EP0241346B1 - Removable and earth quake-proof partition wall - Google Patents

Removable and earth quake-proof partition wall Download PDF

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Publication number
EP0241346B1
EP0241346B1 EP87400667A EP87400667A EP0241346B1 EP 0241346 B1 EP0241346 B1 EP 0241346B1 EP 87400667 A EP87400667 A EP 87400667A EP 87400667 A EP87400667 A EP 87400667A EP 0241346 B1 EP0241346 B1 EP 0241346B1
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EP
European Patent Office
Prior art keywords
bricks
partition
section
rows
cross
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.)
Expired - Lifetime
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EP87400667A
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German (de)
French (fr)
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EP0241346A1 (en
Inventor
Marc Bouchon
Christian Gallois
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Orano Cycle SA
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Compagnie Generale des Matieres Nucleaires SA
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Publication of EP0241346A1 publication Critical patent/EP0241346A1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • GPHYSICS
    • G21NUCLEAR PHYSICS; NUCLEAR ENGINEERING
    • G21FPROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
    • G21F3/00Shielding characterised by its physical form, e.g. granules, or shape of the material
    • G21F3/04Bricks; Shields made up therefrom

Definitions

  • the invention relates to a removable and earthquake-resistant partition intended to close an opening formed in a vertical wall and in particular in a wall of a room containing radioactive materials.
  • the dimensions of the openings closed by these removable partitions vary according to whether they are intended to allow the passage of a person or of materials. In the first case, these dimensions are generally 1 m x 1.80 m. In the case of an opening for the passage of materials, the dimensions of the openings can go up to 5m x 4m.
  • these demountable partitions are designed so as to be able to withstand the effects of an earthquake, when required by safety analysis.
  • the bricks constituting these demountable partitions are generally in the form of rectangular parallelepipeds with flat faces. Resistance to the horizontal inertia forces perpendicular to the partition that can be produced by an earthquake is obtained by having a supporting frame on either side of the brick stack.
  • this framework is formed by a general sheet metal work or by a grid of metal profiles.
  • Document FR-A-1 232 638 also discloses a partition made of bricks, the shape of which ensures protection against radiation.
  • the bricks are sealed together and crossed by vertical and horizontal metal bars which constitute a framework ensuring resistance to earthquakes.
  • this partition is not removable.
  • the present invention specifically relates to a removable partition and resistant to earthquakes of a new type, not having the drawbacks which have just been mentioned of existing removable partitions.
  • a demountable and earthquake-resistant partition closing off an opening formed in a vertical wall, said partition comprising at least two layers of parallelepiped bricks arranged in superimposed horizontal rows, characterized in that each of said rows comprises at least one central locking brick having a horizontal section in the form of an isosceles trapezium, and bricks having a horizontal section in the form of a parallelogram and arranged symmetrically on either side of the central locking brick, all the central bricks for locking the same layer being oriented in the same direction, so that each of the series of bricks behaves like a fictitious funicular arc when the partition is subjected to a horizontal force exerted perpendicular to said partition, in a first direction going from the big base to the pet ite base of the trapezoid formed in horizontal section by the central locking brick of each series, the layers of bricks constituting the two external faces of the partition being formed so that the small bases of the trapezoids formed in horizontal section by the central brick
  • Such a demountable partition is designed mainly to be placed in a wall of a room containing radioactive materials. However, it can also be used outside the nuclear industry, in all cases where an opening must be able to be made relatively easily in a wall or a vertical wall which must moreover have good resistance to earthquakes. Therefore, if the bricks are preferably made of heavy concrete, having a density higher than that of ordinary concrete, other materials such as ordinary concrete or refractory earth can also be used.
  • the rows of bricks are offset vertically from one layer to another, to avoid leakage by radiation at the joints.
  • the bricks of two adjacent rows of the same layer can also be offset horizontally in a direction parallel to said partition, so as to increase the cohesion of the latter.
  • each of the bricks with a horizontal section in the shape of a parallelogram has a key on one end face and a recess of complementary shape to said key on an opposite end face, each of the bricks with horizontal section in the shape of an isosceles trapezoid having on end faces corresponding to the sides of the trapezoid recesses of identical shape to that of the recess formed on bricks with horizontal section in the shape of a parallelogram, so that in each cune of said rows, each key is received in a recess of the adjacent brick.
  • each row of bricks comprises two series of bricks and an intermediate support brick interposed between said series and having a horizontal section in the form of isosceles trapezium, the intermediate support bricks being oriented in opposite directions with respect to the central locking bricks of the same layer, a vertical retaining profile being fixed to the wall so as to be pressed against the large base of the trapezium formed in section by each of the supporting bricks, this large base of which is placed on an external face of the partition.
  • the support bricks are then identical to the central locking bricks. It is desirable for the partition to include locking pieces capable of simultaneously filling the recesses formed on the end faces of the support bricks and on the adjacent end faces of the bricks of horizontal section in the shape of a parallelogram.
  • a mortar frame is poured between the bricks placed on the periphery of the partition and the opening formed in the wall.
  • the mortar can be replaced by a packing of lead tow between the upper row of bricks and the upper part of the opening formed in the wall.
  • Figure 1 shows a portion of a wall or wall 10, approximately vertical, for example of reinforced concrete, in which is formed an opening 12, of generally rectangular shape.
  • the verticality of the wall 10 is not necessarily rigorous. Indeed, it will be readily understood that the invention also applies to the case of walls having a slight inclination relative to the vertical.
  • the shape of the opening 12 is not necessarily rectangular, even if it is generally openings of this shape that are produced in practice.
  • the opening 12 formed in the wall 10 is closed by a removable partition 14 designed to resist earthquakes.
  • the partition 14 is designed so as to provide protection against the radiation emitted by the radioactive materials which are inside this room.
  • each of these layers is, for example, 20 cm or 30 cm.
  • Each layer is formed by several horizontal rows of bricks 16 and 18 all having in horizontal section the shapes illustrated in FIG. 1.
  • the bricks 16 and 18 are all of parallelepiped shape and have flat and horizontal lower and upper faces, their height being, for example 10 cm.
  • each of the rows comprises a series of bricks formed by a central locking brick 18, having in horizontal section the shape of an isosceles trapezoid, and bricks 16 having in horizontal section the shape of parallelograms , these bricks 16 being arranged in equal number and in opposite directions, on either side of the central brick 18.
  • the end faces are the adjacent faces of the bricks 16 and 18 of the same row, the end faces 18a of the bricks 18 correspond to the sides of the trapezoids formed in horizontal section by these bricks 18.
  • the end faces of the bricks 16 are designated by the reference 16a.
  • the length of the bricks 16 is, for example 30 cm, the length of the bricks 18 possibly being 15 cm and 25 cm, depending on whether one looks at them from the side of the small base or from the side of the large base of the trapezoid that 'they form in horizontal section.
  • the external faces of the bricks 16 and 18 are designated respectively by the reference 16b for the bricks 16 and by the references 18b and 18'b for the faces of the bricks 18 corresponding to the small base and to the large base of the trapezoid formed in section by these bricks.
  • angles formed between the faces 18a, 18b and 18'b of the central locking bricks 18 are the same as the angles formed between the faces 16a and 16b of the bricks 16.
  • each of the two layers of bricks is made in the same way.
  • the two layers of bricks are arranged in opposite directions, so that the small faces 18b of the central locking bricks 18 are located on the two external faces 14b and 14'b of the partition 14.
  • the bricks 16 and 18 of each row of bricks behave like a fictitious funicular arch.
  • the rows of bricks of one of the layers behave like a fictitious funicular arch when they are subjected to a horizontal load exerted perpendicularly to the partition in a first direction (arrow Fi in Figure 1).
  • the rows of bricks of the second layer behave like a fictitious funicular arc when the partition is subjected to a horizontal load exerted perpendicular to the partition in the opposite direction (arrow F 2 on Figure 1).
  • the corresponding fictitious funicular arches are represented diagrammatically by the hatched parts A 1 and A 2 in FIG.
  • one of the end faces 16a of each of the bricks 16 preferably has a key 26 constituted by a projecting part extending vertically over the entire height of the brick and having a shape substantially trapezoidal in horizontal section.
  • each of the bricks 16 has recesses 28 which also extend over the entire height of these bricks and have a horizontal trapezoidal section.
  • These recesses 28 have a shape complementary to that of the keys 26, so that the latter are housed in the recesses of the adjacent bricks 16 or 18 of the corresponding row, as illustrated in FIG. 1.
  • the keys 26 are received in the recesses 28 with a certain clearance. They therefore do not participate in the transmission of the forces between the bricks when a force is applied according to the arrow Fi or the arrow F 2 as is the case. described previously.
  • Figures 2 and 3 illustrate a variant of the embodiment of Figure 1.
  • the rows of bricks 16 and 18 forming the two layers of the partition 14 are offset vertically, so that the planes of horizontal joints between these rows are not aligned in one layer to layer.
  • This vertical offset can be, for example, half a brick height, that is to say about 5 cm if the height of the bricks is about 10 cm.
  • This last characteristic is particularly advantageous in the application of the invention to the production of a removable partition closing off the wall of a room containing radioactive materials. In fact, it provides effective protection against the radiation emitted by these materials.
  • FIG. 4 illustrates another embodiment of the invention comparable to that which has been described previously with reference to FIG. 1.
  • the removable partition 14 is made up of three layers of juxtaposed bricks, each of these layers being formed of overlapping horizontal rows.
  • the two layers forming the outer faces 14b and 14'b of the removable partition 14 are produced in a similar manner to those of the two layers forming the partition described with reference to FIG. 1 (possibly taking into account the variants of the figures 2 and 3).
  • the intermediate layer between the two extreme layers it is produced in a manner analogous to each of the other two layers, and oriented in the same direction as one of them (the right layer in FIG. 4) .
  • the bricks 16, 18 and possibly 16 'constituting the partition 14 of FIG. 4 are identical to those which have been described previously.
  • Figure 5 illustrates another embodiment. tion of the invention in which the opening 12 to be closed by the removable partition 14 according to the invention has a width such that the mechanical strength of the vertical supports to which the force is transmitted in the event of an earthquake cannot be ensured without the addition of an intermediate vertical support.
  • the maximum width between supports is chosen so that the compression stress of the concrete of the fictitious arcs such as A 1 and A 2 in FIG. 1 remains less than a limit stress.
  • This limiting stress is determined from the compression limit of the concrete.
  • the vertical supports include the keying mortar 20 which is unreinforced, not vibrated and difficult to put in place, an additional safety factor is applied to the compression limit of the concrete.
  • the maximum width thus calculated is, for example, about 4 meters.
  • each row of bricks is formed of two identical series of bricks 16 and 18 placed end to end, so as to close off the entire width of the opening 12.
  • Each of the two sets of bricks of the same row is produced in an identical manner to the rows of bricks constituting the partitions which have been described previously with reference to FIGS. 1 to 4.
  • the two series of bricks in the same row are oriented in the same direction and separated by an intermediate support brick 18 'placed between the adjacent end bricks 16 of the two series.
  • These support bricks 18 ' are bricks having in horizontal section the shape of an isosceles trapezoid. They are preferably identical to bricks 18.
  • these supports are preferably constituted by vertical profiles 30 having for example an I-shaped section, placed so as to be able to withstand a force exerted perpendicular to the partition respectively in the direction of the arrow Fi or arrow F 2 .
  • the sections 30 are sealed at the top and bottom of the concrete wall 10 and they are in contact with the faces 18'b of the bricks 18 '.
  • one or the other of the layers of bricks forming the partition 14 behaves row by row like two funicular arcs fictitious transmitting the force to which they are subjected for half to the vertical internal edges of the opening 12, via the concrete of keying 20, and for half to the profile 24, via the support bricks 18 ′.
  • the keys formed on the bricks in the embodiments described have only a security role and can if necessary be deleted.
  • the invention is particularly suited to the case of demountable partitions provided for sealing openings formed in the walls of rooms containing radioactive materials, it can also be used outside the nuclear industry.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Emergency Management (AREA)
  • Civil Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Physics & Mathematics (AREA)
  • General Engineering & Computer Science (AREA)
  • High Energy & Nuclear Physics (AREA)
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Description

L'invention concerne une cloison démontable et résistant aux séismes, destinée à obturer une ouverture formée dans une paroi verticale et notamment dans une paroi d'une salle contenant des matières radioactives.The invention relates to a removable and earthquake-resistant partition intended to close an opening formed in a vertical wall and in particular in a wall of a room containing radioactive materials.

Dans les usines nucléaires, les accès aux salles contenant des matières radioactives sont généralement fermés par des cloisons formées d'un empilage à sec (sans mortier) de briques en béton.In nuclear plants, access to the rooms containing radioactive materials are generally closed by partitions formed by a dry stack (without mortar) of concrete bricks.

Tout en assurant la continuité de la protection contre le rayonnement émis par les matières radioactives qui se trouvent à l'intérieur de la salle, ces cloisons permettent d'intervenir à l'intérieur de la salle en cas de besoin, grâce à leur caractère démontable.While ensuring the continuity of protection against radiation emitted by radioactive materials that are inside the room, these partitions allow to intervene inside the room if necessary, thanks to their removable nature .

Les dimensions des ouvertures obturées par ces cloisons démontables varient selon qu'elles sont destinées à permettre le passage d'une personne ou de matériels. Dans le premier cas, ces dimensions sont généralement de 1 m x 1,80m. Dans le cas d'une ouverture pour le passage de matériels, les dimensions des ouvertures peuvent aller jusqu'à 5m x 4m.The dimensions of the openings closed by these removable partitions vary according to whether they are intended to allow the passage of a person or of materials. In the first case, these dimensions are generally 1 m x 1.80 m. In the case of an opening for the passage of materials, the dimensions of the openings can go up to 5m x 4m.

Comme tous les éléments des bâtiments des usines nucléaires, ces cloisons démontables sont conçues de façon à pouvoir résister aux effets d'un séisme, lorsque l'analyse de sûreté l'impose.Like all elements of nuclear plant buildings, these demountable partitions are designed so as to be able to withstand the effects of an earthquake, when required by safety analysis.

Dans l'état actuel de la technique, les briques constituant ces cloisons démontables sont généralement en forme de parallélépipèdes rectangles à faces planes. La résistance aux forces d'inertie horizontales perpendiculaires à la cloison qui peuvent être produites par un séisme est obtenue en disposant de part et d'autre de l'empilement de briques une ossature de maintien. Selon le cas, cette ossature est constituée par un tôlage général ou par un quadrillage de profilés métalliques.In the current state of the art, the bricks constituting these demountable partitions are generally in the form of rectangular parallelepipeds with flat faces. Resistance to the horizontal inertia forces perpendicular to the partition that can be produced by an earthquake is obtained by having a supporting frame on either side of the brick stack. Depending on the case, this framework is formed by a general sheet metal work or by a grid of metal profiles.

Ces cloisons démontables connues présentent toutefois un certain nombre d'inconvénients.These known demountable partitions, however, have a number of drawbacks.

En premier lieu, leur coût est élevé car le prix de l'ossature de maintien peut être supérieur à celui de l'empilement de briques.Firstly, their cost is high because the price of the supporting frame can be higher than that of the stack of bricks.

En outre, l'accès à la salle est rendu difficile par l'ossature de maintien dont ie démontage s'ajoute à celui de l'empilement de briques.In addition, access to the room is made difficult by the support frame, which dismantling is added to that of the stack of bricks.

Enfin, la présence d'une ossature de maintien à l'intérieur de la salle rend la décontamination plus difficile, notamment lorsque cette ossature est constituée de profilés. En effet, la procédure de décontamination est d'autant plus délicate que la paroi de la structure à décontaminer n'est pas lisse.Finally, the presence of a support frame inside the room makes decontamination more difficult, especially when this frame is made of profiles. Indeed, the decontamination procedure is all the more delicate as the wall of the structure to be decontaminated is not smooth.

On connaît aussi du document FR-A-1 232 638 une cloison constituée de briques dont la forme permet d'assurer la protection contre les radiations. Les briques sont scellées entre elles et traversées par des barres métalliques verticales et horizontales qui constituent une armature assurant la tenue aux séismes. Cependant, cette cloison n'est pas démontable.Document FR-A-1 232 638 also discloses a partition made of bricks, the shape of which ensures protection against radiation. The bricks are sealed together and crossed by vertical and horizontal metal bars which constitute a framework ensuring resistance to earthquakes. However, this partition is not removable.

La présente invention a précisément pour objet une cloison démontable et résistant aux séismes d'un type nouveau, ne présentant pas les inconvénients qui viennent d'être mentionnés des cloisons démontables existantes.The present invention specifically relates to a removable partition and resistant to earthquakes of a new type, not having the drawbacks which have just been mentioned of existing removable partitions.

Ainsi, conformément à l'invention, il est proposé une cloison démontable et résistant aux séismes, obturant une ouverture formée dans une paroi verticale, ladite cloison comprenant au moins deux couches de briques parallélépipédiques disposées en rangées horizontales superposées, caractérisée en ce que chacune desdites rangées comprend au moins une brique centrale de verrouillage présentant une section horizontale en forme de trapèze isocèle, et des briques présentant une section horizontale en forme de paralléllogramme et disposées symétriquement de part et d'autre de la brique centrale de verrouillage, toutes les briques centrales de verrouillage d'une même couche étant orientées dans le même sens, de telle sorte que chacune des séries de briques se comporte comme un arc funiculaire fictif lorsque la cloison est soumise à une force horizontale exercée perpendiculairement à ladite cloison, dans une première direction allant de la grande base vers la petite base du trapèze formé en section horizontale par la brique centrale de verrouillage de chaque série, les couches de briques constituant les deux faces externes de la cloison étant formées de telle sorte que les petites bases des trapèzes formés en section horizontale par les briques centrales de verrouillage de ces couches soient placées sur lesdites faces externes. Ainsi, les deux structures de maintien selon la technique antérieure sont supprimées sans affecter la démon- tabilité de la cloison.Thus, in accordance with the invention, a demountable and earthquake-resistant partition is proposed, closing off an opening formed in a vertical wall, said partition comprising at least two layers of parallelepiped bricks arranged in superimposed horizontal rows, characterized in that each of said rows comprises at least one central locking brick having a horizontal section in the form of an isosceles trapezium, and bricks having a horizontal section in the form of a parallelogram and arranged symmetrically on either side of the central locking brick, all the central bricks for locking the same layer being oriented in the same direction, so that each of the series of bricks behaves like a fictitious funicular arc when the partition is subjected to a horizontal force exerted perpendicular to said partition, in a first direction going from the big base to the pet ite base of the trapezoid formed in horizontal section by the central locking brick of each series, the layers of bricks constituting the two external faces of the partition being formed so that the small bases of the trapezoids formed in horizontal section by the central bricks of locking these layers are placed on said external faces. Thus, the two holding structures according to the prior art are eliminated without affecting the demountability of the partition.

Une telle cloison démontable est conçue principalement pour être placée dans une paroi d'une salle contenant des matières radioactives. Toutefois, elle peut aussi être utilisée en dehors de l'industrie nucléaire, dans tous les cas où une ouverture doit pouvoir être réalisée relativement facilement dans un mur ou une paroi verticale devant par ailleurs présenter une bonne tenue aux séismes. Par conséquent, si les briques sont réalisées de préférence en béton lourd, présentant une densité supérieure à celle du béton ordinaire, d'autres matériaux tels que le béton ordinaire ou les terres réfractaires peuvent également être utilisés.Such a demountable partition is designed mainly to be placed in a wall of a room containing radioactive materials. However, it can also be used outside the nuclear industry, in all cases where an opening must be able to be made relatively easily in a wall or a vertical wall which must moreover have good resistance to earthquakes. Therefore, if the bricks are preferably made of heavy concrete, having a density higher than that of ordinary concrete, other materials such as ordinary concrete or refractory earth can also be used.

De préférence, les rangées de briques sont décalées verticalement d'une couche à l'autre, pour éviter les fuites par rayonnements au droit des joints.Preferably, the rows of bricks are offset vertically from one layer to another, to avoid leakage by radiation at the joints.

Le briques de deux rangées adjacentes d'une même couche peuvent aussi être décalées horizontalement selon une direction parallèle à ladite cloison, de façon à accroître la cohésion de cette dernière.The bricks of two adjacent rows of the same layer can also be offset horizontally in a direction parallel to said partition, so as to increase the cohesion of the latter.

Dans un mode de réalisation préféré de l'invention, chacune des briques à section horizontale en forme de parallélogramme présente une clé sur une face d'extrémité et un évidement de forme complémentaire à ladite clé sur une face d'extrémité opposée, chacune des briques à section horizontale en forme de trapèze isocèle présentant sur des faces d'extrémité correspondant aux côtés du trapèze des évidements de forme identique à celle de l'évidement formé sur les briques à section horizontale en forme de parallélogramme, de sorte que, dans chacune desdites rangées, chaque clé est reçue dans un évidement de la brique adjacente.In a preferred embodiment of the invention, each of the bricks with a horizontal section in the shape of a parallelogram has a key on one end face and a recess of complementary shape to said key on an opposite end face, each of the bricks with horizontal section in the shape of an isosceles trapezoid having on end faces corresponding to the sides of the trapezoid recesses of identical shape to that of the recess formed on bricks with horizontal section in the shape of a parallelogram, so that in each cune of said rows, each key is received in a recess of the adjacent brick.

Lorsque la largeur de l'ouverture dans laquelle se trouve la cloison démontable selon l'invention est trop importante, chaque rangée de briques comprend deux séries de briques et une brique d'appui intermédiaire interposée entre lesdites séries et présentant une section horizontale en forme de trapèze isocèle, les briques d'appui intermédiaires étant orientées en sens inverse par rapport aux briques centrales de verrouillage de la même couche, un profilé de maintien vertical étant fixé à la paroi de façon à être en appui contre la grande base du trapèze formé en section par chacune des briques d'appui dont cette grande base est placée sur une face externe de la cloison.When the width of the opening in which the demountable partition is located according to the invention is too large, each row of bricks comprises two series of bricks and an intermediate support brick interposed between said series and having a horizontal section in the form of isosceles trapezium, the intermediate support bricks being oriented in opposite directions with respect to the central locking bricks of the same layer, a vertical retaining profile being fixed to the wall so as to be pressed against the large base of the trapezium formed in section by each of the supporting bricks, this large base of which is placed on an external face of the partition.

Les briques d'appui sont alors identiques aux briques centrales de verrouillage. Il est souhaitable que la cloison comporte des pièces de verrouillage aptes à remplir simultanément les évidements formés sur les faces d'extrémité des briques d'appui et sur les faces d'extrémité adjacentes des briques à section horizontale en forme de parallélogramme.The support bricks are then identical to the central locking bricks. It is desirable for the partition to include locking pieces capable of simultaneously filling the recesses formed on the end faces of the support bricks and on the adjacent end faces of the bricks of horizontal section in the shape of a parallelogram.

Lors du montage, un cadre de mortier est coulé entre les briques placées à la périphérie de la cloison et l'ouverture formée dans la paroi.During assembly, a mortar frame is poured between the bricks placed on the periphery of the partition and the opening formed in the wall.

Pour faciliter le démontage de la cloison, le mortier peut être remplacé par un bourrage de filasse de plomb entre la rangée supérieure de briques et la partie supérieure de l'ouverture formée dans la paroi.To facilitate the dismantling of the partition, the mortar can be replaced by a packing of lead tow between the upper row of bricks and the upper part of the opening formed in the wall.

On décrira maintenant, à titre d'exemple non limitatif, différents modes de réalisation de l'invention en se référant aux dessins annexés dans lesquels :

  • - la figure 1 est une vue en coupe horizontale illustrant un premier mode de réalisation de la cloison démontable selon l'invention, dans lequel la cloison comprend deux couches de briques juxtaposées,
  • - la figure 2 est une vue en élévation, depuis l'intérieur de la salle, illustrant une variante du mode de réalisation de la figure 1,
  • - la figure 3 est une vue en coupe verticale selon la ligne III-III de la figure 2,
  • - la figure 4 est une vue en coupe horizontale analogue à la figure 1 illustrant un deuxième mode de réalisation de l'invention dans lequel la cloison démontable comprend trois couches de briques juxtaposées, et
  • - la figure 5 est une vue en coupe horizontale analogue aux figures 1 et 3, illustrant un autre mode de réalisation de l'invention, dans lequel la cloison démontable est située dans une ouverture de plus grande largeur et comprend un appui vertical intermédiaire.
Various embodiments of the invention will now be described, by way of non-limiting example, with reference to the appended drawings in which:
  • FIG. 1 is a horizontal section view illustrating a first embodiment of the removable partition according to the invention, in which the partition comprises two layers of juxtaposed bricks,
  • FIG. 2 is an elevation view, from inside the room, illustrating a variant of the embodiment of FIG. 1,
  • FIG. 3 is a view in vertical section along the line III-III of FIG. 2,
  • FIG. 4 is a horizontal sectional view similar to FIG. 1 illustrating a second embodiment of the invention in which the removable partition comprises three layers of juxtaposed bricks, and
  • - Figure 5 is a horizontal sectional view similar to Figures 1 and 3, illustrating another embodiment of the invention, in which the removable partition is located in an opening of greater width and comprises an intermediate vertical support.

La figure 1 représente une partie d'une paroi ou d'un mur 10, approximativement vertical, par exemple en béton armé, dans laquelle est ménagée une ouverture 12, de forme généralement rectangulaire.Figure 1 shows a portion of a wall or wall 10, approximately vertical, for example of reinforced concrete, in which is formed an opening 12, of generally rectangular shape.

La verticalité de la paroi 10 n'est pas nécessairement rigoureuse. En effet, on comprendra aisément que l'invention s'applique également au cas de parois présentant une légère inclinaison par rapport à la verticale.The verticality of the wall 10 is not necessarily rigorous. Indeed, it will be readily understood that the invention also applies to the case of walls having a slight inclination relative to the vertical.

Par ailleurs, la forme de l'ouverture 12 n'est pas impérativement rectangulaire, même si ce sont généralement des ouvertures de cette forme qui sont réalisées dans la pratique.Furthermore, the shape of the opening 12 is not necessarily rectangular, even if it is generally openings of this shape that are produced in practice.

Conformément à l'invention, l'ouverture 12 formée dans la paroi 10 est obturée par une cloison démontable 14 conçue de façon à résister aux séismes. De plus, quand la paroi 10 délimite une salle 11 contenant des matières radioactives, la cloison 14 est conçue de façon à assurer la protection contre le rayonnement émis par les matières radioactives qui se trouvent à l'intérieur de cette salle.According to the invention, the opening 12 formed in the wall 10 is closed by a removable partition 14 designed to resist earthquakes. In addition, when the wall 10 delimits a room 11 containing radioactive materials, the partition 14 is designed so as to provide protection against the radiation emitted by the radioactive materials which are inside this room.

Sur la figure 1, ces deux objectifs sont atteints au moyen d'un empilement jointif et à sec, c'est-à-dire sans mortier, de briques de béton 16 et 18 disposées dans ce cas sous la forme de deux couches juxtaposées. L'épaisseur de chacune de ces couches est, par exemple, de 20 cm ou de 30 cm. Chaque couche est formée de plusieurs rangées horizontales de briques 16 et 18 présentant toutes en section horizontale les formes illustrées par la figure 1.In FIG. 1, these two objectives are achieved by means of an adjoining and dry stack, that is to say without mortar, of concrete bricks 16 and 18 arranged in this case in the form of two juxtaposed layers. The thickness of each of these layers is, for example, 20 cm or 30 cm. Each layer is formed by several horizontal rows of bricks 16 and 18 all having in horizontal section the shapes illustrated in FIG. 1.

Les briques 16 et 18 sont toutes de forme parallélépipédique et présentent des faces inférieures et supérieures planes et horizontales, leur hauteur étant, par exemple de 10 cm.The bricks 16 and 18 are all of parallelepiped shape and have flat and horizontal lower and upper faces, their height being, for example 10 cm.

Comme l'illustre la figure 1, chacune des rangées comporte une série de briques formée d'une brique centrale de verrouillage 18, présentant en section horizontale la forme d'un trapèze isocèle, et de briques 16 présentant en section horizontale la forme de parallélogrammes, ces briques 16 étant disposées en nombre égal et en sens inverse, de part et d'autre de la brique centrale 18.As illustrated in FIG. 1, each of the rows comprises a series of bricks formed by a central locking brick 18, having in horizontal section the shape of an isosceles trapezoid, and bricks 16 having in horizontal section the shape of parallelograms , these bricks 16 being arranged in equal number and in opposite directions, on either side of the central brick 18.

Si on appelle faces d'extrémités les faces adjacentes des briques 16 et 18 d'une même rangée, les faces d'extrémité 18a des briques 18 correspondent aux cotés des trapèzes formés en section horizontale par ces briques 18. Les faces d'extrémité des briques 16 sont désignées par la référence 16a. La longueur des briques 16 est, par exemple de 30 cm, la longueur des briques 18 pouvant être de 15 cm et de 25 cm, selon qu'on les regarde du côté de la petite base ou du côté de la grande base du trapèze qu'elles forment en section horizontale.If the end faces are the adjacent faces of the bricks 16 and 18 of the same row, the end faces 18a of the bricks 18 correspond to the sides of the trapezoids formed in horizontal section by these bricks 18. The end faces of the bricks 16 are designated by the reference 16a. The length of the bricks 16 is, for example 30 cm, the length of the bricks 18 possibly being 15 cm and 25 cm, depending on whether one looks at them from the side of the small base or from the side of the large base of the trapezoid that 'they form in horizontal section.

Les faces externes des briques 16 et 18 sont désignées respectivement par la référence 16b pour les briques 16 et par les références 18b et 18'b pour les faces des briques 18 correspondant à la petite base et à la grande base du trapèze formé en section par ces briques.The external faces of the bricks 16 and 18 are designated respectively by the reference 16b for the bricks 16 and by the references 18b and 18'b for the faces of the bricks 18 corresponding to the small base and to the large base of the trapezoid formed in section by these bricks.

De plus, les angles formés entre les faces 18a, 18b et 18'b des briques centrales de verrouillage 18 sont les mêmes que les angles formés entre les faces 16a et 16b des briques 16. En inversant le sens des briques 16 de part et d'autre de la brique.centrale 18, comme l'illustre la figure 1, les faces d'extrémité 16a et 18a des briques 16 et 18 de chaque rangée sont ainsi en appui sur les faces d'extrémité des briques adjacentes.In addition, the angles formed between the faces 18a, 18b and 18'b of the central locking bricks 18 are the same as the angles formed between the faces 16a and 16b of the bricks 16. By reversing the direction of the bricks 16 on the part and d Another of the central brick 18, as illustrated in FIG. 1, the end faces 16a and 18a of the bricks 16 and 18 of each row are thus supported on the end faces of the adjacent bricks.

Sur la figure 1, chacune des deux couches de briques est réalisée de la même manière. Toutefois, les deux couches de briques sont disposées en sens inverse, de telle sorte que les petites faces 18b des briques centrales de verrouillage 18 se trouvent sur les deux faces externes 14b et 14'b de la cloison 14.In Figure 1, each of the two layers of bricks is made in the same way. However, the two layers of bricks are arranged in opposite directions, so that the small faces 18b of the central locking bricks 18 are located on the two external faces 14b and 14'b of the partition 14.

Afin que la mise en place des briques 16 et 18 puisse se faire sans difficulté, il existe des espaces entre les surfaces intérieures des montants verticaux et horizontaux de l'ouverture 12 et les faces externes des briques 16 placées à la périphérie de la cloison 14. Dans le mode de réalisation représenté, du mortier de clavage 20 est coulé dans ces espaces pour former des lits horizontaux et des appuis verticaux sur lesquels prend appui l'empilement de briques. En variante, l'espace délimité entre les rangées supérieures de briques et le montant supérieur horizontal de l'ouverture 12, dans lequel un blocage n'est pas nécessaire, peut être rempli par un bourrage 21 en filasse de plomb (figures 2 et 3).So that the installation of the bricks 16 and 18 can be done without difficulty, there are spaces between the interior surfaces of the vertical and horizontal uprights of the opening 12 and the external faces of the bricks 16 placed at the periphery of the partition 14 In the embodiment shown, keying mortar 20 is poured into these spaces to form horizontal beds and vertical supports on which the stack of bricks is supported. As a variant, the space delimited between the upper rows of bricks and the horizontal upper upright of the opening 12, in which a blocking is not necessary, can be filled by a stuffing 21 made of lead tow (Figures 2 and 3 ).

Grâce aux appuis verticaux constitués par le mortier 20 intercalé entre les faces d'extrémité 16a des briques 16 placées aux extrémités de chaque rangée et la face intérieure de l'ouverture 12, qui est parallèle à ces faces d'extrémité, les briques 16 et 18 de chaque rangée de briques se comportent comme un arc funiculaire fictif.Thanks to the vertical supports formed by the mortar 20 interposed between the end faces 16a of the bricks 16 placed at the ends of each row and the inner face of the opening 12, which is parallel to these end faces, the bricks 16 and 18 of each row of bricks behave like a fictitious funicular arch.

De façon plus précise, les rangées de briques de l'une des couches (à gauche sur la figure 1) se comportent comme un arc funiculaire fictif lorsqu'elles sont soumises à une charge horizontale exercée perpendiculairement à la cloison dans une première direction (flèche Fi sur la figure 1). A l'inverse, les rangées de briques de la deuxième couche (à droite sur la figure 1 ) se comportent comme un arc funiculaire fictif lorsque la cloison est soumise à une charge horizontale exercée perpendiculairement à la cloison en sens opposé (flèche F2 sur la figure 1). Les arcs funiculaires fictifs correspondants sont représentés schématiquement par les parties hachurées A1 et A2 sur la figure 1.More precisely, the rows of bricks of one of the layers (on the left in FIG. 1) behave like a fictitious funicular arch when they are subjected to a horizontal load exerted perpendicularly to the partition in a first direction (arrow Fi in Figure 1). Conversely, the rows of bricks of the second layer (on the right in FIG. 1) behave like a fictitious funicular arc when the partition is subjected to a horizontal load exerted perpendicular to the partition in the opposite direction (arrow F 2 on Figure 1). The corresponding fictitious funicular arches are represented diagrammatically by the hatched parts A 1 and A 2 in FIG.

De cette manière, aucune ossature de maintien de la cloison démontable n'est nécessaire.In this way, no framework for holding the removable partition is necessary.

Comme l'illustre également la figure 1, l'une des faces d'extrémité 16a de chacune des briques 16 présente de préférence une clé 26 constituée par une partie en saillie s'étendant verticalement sur toute la hauteur de la brique et présentant une forme sensiblement trapézoïdale en section horizontale.As also illustrated in FIG. 1, one of the end faces 16a of each of the bricks 16 preferably has a key 26 constituted by a projecting part extending vertically over the entire height of the brick and having a shape substantially trapezoidal in horizontal section.

L'autre face d'extrémité 16a de chacune des briques 16, ainsi que les deux faces d'extrémité 18a des briques 18 présentent des évidements 28 qui s'étendent également sur toute la hauteur de ces briques et présentent une section horizontale trapézoïdale. Ces évidements 28 sont de forme complémentaire de celle des clés 26, de telle sorte que ces dernières viennent se loger dans les évidements des briques 16 ou 18 adjacentes de la rangée correspondante, comme l'illustre la figure 1.The other end face 16a of each of the bricks 16, as well as the two end faces 18a of the bricks 18 have recesses 28 which also extend over the entire height of these bricks and have a horizontal trapezoidal section. These recesses 28 have a shape complementary to that of the keys 26, so that the latter are housed in the recesses of the adjacent bricks 16 or 18 of the corresponding row, as illustrated in FIG. 1.

Il est à noter que les clés 26 sont reçues dans les évidements 28 avec un certain jeu. Elles ne participent donc pas à la transmission des efforts entre les briques lorsqu'une force est appliquée selon la flèche Fi ou la flèche F2 comme on l'a décrit précédemment.It should be noted that the keys 26 are received in the recesses 28 with a certain clearance. They therefore do not participate in the transmission of the forces between the bricks when a force is applied according to the arrow Fi or the arrow F 2 as is the case. described previously.

Les figures 2 et 3 illustrent une variante du mode de réalisation de la figure 1.Figures 2 and 3 illustrate a variant of the embodiment of Figure 1.

Sur la figure 2, on voit que les briques 16 et 18 constituant chacune des couches sont disposées en quinconce, c'est-à-dire décalées d'une rangée à l'autre afin que les joints qui les séparent ne soient pas alignés verticalement.In Figure 2, we see that the bricks 16 and 18 constituting each of the layers are staggered, that is to say offset from one row to another so that the joints that separate them are not aligned vertically .

Cette disposition a pour conséquence que certaines des briques parallélépipédiques, désignées par la référence 16' sur la figure 2 et placées alternativement à chacune des extrémités des rangées de briques, présentent une longueur moindre par rapport aux autres briques parallélépipédiques 16. La longueur de ces briques 16' est, par exemple, de 10 cm.This arrangement has the consequence that some of the parallelepiped bricks, designated by the reference 16 ' in FIG. 2 and placed alternately at each end of the rows of bricks, have a shorter length compared to the other parallelepipedic bricks 16. The length of these bricks 16 'is, for example, 10 cm.

De façon-analogue, on voit sur la figure 3 que les rangées de briques 16 et 18 formant les deux couches de la cloison 14 sont décalées verticalement, de telle sorte que les plans de joints horizontaux entre ces rangées ne soient pas alignés d'une couche à l'autre. Ce décalage vertical peut être, par exemple, d'une demi-hauteur de brique, c'est-à-dire d'environ 5 cm si la hauteur des briques est d'environ 10 cm.Similarly, it can be seen in FIG. 3 that the rows of bricks 16 and 18 forming the two layers of the partition 14 are offset vertically, so that the planes of horizontal joints between these rows are not aligned in one layer to layer. This vertical offset can be, for example, half a brick height, that is to say about 5 cm if the height of the bricks is about 10 cm.

Cette dernière caractéristique est particulièrement intéressante dans l'application de l'invention à la réalisation d'une cloison démontable obturant la paroi d'une salle contenant des matières radioactives. En effet, elle permet d'assurer une protection efficace contre le rayonnement émis par ces matières.This last characteristic is particularly advantageous in the application of the invention to the production of a removable partition closing off the wall of a room containing radioactive materials. In fact, it provides effective protection against the radiation emitted by these materials.

La figure 4, illustre un autre mode de réalisation de l'invention comparable à celui qui a été décrit précédemment en se référant à la figure 1. Dans ce mode de réalisation, la cloison démontable 14 se compose de trois couches de briques juxtaposées, chacune de ces couches étant formée de rangées horizontales superposées.FIG. 4 illustrates another embodiment of the invention comparable to that which has been described previously with reference to FIG. 1. In this embodiment, the removable partition 14 is made up of three layers of juxtaposed bricks, each of these layers being formed of overlapping horizontal rows.

Dans ce cas, les deux couches formant les faces extérieures 14b et 14'b de la cloison démontable 14 sont réalisées de manière analogue à celles des deux couches formant la cloison décrite en se référant à la figure 1 (compte tenu éventuellement des variantes des figures 2 et 3). En ce qui concerne la couche intermédiaire entre les deux couches extrêmes, elle est réalisée de manière analogue à chacune des deux autres couches, et orientée dans le même sens que l'une d'entre elles (la couche de droite sur la figure 4).In this case, the two layers forming the outer faces 14b and 14'b of the removable partition 14 are produced in a similar manner to those of the two layers forming the partition described with reference to FIG. 1 (possibly taking into account the variants of the figures 2 and 3). As for the intermediate layer between the two extreme layers, it is produced in a manner analogous to each of the other two layers, and oriented in the same direction as one of them (the right layer in FIG. 4) .

Les briques 16, 18 et éventuellement 16' constituant la cloison 14 de la figure 4 sont identiques à celles qui ont été décrites précédemment.The bricks 16, 18 and possibly 16 'constituting the partition 14 of FIG. 4 are identical to those which have been described previously.

Comme le montre clairement la figure 4, la présence d'un plus grand nombre de couches de briques juxtaposées (trois dans ce cas) permet de réaliser des cloisons 14 plus épaisses. De plus, on crée ainsi d'une couche à l'autre des discontinuités entre les joints formés entre les faces d'extrémité 16a et 18a des briques d'une même rangée. Dans le cas où la cloison 14 obture une ouverture 12 formée dans une paroi 10 d'une salle contenant des matières radioactives, on améliore ainsi encore la protection contre le rayonnement.As clearly shown in FIG. 4, the presence of a greater number of juxtaposed brick layers (three in this case) makes it possible to produce thicker partitions 14. In addition, discontinuities are thus created between the layers between the joints formed between the end faces 16a and 18a of the bricks of the same row. In the case where the partition 14 closes an opening 12 formed in a wall 10 of a room containing radioactive materials, this further improves the protection against radiation.

Bien entendu, cette protection est également assurée comme on l'a décrit en se référant à la figure 3 en décalant verticalement d'une couche à l'autre les joints horizontaux formés entre deux rangées adjacentes d'une même couche.Of course, this protection is also provided as described with reference to FIG. 3 by vertically shifting from one layer to the other the horizontal joints formed between two adjacent rows of the same layer.

Enfin, la figure 5 illustre un autre mode de réalisation de l'invention dans lequel l'ouverture 12 à obturer par la cloison démontable 14 selon l'invention présente une largeur telle que la résistance mécanique des appuis verticaux auxquels est transmis l'effort en cas de séisme ne peut être assurée sans l'adjonction d'un appui vertical intermédiaire.Finally, Figure 5 illustrates another embodiment. tion of the invention in which the opening 12 to be closed by the removable partition 14 according to the invention has a width such that the mechanical strength of the vertical supports to which the force is transmitted in the event of an earthquake cannot be ensured without the addition of an intermediate vertical support.

En pratique, la largeur maximum entre appuis est choisie de telle sorte que la contrainte de compression du béton des arcs fictifs tels que A1 et A2 sur la figure 1 reste inférieure à une contrainte limite. Cette contrainte limite est déterminée à partir de la limite de compression du béton. Dans les différents modes de réalisation décrits, dans lesquels les appuis verticaux comprennent le mortier de clavage 20 qui est non armé, non vibré et mis en place difficilement, on applique à la limite de compression du béton un coefficient de sécurité additionnel. La largeur maximum ainsi calculée est, par exemple, d'environ 4 mètres.In practice, the maximum width between supports is chosen so that the compression stress of the concrete of the fictitious arcs such as A 1 and A 2 in FIG. 1 remains less than a limit stress. This limiting stress is determined from the compression limit of the concrete. In the various embodiments described, in which the vertical supports include the keying mortar 20 which is unreinforced, not vibrated and difficult to put in place, an additional safety factor is applied to the compression limit of the concrete. The maximum width thus calculated is, for example, about 4 meters.

Lorsque la largeur de l'ouverture 12 dépasse cette largeur maximum, il est nécessaire de prévoir au moins un appui vertical intermédiaire. Cette situation est représentée à titre d'exemple sur la figure 5 dans le cas d'une cloison démontable 14 comprenant deux couches de briques formées chacune d'un certain nombre de rangées de briques 16, 16' et 18 superposées.When the width of the opening 12 exceeds this maximum width, it is necessary to provide at least one intermediate vertical support. This situation is shown by way of example in FIG. 5 in the case of a demountable partition 14 comprising two layers of bricks each formed by a certain number of superimposed rows of bricks 16, 16 'and 18.

Dans ce cas, chaque rangée de briques est formée de deux séries identiques de briques 16 et 18 placées bout à bout, de façon à obturer toute la largeur de l'ouverture 12. Chacune des deux séries de briques d'une même rangée est réalisée de manière identique aux rangées de briques constituant les cloisons qui ont été décrites précédemment en se référant aux figures 1 à 4.In this case, each row of bricks is formed of two identical series of bricks 16 and 18 placed end to end, so as to close off the entire width of the opening 12. Each of the two sets of bricks of the same row is produced in an identical manner to the rows of bricks constituting the partitions which have been described previously with reference to FIGS. 1 to 4.

De façon plus précise, les deux séries de briques d'une même rangée sont orientées dans le même sens et séparées par une brique d'appui intermédiaire 18' placée entre les briques 16 d'extrémité adjacentes des deux séries. Ces briques d'appui 18' sont des briques présentant en section horizontale la forme d'un trapèze isocèle. Elles sont de préférence identiques aux briques 18.More precisely, the two series of bricks in the same row are oriented in the same direction and separated by an intermediate support brick 18 'placed between the adjacent end bricks 16 of the two series. These support bricks 18 'are bricks having in horizontal section the shape of an isosceles trapezoid. They are preferably identical to bricks 18.

Compte tenu de l'orientation des faces d'extrémité adjacentes des briques 16 entre lesquelles viennent se placer les briques d'appui 18', la face 18'b de celles-ci se trouve sur la face externe 14b ou 14'b de la cloison 14. En conséquence, il est nécessaire de prévoir des appuis pour transmettre à la paroi 10 les efforts encaissés par les briques 18' en cas de séisme.Given the orientation of the adjacent end faces of the bricks 16 between which the support bricks 18 'are placed, the face 18'b of these is located on the external face 14b or 14'b of the partition 14. Consequently, it is necessary to provide supports for transmitting to the wall 10 the forces collected by the bricks 18 'in the event of an earthquake.

Comme l'illustre la figure 5, ces appuis sont de préférence constitués par des profilés verticaux 30 présentant par exemple une section en forme de I, placés de façon à pouvoir supporter un effort exercé perpendiculairement à la cloison respectivement dans le sens de la flèche Fi ou de la flèche F2. Les profilés 30 sont scellés en haut et en bas de la paroi de béton 10 et ils sont en contact avec les faces 18'b des briques 18'.As illustrated in FIG. 5, these supports are preferably constituted by vertical profiles 30 having for example an I-shaped section, placed so as to be able to withstand a force exerted perpendicular to the partition respectively in the direction of the arrow Fi or arrow F 2 . The sections 30 are sealed at the top and bottom of the concrete wall 10 and they are in contact with the faces 18'b of the bricks 18 '.

De cette manière, lorsqu'un effort est exercé perpendiculairement dans le sens des flèches F1 ou F2 sur la figure 5, l'une ou l'autre des couches de briques formant la cloison 14 se comporte rangée par rangée comme deux arcs funiculaires fictifs transmettant l'effort auquel ils sont soumis pour moitié aux bords internes verticaux de l'ouverture 12, par l'intermédiaire du béton de clavage 20, et pour moitié au profilé 24, par l'intermédiaire des briques d'appui 18'.In this way, when a force is exerted perpendicularly in the direction of the arrows F 1 or F 2 in FIG. 5, one or the other of the layers of bricks forming the partition 14 behaves row by row like two funicular arcs fictitious transmitting the force to which they are subjected for half to the vertical internal edges of the opening 12, via the concrete of keying 20, and for half to the profile 24, via the support bricks 18 ′.

Comme on le voit sur la figure 5, lorsque les briques d'appui 18' sont identiques aux briques intermédiaires 18, les évidements 28 formés sur les faces d'extrémité de ces briques 18' sont en face d'évidements 28 correspondants formés sur les faces d'extrémité adjacentes des briques 16. Il est alors souhaitable de placer dans les évidements en vis-à-vis des briques 16 et 18' des pièces de verrouillage 32 remplissant simultanément les deux évidements en vis-à-vis.As can be seen in FIG. 5, when the support bricks 18 'are identical to the intermediate bricks 18, the recesses 28 formed on the end faces of these bricks 18' are opposite corresponding recesses 28 formed on the adjacent end faces of the bricks 16. It is then desirable to place in the recesses facing the bricks 16 and 18 ′ locking pieces 32 simultaneously filling the two recesses facing each other.

- Il est noter que les profilés de maintien 30 sont très espacés et que leur coût est très inférieur à celui de l'ossature de maintien nécessaire selon la technique antérieure.- It should be noted that the retaining sections 30 are widely spaced and that their cost is much lower than that of the retaining framework required according to the prior art.

Bien entendu, l'invention n'est pas limitée aux modes de réalisation qui viennent d'être décrits à titre d'exemple, mais en couvre toutes les variantes dans le cadre des revendications.Of course, the invention is not limited to the embodiments which have just been described by way of example, but covers all variants thereof within the scope of the claims.

En particulier, les modes de réalisation décrits peuvent être combinés entre eux, l'utilisation d'appuis verticaux intermédiaires décrits en se référant à la figure 4 pouvant s'appliquer aussi bien à une cloison formée de deux couches de briques qu'à une cloison formée de trois couches de briques.In particular, the embodiments described can be combined with one another, the use of intermediate vertical supports described with reference to FIG. 4 being able to apply as well to a partition formed of two layers of bricks as to a partition formed of three layers of bricks.

Par ailleurs, les clés formées sur les briques dans les modes de réalisation décrits n'ont qu'un rôle de sécurité et peuvent le cas échéant être supprimées.Furthermore, the keys formed on the bricks in the embodiments described have only a security role and can if necessary be deleted.

De plus, si l'invention est particulièrement adaptée au cas de cloisons démontables prévues pour obturer des ouvertures formées dans des parois de salles contenant des matières radioactives, elle peut aussi être utilisée hors de l'industrie nucléaire.In addition, if the invention is particularly suited to the case of demountable partitions provided for sealing openings formed in the walls of rooms containing radioactive materials, it can also be used outside the nuclear industry.

Enfin, l'utilisation du mortier de clavage peut être évitée et remplacée par des briques complémentaires de dimensions appropriées. Le verrouillage de l'ensemble est alors assuré au moyen d'au moins une brique réalisée en plusieurs parties liées entre elles par un moyen de liaison démontable accessible de l'extérieur, tel qu'une vis.Finally, the use of keying mortar can be avoided and replaced by complementary bricks of appropriate dimensions. The locking of the assembly is then ensured by means of at least one brick produced in several parts linked together by a removable connection means accessible from the outside, such as a screw.

Claims (8)

1. Earthquake-resistant, removable partition closing an opening (12) formed in a vertical wall (12), said partition (14) comprising at least two layers of parallelepipedic briks arranged in superimposed horizontal rows, characterized in that each of said rows comprises at least one series of bricks formed by a central locking brick (18) having a cross-section in isosceles trapezium form, as well as bricks (16, 16') having a cross-section in the form of a parallelogram and arranged symmetrically on either side of the central locking brick (18), whereby all the central locking bricks of the same layer are oriented in the same direction, so that each of the series of bricks behaves like a fictitious funicular arc (Ai, A2) when the partition is subject to a horizontal force (F1, F2) exerted perpendicularly to said partition in a first direction passing from the large base towards the small base of the trapezium formed in cross-section by the central locking brick (18) of each series, the layers of bricks constituting the two outer faces (14b, 14'b) of the partition (14) being formed in such a way that the small bases of the trapeziums formed in cross-section by the central locking bricks (18) of said layers are placed on said outer faces.
2. Partition according to claim 1, characterized in that the rows of bricks are vertically displaced between individual rows.
3. Partition according to either of the claims 1 and 2, characterized in that the bricks (16, 16', 18) of two adjacent rows of a same layer are horizontally displaced parallel to said partition (14).
4. Partition according to any one of the claims 1 to 3, characterized in that each of the bricks (16, 16') with a cross-section in the form of a parallelogram has a key (26) of one end face (16a) and a recess (28) with a complementary shape to said key on an opposite end face (16a), each of the central locking bricks (18) having on end faces (18a) corresponding to the sides of the trapezium of recesses (28) with an identical shape to the recess (28) formed on the bricks (16, 16') with a cross-section in the form of a parallelogram, so that in each of said rows, each key (26) is received in a recess (28) of the adjacent bricks.
5. Partition according to any one of the claims 1 to 4, characterized in that each row of bricks comprises two series of bricks (16, 16', 18) and an intermediate support brick (18') interposed between said series and having a cross-section in the form of an isosceles trapezium, the intermediate support bricks (18) being oriented in the opposite direction with respect to the central locking bricks (18) of the same layer, at least one vertical retaining section (30) being fixed to the wall (10) so as to bear against the large base of the trapezium formed in section by each of the support bricks (18'), whereof said large base is placed on an outer face (14b, 14'b) of the partition (14).
6. Partition according to claims 4 and 5, characterized in that the support bricks (18') are identical to the central locking bricks (18), said partition having locking members (32) able to simultaneously fill the recess (28) formed on the end faces of the support bricks (18') and on the adjacent end faces of the bricks (16), which are parallelogram-shaped in cross-section.
7. Partition according to any one of the claims 1 to 6, characterized in that the opening (12) formed in the wall (10) is defined by a mortar frame (20) poured on bricks (16, 16') placed on the periphery of said partition (14).
8. Partition according to claim 7, characterized in that the mortar frame (20) is replaced or completed, between the upper row of bricks (16, 16') and an upper horizontal post of the opening (12), by a packing (21) of unspun lead fibres.
EP87400667A 1986-04-01 1987-03-25 Removable and earth quake-proof partition wall Expired - Lifetime EP0241346B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8604583A FR2596444B1 (en) 1986-04-01 1986-04-01 REMOVABLE PARTITION AND RESISTANT TO EARTHQUAKES
FR8604583 1986-04-01

Publications (2)

Publication Number Publication Date
EP0241346A1 EP0241346A1 (en) 1987-10-14
EP0241346B1 true EP0241346B1 (en) 1990-08-22

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Application Number Title Priority Date Filing Date
EP87400667A Expired - Lifetime EP0241346B1 (en) 1986-04-01 1987-03-25 Removable and earth quake-proof partition wall

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US (1) US4735028A (en)
EP (1) EP0241346B1 (en)
JP (1) JPH0792517B2 (en)
DE (1) DE3764388D1 (en)
ES (1) ES2018277B3 (en)
FR (1) FR2596444B1 (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5072559A (en) * 1988-11-18 1991-12-17 Liljegren Said D Building structure having stacked wooden beam walls
US4976079A (en) * 1988-11-18 1990-12-11 Liljegren Said D Building structure having stacked wooden beam walls
US6216410B1 (en) 1999-01-11 2001-04-17 Kurt Evan Haberman Interlocking panel system
US7596922B2 (en) * 2002-10-11 2009-10-06 Englekirk Partners Consulting Structural Engineers, Inc. Structural wall coupling system
JP4649289B2 (en) * 2005-08-09 2011-03-09 大成建設株式会社 Block walls and radiation shielding walls
CN100516394C (en) * 2005-12-02 2009-07-22 卢锐 Laminated steel plate energy-dissipation shock-absorbing damp
ES2382847B1 (en) * 2010-11-19 2013-01-30 Universidad Miguel Hernández De Elche SISMORRESISTENT CONSTRUCTION ELEMENT FOR EXECUTION OF CARGO WALLS
JP2013007640A (en) * 2011-06-24 2013-01-10 Hitachi-Ge Nuclear Energy Ltd Assembly radioactive ray shield and radioactive ray shielding method by using the same
JP5716933B2 (en) * 2013-10-04 2015-05-13 第一精工株式会社 Wiring board connecting device
JP7128017B2 (en) * 2018-04-17 2022-08-30 株式会社竹中工務店 shielding wall
CN113323477B (en) * 2021-04-26 2022-09-30 中际城市建设有限公司 Assembled reinforced concrete shear force wall

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1978585A (en) * 1932-03-23 1934-10-30 Jay C Orrell Floor and roof construction
FR1232638A (en) * 1959-07-28 1960-10-11 Lemer & Co Ets Method and device for masonry reinforced with lead elements for the construction of a protective enclosure against radiation

Also Published As

Publication number Publication date
JPS62238495A (en) 1987-10-19
FR2596444A1 (en) 1987-10-02
ES2018277B3 (en) 1991-04-01
JPH0792517B2 (en) 1995-10-09
DE3764388D1 (en) 1990-09-27
FR2596444B1 (en) 1990-07-13
US4735028A (en) 1988-04-05
EP0241346A1 (en) 1987-10-14

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