds 6 à partir desquels s'étendent d'autres parois obliques 1" qui sont reliées respectivement auxdites parois obliques et symétriques 1" par l'intermédiaire de noeuds 7 et, pour deux d'entre-elles, aux noeuds 4 s'étendant à proximité des points d'appui 5. Une telle disposition des parois internes 1" permet de réaliser, à l'intérieur du bloc de construction ou hourdis 1 une structure en forme de fermette tendant à répartir les efforts s'exerçant sur une paroi en direction des autres parois. For this purpose, according to a feature of the invention and as shown in Figure 1 of the accompanying drawings, which relates to a building block shaped slab 1, two inner walls 1 "extend obliquely and symmetrically from external walls forming two parallel sides of said block towards the wall forming a side adjacent to these two sides, to meet on the median part of said wall 1 ', their ends connected to the parallel sides preferably joining a node 4 extending near the support points 5 of this slab-shaped building block 1. Moreover, the wall forming the side opposite to that on which the oblique and symmetrical inner walls 1 "meet has knots 6 from which extend other oblique walls 1 "which are respectively connected to said oblique and symmetrical walls 1" via nodes 7 and, for two of between them, the nodes 4 extending close to the support points 5. Such an arrangement of the inner walls 1 "allows to realize, within the building block or slab 1 a truss-like structure tending to distribute the forces exerted on a wall towards the other walls.
Selon une autre caractéristique de l'invention, comme le montrent les figures 1 et 2 des dessins annexés, le bloc de construction 1 ou 2 peut être pourvu, en outre, de parois internes 1" ou 2" s'étendant perpendiculairement à deux surfaces parallèles externes 1' ou 2' et reliant avantageusement entre eux les noeuds 6 prévus sur ces parois externes et les noeuds 7 se trouvant au croisement des parois internes obliques 1" ou 2". Il en résulte une triangulation de la structure en forme de fermette réalisée entre les parois externes 1' ou 2'. Ainsi, dans le cas de réalisation de bloc de construction en forme de hourdis, suivant la figure 1, l'application d'une force verticale sur ledit hourdis a pour conséquence de répartir cette force suivant une direction oblique rejoignant les noeuds 4 et les points d'appui 5, de sorte que les forces engendrées au niveau des points d'appui 5 ne sont pas uniquement des forces de cisaillement sur cesdits points d'appui 5, mais également des forces de compression ayant tendance à écarter lesdits points d'appui 5. Il en résulte que la paroi 1' opposée à celle d'application de la force est soumise à un effort de traction dont les effets sont répercutés par les parois obliques internes 1" qui s'étendent à partir des noeuds 6 en direction des parois obliques symétriques 1" et qui sont raccordées à ses dernières par les noeuds 7. Enfin, l'effort de flexion s'exerçant sur la paroi 1' directement soumise à la pression est transféré vers la paroi opposée 1' par les parois internes perpendiculaires 1", et vers les noeuds 6, d'où il est à nouveau transformé en un effort de traction ou de compression, de sorte qu'il s'établit un équilibre de force aboutissant à une meilleure résistance de bloc de construction 1. According to another characteristic of the invention, as shown in Figures 1 and 2 of the accompanying drawings, the building block 1 or 2 may be provided, in addition, internal walls 1 "or 2" extending perpendicular to two surfaces external parallels 1 'or 2' and advantageously interconnecting the nodes 6 provided on these outer walls and the nodes 7 at the intersection of the oblique inner walls 1 "or 2". This results in a triangulation of the farmhouse-shaped structure formed between the outer walls 1 'or 2'. Thus, in the case of realization of a slab-shaped building block, according to FIG. 1, the application of a vertical force on said slab has the consequence of distributing this force in an oblique direction joining the knots 4 and the points 5, so that the forces generated at the fulcrums 5 are not only shear forces on these bearing points 5, but also compressive forces tending to distance said support points 5. As a result, the wall 1 'opposite that of application of the force is subjected to a tensile force whose effects are reflected by the internal oblique walls 1 "which extend from the nodes 6 towards the symmetrical oblique walls 1 "and which are connected to its last nodes 7. Finally, the bending force exerted on the wall 1 'directly subjected to pressure is transferred to the opposite wall 1' by the walls in perpendicular to the nodes 6, from where it is again converted into a tensile or compressive force, so that a balance of forces is established resulting in a better strength of the building block 1 .
Dans le cas particulier d'un bloc de construction 2 en forme de briques, des noeuds 6 de départ et d'arrivée de parois internes 2" sont prévus sur toutes les parois 2", ces noeuds 6 reliant des parois internes obliques 2" et/ou des parois internes perpendiculaires 2" aux parois externes 2'. Ainsi, un bloc de forme quadrangulaire telle qu'une brique 2 peut présenter des parois internes 2" qui s'étendent perpendiculairement aux parois externes 2' et qui coupent des parois internes obliques 2" au niveau de noeuds d'intersection intermédiaire 7. In the particular case of a building block 2 in the form of bricks, nodes 6 of departure and arrival of internal walls 2 "are provided on all walls 2", these nodes 6 connecting oblique inner walls 2 "and or perpendicular internal walls 2 "to the outer walls 2 '. Thus, a block of quadrangular shape such as a brick 2 may have internal walls 2 "which extend perpendicularly to the outer walls 2 'and cut oblique internal walls 2" at intermediate intersection nodes 7.
Il résulte d'une telle disposition une importante triangulation des forces appliquées extérieurement sur une face d'une brique, à toutes les autres faces de ladite brique, de sorte qu'elle présente une très forte résistance aux efforts transversaux. The result of such a provision is an important triangulation forces applied externally on a face of a brick, all the other faces of said brick, so that it has a very high resistance to transverse forces.
Cette résistance aux efforts transversaux est particulièrement intéressante lors de la fabrication de briques par extrusion, les forces d'écrasement dues à leur débitage à la longueur ou à la hauteur par l'intermédiaire d'un fil de coupe étant très largement contrariées par la structure avec triangulation conforme à l'invention. La résistance à l'écrasement lors de la réalisation de hourdis en terre cuite est améliorée de la même manière. This resistance to transverse forces is particularly interesting during the manufacture of bricks by extrusion, the crushing forces due to their cutting length or height through a cutting wire being very largely thwarted by the structure with triangulation according to the invention. The crush resistance when making terracotta slabs is improved in the same way.
En outre, la réalisation des alvéoles 3 par la disposition des parois internes 2" des blocs de construction en forme de briques 2 permet l'obtention de briques 2 particulièrement adaptées à la construction parasismique, les efforts horizontaux dus aux secousses systémiques, qui sont principalement des efforts de cisaillement étant très largement transformés en des efforts complexes de flexion de traction et de compression, qui sont mieux absorbés par les structures en terre cuite. In addition, the production of the cells 3 by the arrangement of the inner walls 2 "of the brick-shaped building blocks 2 makes it possible to obtain bricks 2 which are particularly adapted to earthquake-resistant construction, the horizontal forces due to systemic shaking, which are mainly shear forces being very largely transformed into complex tensile and compressive bending forces, which are better absorbed by terracotta structures.
De plus, dans le cas de fabrication de hourdis, ce aussi bien en terre cuite qu'en béton, la prévision de parois internes obliques, tendant à transformer les charges verticales sur le dessus du hourdis en des charges de compression en direction des points d'appui, permet également une amélioration des caractéristiques mécaniques de tels hourdis. In addition, in the case of manufacture of slabs, both in terracotta and concrete, the prediction of oblique internal walls, tending to transform the vertical loads on top of the slab into compression loads towards the points of the slab. support, also allows an improvement of the mechanical characteristics of such slabs.
Grâce à l'invention, il est possible de réaliser des blocs de construction, tels que des briques ou des hourdis, principalement en terre cuite, mais également en d'autres matériaux, tels que du béton ou d'autres complexes obtenus par pressage, permettant une très importante amélioration de leurs caractéristiques de résistance aux charges transversales, à savoir essentiellement par le dessus, en ce qui concerne les hourdis, ou par les côtés aussi bien longitudinaux que transversaux, dus à des appuis statiques ou à des charges dynamiques telles que celles résultant de secousses sismiques. Thanks to the invention, it is possible to produce building blocks, such as bricks or slabs, mainly terracotta, but also other materials, such as concrete or other complexes obtained by pressing, allowing a very significant improvement in their transverse load resistance characteristics, namely essentially from above, with regard to the slabs, or from both the longitudinal and transverse sides, due to static supports or to dynamic loads such as those resulting from seismic shocks.
Il en résulte que les blocs de construction ainsi réalisés sont 5 parfaitement adaptés à la construction parasismique. As a result, the building blocks thus produced are ideally suited to seismic construction.
Bien entendu, l'invention n'est pas limitée aux modes de réalisation décrits et représentés aux dessins annexés. Des modifications restent possibles, notamment du point de vue de la constitution des divers éléments ou par substitution d'équivalents techniques, sans sortir pour autant du domaine de protection de l'invention. Of course, the invention is not limited to the embodiments described and shown in the accompanying drawings. Modifications are possible, particularly from the point of view of the constitution of the various elements or by substitution of technical equivalents, without departing from the scope of protection of the invention.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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FR0312419A FR2861409B3 (en) | 2003-10-23 | 2003-10-23 | BUILDING BLOCK |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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FR0312419A FR2861409B3 (en) | 2003-10-23 | 2003-10-23 | BUILDING BLOCK |
Publications (2)
Publication Number | Publication Date |
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FR2861409A3 true FR2861409A3 (en) | 2005-04-29 |
FR2861409B3 FR2861409B3 (en) | 2005-08-19 |
Family
ID=34400732
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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FR0312419A Expired - Fee Related FR2861409B3 (en) | 2003-10-23 | 2003-10-23 | BUILDING BLOCK |
Country Status (1)
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FR (1) | FR2861409B3 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2946065A1 (en) * | 2009-05-28 | 2010-12-03 | Wienerberger | Parallelepiped shaped construction block for erection of frontages of structure e.g. residential building, has transverse stiffening walls extending perpendicularly between parallel faces of block |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1387809A (en) * | 1917-10-06 | 1921-08-16 | Reuben G Simons | Building-tile |
US1646183A (en) * | 1924-05-08 | 1927-10-18 | Nat Fire Proofing Company | Composite floor structure |
US1672886A (en) * | 1927-01-18 | 1928-06-12 | Gross Carl | Tile |
US1720306A (en) * | 1927-09-24 | 1929-07-09 | Streator Drain Tile Co | Building tile |
FR768571A (en) * | 1934-02-13 | 1934-08-08 | elements for metal panels or others | |
GB705820A (en) * | 1952-08-28 | 1954-03-17 | James Frank Marshall | Perforated brick |
FR1155818A (en) * | 1956-08-17 | 1958-05-08 | Mixed iron floor, advanced reinforced concrete | |
EP0775785A1 (en) * | 1995-11-25 | 1997-05-28 | ZIEGELWERK BELLENBERG WIEST & CO. | Light perforated brick |
WO1997046768A1 (en) * | 1996-05-30 | 1997-12-11 | Sergio Pollarolo | Block for a composite construction structure, and structure |
DE19939283A1 (en) * | 1999-05-10 | 2000-11-23 | Venus Sen | Vertical hole brick has two framework rib progressions, following one after other in direction of first cross sectional axis, extending approximately in anti-phase in direction of second cross sectional axis |
-
2003
- 2003-10-23 FR FR0312419A patent/FR2861409B3/en not_active Expired - Fee Related
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1387809A (en) * | 1917-10-06 | 1921-08-16 | Reuben G Simons | Building-tile |
US1646183A (en) * | 1924-05-08 | 1927-10-18 | Nat Fire Proofing Company | Composite floor structure |
US1672886A (en) * | 1927-01-18 | 1928-06-12 | Gross Carl | Tile |
US1720306A (en) * | 1927-09-24 | 1929-07-09 | Streator Drain Tile Co | Building tile |
FR768571A (en) * | 1934-02-13 | 1934-08-08 | elements for metal panels or others | |
GB705820A (en) * | 1952-08-28 | 1954-03-17 | James Frank Marshall | Perforated brick |
FR1155818A (en) * | 1956-08-17 | 1958-05-08 | Mixed iron floor, advanced reinforced concrete | |
EP0775785A1 (en) * | 1995-11-25 | 1997-05-28 | ZIEGELWERK BELLENBERG WIEST & CO. | Light perforated brick |
WO1997046768A1 (en) * | 1996-05-30 | 1997-12-11 | Sergio Pollarolo | Block for a composite construction structure, and structure |
DE19939283A1 (en) * | 1999-05-10 | 2000-11-23 | Venus Sen | Vertical hole brick has two framework rib progressions, following one after other in direction of first cross sectional axis, extending approximately in anti-phase in direction of second cross sectional axis |
Non-Patent Citations (1)
Title |
---|
SECRÉTARIAT DE LA COMMISSION DES AVIS TECHNIQUES: "Avis technique préalable sur le plancher SABA", CAHIER DU CSTB, vol. 157, no. 1305, March 1975 (1975-03-01), CENTRE SCIENTIFIQUE ET TECHNIQUE DU BÂTIMENT, PARIS, pages 1 - 8, XP002282252 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2946065A1 (en) * | 2009-05-28 | 2010-12-03 | Wienerberger | Parallelepiped shaped construction block for erection of frontages of structure e.g. residential building, has transverse stiffening walls extending perpendicularly between parallel faces of block |
Also Published As
Publication number | Publication date |
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FR2861409B3 (en) | 2005-08-19 |
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