EP0201385A2 - Structure for a subterranean storing box construction, and process for producing it - Google Patents

Structure for a subterranean storing box construction, and process for producing it Download PDF

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Publication number
EP0201385A2
EP0201385A2 EP86400784A EP86400784A EP0201385A2 EP 0201385 A2 EP0201385 A2 EP 0201385A2 EP 86400784 A EP86400784 A EP 86400784A EP 86400784 A EP86400784 A EP 86400784A EP 0201385 A2 EP0201385 A2 EP 0201385A2
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EP
European Patent Office
Prior art keywords
wall
compartments
lockers
main wall
vertical
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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.)
Withdrawn
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EP86400784A
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German (de)
French (fr)
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EP0201385A3 (en
Inventor
Bernard Cariteau
Jean-Pierre Legros
André Charrieras
Michel Feuvrier
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MEGA X PROTECTION
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MEGA X PROTECTION
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Application filed by MEGA X PROTECTION filed Critical MEGA X PROTECTION
Publication of EP0201385A2 publication Critical patent/EP0201385A2/en
Publication of EP0201385A3 publication Critical patent/EP0201385A3/en
Withdrawn legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007—Base structures; Cellars
    • E04B1/0015—Cellars constructed from prefabricated units

Definitions

  • the invention relates to a structure designed for the rapid realization of a buried room with storage lockers that can serve as a cellar for example.
  • a room serving as a buried warehouse which is made on site using prefabricated elements, the essential type of which is a concrete rack.
  • Each locker has a bottom wall and three side walls.
  • the racks are placed against each other, in successive beds, like bricks, to build a circular wall around a central spiral staircase.
  • the bottom wall of the lockers constitutes the same wall of the room and the lockers are located inside with respect to this wall.
  • the main object of the invention is to provide a structure for buried local storage lockers with which the lockers are spaced from each other and are each wrapped in soil on at least three of their faces, with the exception of their face with access opening open to the interior of the room.
  • a secondary object of the invention is to achieve a structure of the type defined above designed so that it can be prefabricated in the workshop, stored and transported easily and, finally, quickly installed on site in a hole dug to receive it.
  • a structure of buried premises in accordance with the invention has a wall called the main wall extending over a closed perimeter around a vertical longitudinal axis and lockers which project outwards from this main wall by having an entrance opening therein, these compartments being spaced from each other at least in planes transverse to said longitudinal axis.
  • the compartments succeed one another continuously, constituting projecting columns extending parallel to the longitudinal axis and being spaced from one another, partitions being introduced into the grooves to delimit the compartments in the vertical direction.
  • each column the compartments are spaced from one another in the longitudinal direction of the column; in this way each locker is independent of the neighboring lockers; it is completely projecting from the main wall and, when the structure is buried, each locker is surrounded by earth on all its faces except for its face which opens towards the interior of the room through the wall main.
  • the invention also relates to a method of manufacturing the structure defined above; according to this process, the structure is made flat in flexible material, it is transported flat and closed on the spot along a perimeter which is preferably circular, but not necessarily, the two edges that meet
  • the structure is produced by sections which are superimposed to obtain the desired total height of the buried room; for this purpose, it is provided along the superimposed edges which come into contact with complementary assembly means.
  • the racks have a smaller cross section at their end remote from the main wall. dimensions only near this wall; the lockers are thus given an accentuated draft which allows them to penetrate into each other when the structure is flat. This saves volume during storage and transport.
  • a structure according to the invention comprises a main wall 1 which follows, after installation on site, a determined contour, most often a circle, but not necessarily. This main wall 1 could follow an oval or elliptical contour if it is deemed desirable, around a vertical longitudinal axis 1A.
  • each rack 2 has an opening 3 in the inner face of the main wall 1. It can also be said that each rack 2 results from a localized deformation of the main wall 1 according to a desired configuration, generally parallelepiped.
  • the lockers 2 are produced on longitudinal lines of the main wall 1, parallel to the axis 1A, which shows, after installation, vertical columns 4 of lockers 2. In planes transverse to the longitudinal axis 1A, the lockers 2 of the columns 4 are separated by vertical intervals 5 which are located between the longitudinal side walls 4A, 4B respectively of these lockers 2. The latter are also limited by an end wall 4C.
  • Figure 3 shows that it is possible to provide in the vertical longitudinal side walls 4A, 4B a groove 6; this can be extended by a groove 7 in each end wall 4C; these grooves 6,7 being horizontal after installation.
  • each column 4 the compartments 2 follow one another without interval, the separation between the successive compartments 2 in the vertical direction being materialized by partition walls (not shown) introduced by sliding in the grooves 6,7.
  • each column 4 the compartments 2 are also separated by intervals 8 as shown clearly in FIG. 2.
  • Each compartment 2 is therefore completely projecting from the main wall 1.
  • the advantage that, after installation of the buried room, each locker 2 is completely buried in the ground, on five sides, the sixth side being that of the opening 3 (see Figure 3).
  • the earth or sand flows and also fills the horizontal intervals 8 between the bins 2 of columns 4.
  • the structure described above can be made of any suitable material, for example cement or reinforced concrete, directly in the desired general configuration, with a cylindrical or oval cross section, using a removable mold for example.
  • the structure is made flat in polyester reinforced with glass fibers, by molding. It is therefore easier to store and transport it.
  • Each rack 2 has undercut walls which facilitate its release.
  • each bin 2 can be stacked by inserting the lockers into each other.
  • the structure is closed on itself by bending it, which allows the flexibility of the main wall 1 in the intervals 5 of the columns 4.
  • the two extreme edges are then firmly united, that is to say after partial covering , or after assembly using two complementary tabs 9A, 9B ( Figure 1).
  • a main wall 1 having a thickness of 4 to 5 mm curves without special difficulty.
  • a structure according to the invention is preferably produced as a section of limited width and several sections are superimposed to obtain a room having the desired depth.
  • FIG. 2 there are two sections 10A, 10B superimposed in a horizontal joint plane 11.
  • the longitudinal edges intended to come into contact in this joint plane 11 are provided with complementary assembly means
  • each step 14 has a width greater than the width of the racks 2.
  • the geometric axis of the mast 12 is coincident with the vertical longitudinal axis 1A of the entire structure and the main wall 1.

Abstract

Cette structure a une paroi principale (1) à partir de laquelle les casiers (2) séparés par des intervalles (6,8) sont en saillie vers l'extérieur pour être chacun totalement entourés de terre, cette paroi (1) se réalisant à plat pour son stockage et son transport aprés quoi on l'incurve avant de la mettre en place dans un trou approprié.This structure has a main wall (1) from which the compartments (2) separated by intervals (6,8) project outwards to be each completely surrounded by earth, this wall (1) being produced at flat for storage and transport after which it is curved before placing it in a suitable hole.

Description

L'invention a pour objet une structure conçue pour la réalisation rapide d'un local enterré à casiers d'entreposage pouvant servir de cave par exemple.The invention relates to a structure designed for the rapid realization of a buried room with storage lockers that can serve as a cellar for example.

On connaît déjà, par exemple par le document EP-B2 002141, un local servant d'entrepôt enterré qui se réalisesur place à l'aide d'élémentspréfabriqués dont le type essentiel est un casier en béton. Chaque casier a une paroi de fond et trois parois latérales. Dans un trou cylindrique préalablement creusé on pose les casiers les uns contre les autres, par lits successifs, à la façon de briques, pour bâtir une paroi circulaire autour d'un escalier central en colimaçon. Dans un local enterré ainsi conçu la paroi du fond des casiers constitue la paroi même du local et les casiers sont situés à l'intérieur par rapport à cette paroi.We already know, for example from document EP-B 2 002 141, a room serving as a buried warehouse which is made on site using prefabricated elements, the essential type of which is a concrete rack. Each locker has a bottom wall and three side walls. In a cylindrical hole previously dug, the racks are placed against each other, in successive beds, like bricks, to build a circular wall around a central spiral staircase. In a buried room thus designed, the bottom wall of the lockers constitutes the same wall of the room and the lockers are located inside with respect to this wall.

Le but principal de l'invention est d'apporter une structure pour local enterré à casiers d'entreposage avec laquelle les casiers sont espacés les uns des autres et sont chacun enveloppés de terre sur trois au moins de leurs faces, à l'exception de leur face à ouverture d'accès ouverte sur l'intérieur du local.The main object of the invention is to provide a structure for buried local storage lockers with which the lockers are spaced from each other and are each wrapped in soil on at least three of their faces, with the exception of their face with access opening open to the interior of the room.

Un but secondaire de l'invention est de parvenir à une structure du type défini ci-dessus conçue de façon à pouvoir être préfabriquée en atelier, stockée et transportée facilement et, enfin, installée rapidement sur place dans un trou creusé pour la recevoir.A secondary object of the invention is to achieve a structure of the type defined above designed so that it can be prefabricated in the workshop, stored and transported easily and, finally, quickly installed on site in a hole dug to receive it.

Une structure de local enterré conforme à l'invention a une paroi appelée paroi principale s'étendant sur un périmétre fermé autour d'un axe longitudinal vertical et des casiers qui se projettent vers l'extérieur à partir de cette paroi principale en ayant une entrée s'ouvrant dans celle-ci, ces casiers étant espacés les uns des autres au moins dans des plans transversaux audit axe longitudinal.A structure of buried premises in accordance with the invention has a wall called the main wall extending over a closed perimeter around a vertical longitudinal axis and lockers which project outwards from this main wall by having an entrance opening therein, these compartments being spaced from each other at least in planes transverse to said longitudinal axis.

Selon un mode de réalisation de l'invention, il est prévu au moins dans les deux parois latérales verticales opposées limitant les casiers, des rainures permettant d'y introduire par coulissement des cloisons de séparation.According to one embodiment of the invention, there are provided at least in the two opposite vertical side walls limiting the lockers, grooves making it possible to introduce therein by sliding partition walls.

Dans une variante de réalisation les casiers se succèdent de manière continue en constituant des colonnes saillantes s'étendant parallèlement à l'axe longitudinal et étant espacées les unes des autres, des cloisons étant introduites dans les rainures pour délimiter les casiers en sens vertical.In an alternative embodiment, the compartments succeed one another continuously, constituting projecting columns extending parallel to the longitudinal axis and being spaced from one another, partitions being introduced into the grooves to delimit the compartments in the vertical direction.

Selon un mode préféré de réalisation, dans chaque colonne les casiers sont espacés les uns des autres dans le sens longitudinal de la colonne ; de cette façon chaque casier est indépendant des casiers voisins; il est totalement en saillie par rapport à la paroi principale et, quand la structure est enterrée, chaque casier est entouré de terre sur toutes ses faces à l'exception de sa face qui s'ouvre vers l'intérieur du local à travers la paroi principale.According to a preferred embodiment, in each column the compartments are spaced from one another in the longitudinal direction of the column; in this way each locker is independent of the neighboring lockers; it is completely projecting from the main wall and, when the structure is buried, each locker is surrounded by earth on all its faces except for its face which opens towards the interior of the room through the wall main.

Dans une structure enterrée, il existe au centre un mât à partir duquel s'étendent en spiralé des marches d'escalier ; celles-ci sont fixées au mât central et elles s'allongent jusqu'à venir au contact de la face intérieure de la paroi principale ; à leur extrémité libre ces marches ont une largeur supérieure à celle des casiers.In a buried structure, there is in the center a mast from which spiral staircase steps extend; these are fixed to the central mast and they lengthen until they come into contact with the inner face of the main wall; at their free end these steps have a width greater than that of the lockers.

L'invention concerne aussi un procédé de fabrication de la structure définie ci-dessus; selon ce procédé on réalise la structure à plat en matière souple, on la transporte à plat et la referme sur place le long d'un périmètre qui est circulaire de préférence, mais non nécessairement, on réunit solidement l'un à l'autre les deux bords qui se rejoignentThe invention also relates to a method of manufacturing the structure defined above; according to this process, the structure is made flat in flexible material, it is transported flat and closed on the spot along a perimeter which is preferably circular, but not necessarily, the two edges that meet

Avantageusement, on réalise la structure par tronçons que l'on superpose pour obtenir la hauteur totale désirée du local enterré ; à cet effet, il est prévu le long des bords superposés qui viennent en contact des moyens d'assemblage complémentaires.Advantageously, the structure is produced by sections which are superimposed to obtain the desired total height of the buried room; for this purpose, it is provided along the superimposed edges which come into contact with complementary assembly means.

Selon un mode de réalisation de l'invention, Les casiers ont à leur extrémité éloignée de la paroi principale une section droite plus petite en. dimensions qu'à proximité de cette paroi ; on donne ainsi aux casiers une dépouille accentuée qui permet de les faire pénétrer les uns dans les autres quand la structure est à plat. De cette façon, on économise du volume pendant le stockage et le transport.According to one embodiment of the invention, the racks have a smaller cross section at their end remote from the main wall. dimensions only near this wall; the lockers are thus given an accentuated draft which allows them to penetrate into each other when the structure is flat. This saves volume during storage and transport.

On donnera maintenant, sans intention limitative et sans exclure aucune variante une description d'un exemple préféré de réalisation. On se reportera aux dessins annexés dans lesquels :

  • -la figure 1 est une vue en coupe d'une structure réalisée à plat selon le procédé de l'invention pour la réalisation d'un local enterré à casiers conforme à l'invention,
  • - la figure 2 est une vue d'un local selon l'invention prêt à être mis en terre, une partie étant arrachée pour en montrer l'intérieur,
  • -la figure 3 est une vue en coupe par un plan diamétral de la structure de la figure 2 installée dans la terre.
A description will now be given, without limiting intention and without excluding any variant, of a preferred embodiment. Reference is made to the accompanying drawings in which:
  • FIG. 1 is a sectional view of a structure produced flat according to the method of the invention for the production of an underground room with lockers according to the invention,
  • FIG. 2 is a view of a room according to the invention ready to be buried, a part being cut away to show the interior thereof,
  • FIG 3 is a sectional view through a diametrical plane of the structure of Figure 2 installed in the ground.

Une structure conforme à l'invention comprend une paroi principale 1 qui suit, après installation sur place, un contour déterminé, le plus souvent un cercle, mais pas nécessairement. Cette paroi principale 1 pourrait suivre un contour ovale ou elliptique si on le juge souhaitable, autour d'un axe longitudinal vertical 1A.A structure according to the invention comprises a main wall 1 which follows, after installation on site, a determined contour, most often a circle, but not necessarily. This main wall 1 could follow an oval or elliptical contour if it is deemed desirable, around a vertical longitudinal axis 1A.

A partir de cette paroi principale 1 de nombreux casiers 2 se projettent en saillie ; chaque casier 2 a une ouverture 3 dans la face intérieure de la paroi principale 1. On peut dire aussi que chaque casier 2 résulte d'une déformation localisée de la paroi principale 1 selon une configuration désirée, généralement parallélépipédique.From this main wall 1, numerous lockers 2 project into projection; each rack 2 has an opening 3 in the inner face of the main wall 1. It can also be said that each rack 2 results from a localized deformation of the main wall 1 according to a desired configuration, generally parallelepiped.

Les casiers 2 sont réalisés sur des lignes longitudinales de la paroi principale 1, parallèles à l'axe 1A, ce qui fait apparaître, après installation, des colonnes verticales 4 de casiers 2. Dans des plans transversaux à l'axe longitudinal 1A, les casiers 2 des colonnes 4 sont séparés par des intervalles verticaux 5 qui se trouvent entre les parois latérales longitudinales respectivement 4A, 4B de ces casiers 2. Ces derniers sont limités aussi par une paroi extrême 4C.The lockers 2 are produced on longitudinal lines of the main wall 1, parallel to the axis 1A, which shows, after installation, vertical columns 4 of lockers 2. In planes transverse to the longitudinal axis 1A, the lockers 2 of the columns 4 are separated by vertical intervals 5 which are located between the longitudinal side walls 4A, 4B respectively of these lockers 2. The latter are also limited by an end wall 4C.

La figure 3 montre qu'il est possible de prévoir dans les parois latérales longitudinales verticales 4A, 4B une rainure 6 ; celle-ci peut être prolongée par une rainure 7 dans chaque paroi extrême 4C ; ces rainures 6,7 étant horizontales après installation.Figure 3 shows that it is possible to provide in the vertical longitudinal side walls 4A, 4B a groove 6; this can be extended by a groove 7 in each end wall 4C; these grooves 6,7 being horizontal after installation.

On pourrait concevoir que dans chaque colonne 4, les casiers 2 se succèdent sans intervalle, la séparation entre les casiers 2 successifs en sens vertical étant matérialisée par des cloisons de séparation (non représentées) introduites par coulissement dans les rainures 6,7.It could be conceived that in each column 4, the compartments 2 follow one another without interval, the separation between the successive compartments 2 in the vertical direction being materialized by partition walls (not shown) introduced by sliding in the grooves 6,7.

Il est préférable, cependant, que dans chaque colonne 4 les casiers 2 soient séparés aussi par des intervalles 8 comme le montre bien la figure 2. Chaque casier 2 est donc totalement en saillie par rapport à la paroi principale 1. On obtient ainsi, au maximum, l'avantage que, après installation du local enterré, chaque casier 2 est totalement enfoui dans la terre, sur cinq faces, la sixième face étant celle de l'ouverture 3 (voir la figure 3). L'expérience montre que lorsqu'on remplit de terre fine ou de sable les intervalles verticaux 5 entre les colonnes 4 de casiers 2, la terre ou le sable coule et remplit aussi les intervalles horizontaux 8 entre les casiers 2 des colonnes 4.It is preferable, however, that in each column 4 the compartments 2 are also separated by intervals 8 as shown clearly in FIG. 2. Each compartment 2 is therefore completely projecting from the main wall 1. Thus, at maximum, the advantage that, after installation of the buried room, each locker 2 is completely buried in the ground, on five sides, the sixth side being that of the opening 3 (see Figure 3). Experience shows that when filling with fine earth or sand the vertical intervals 5 between the columns 4 of bins 2, the earth or sand flows and also fills the horizontal intervals 8 between the bins 2 of columns 4.

La structure décrite ci-dessus peut être réalisée en tout matériau approprié, par exemple en ciment ou en béton armé, directement à la configuration générale désirée, à section droite cylindrique ou ovale, à l'aide d'un moule démontable par exemple.The structure described above can be made of any suitable material, for example cement or reinforced concrete, directly in the desired general configuration, with a cylindrical or oval cross section, using a removable mold for example.

Il est avantageux, selon l'invention, de réaliser la structure en matière résistante mais souple et de la fabriquer à plat avec tous les casiers en saillie sur une même face principale, comme le montre la figure 1. En partant d'une feuille destinée à constituer la paroi principale 1, on peut y faire apparaître les casiers 2 par emboutissage ou par formage par exemple, s'il s'agissait d'une tôle en matière non corrodable.It is advantageous, according to the invention, to produce the structure of resistant but flexible material and to manufacture it flat with all the compartments projecting on the same main face, as shown in FIG. 1. Starting from a sheet intended to constitute the main wall 1, it is possible to make the compartments 2 appear there by stamping or by forming for example, if it was a sheet of non-corrodible material.

Avantageusement encore, la structure est réalisée à plat en polyester armé de fibres de verre, par moulage. Il est donc plus facile de la stocker et de la transporter. Chaque casier 2 a des parois en dépouille qui facilitent son démoulage.Advantageously also, the structure is made flat in polyester reinforced with glass fibers, by molding. It is therefore easier to store and transport it. Each rack 2 has undercut walls which facilitate its release.

Il est souvent préférable d'accentuer cette dépouille et de donner à chaque casier 2 une section droite qui diminue à mesure que l'on se rapproche de sa face extrême 4C, ainsi qu'on l'a indiqué en trait mixte pour un casier seulement, sur la figure 1. Ainsi, après avoir fabriqué à plat plusieurs structures, on peut les empiler en introduisant les casiers les uns dans les autres.It is often preferable to accentuate this draft and to give each bin 2 a cross section which decreases as we get closer to its extreme face 4C, as indicated in phantom for a bin only , in Figure 1. Thus, after fabricating several structures flat, they can be stacked by inserting the lockers into each other.

Au moment de l'utilisation on referme la structure sur elle-même en l'incurvant, ce que permet la souplesse de la paroi principale 1 dans les intervalles 5 des colonnes 4. Les deux bords extrêmes sont alors fermement réunis, soit après recouvrement partiel, soit après assemblage grâce à deux languettes complémentaires 9A, 9B (figure 1). En polyester, une paroi principale 1 ayant une épaisseur de 4 à 5 mm s'incurve sans difficulté spéciale.At the time of use, the structure is closed on itself by bending it, which allows the flexibility of the main wall 1 in the intervals 5 of the columns 4. The two extreme edges are then firmly united, that is to say after partial covering , or after assembly using two complementary tabs 9A, 9B (Figure 1). In polyester, a main wall 1 having a thickness of 4 to 5 mm curves without special difficulty.

Une structure conforme à l'invention se réalise de préférence comme un tronçon de largeur limitée et on superpose plusieurs tronçons pour obtenir un local ayant la profondeur désirée. Sur la figure 2 il existe deux tronçons 10A, 10B superposés dans un plan de joint horizontal 11. Les bords longitudinaux destinés à venir en contact dans ce plan de joint 11 sont prévus avec des moyens d'assemblage complémentairesA structure according to the invention is preferably produced as a section of limited width and several sections are superimposed to obtain a room having the desired depth. In FIG. 2 there are two sections 10A, 10B superimposed in a horizontal joint plane 11. The longitudinal edges intended to come into contact in this joint plane 11 are provided with complementary assembly means

Pour construire un local enterré, on creuse un trou de dimensions suffisantes et on en consolide le fond en y réalisant un lit de sable tassé ou de béton. Ce fond est destiné à supporter un mât central 12 en acier muni à son extrémité inférieure d'une base d'appui 13. A ce mât 12 sont fixés solidement, par exemple par soudure, des marches 14 d'escalier en colimaçon. Ces marches 14 s'étendent radialement jusqu'à venir toucher la face intérieure de la paroi principale 1. A son extrémité libre, chaque marche 14 a une largeur supérieure à la largeur des casiers 2. L'axe géométrique du mât 12 est confondu avec l'axe longitudinal vertical 1A de l'ensemble de la structure et de la paroi principale 1.To build a buried room, you dig a hole of sufficient dimensions and consolidate the bottom by making a bed of packed sand or concrete. This bottom is intended to support a central mast 12 of steel provided at its lower end with a support base 13. To this mast 12 are securely fixed, for example by welding, steps 14 of spiral staircase. These steps 14 extend radially until they touch the inner face of the main wall 1. At its free end, each step 14 has a width greater than the width of the racks 2. The geometric axis of the mast 12 is coincident with the vertical longitudinal axis 1A of the entire structure and the main wall 1.

Claims (9)

1. Structure de local enterré à paroi avec casiers s'étendant sur un périmètre fermé autour d'un axe longitudinal vertical (1A) caractérisée en ce que ladite paroi est une paroi principale (1) de la structure à partir de laquelle les casiers (2) se projettent vers l'extérieur en ayant une entrée (3) s'ouvrant dans ladite paroi, ces casiers (2) étant espacés les uns des autres par des intervalles (5) au moins dans des plans transversaux à l'axe longitudinal vertical (1A).1. Structure of a buried room with a wall with compartments extending over a closed perimeter around a vertical longitudinal axis (1A) characterized in that said wall is a main wall (1) of the structure from which the compartments ( 2) project outwards by having an entry (3) opening into said wall, these compartments (2) being spaced from one another by intervals (5) at least in planes transverse to the longitudinal axis vertical (1A). 2. Structure selon la revendication 1 caractérisée en ce que les casiers (2) se succèdent de manière continue en constituant des colonnes saillantes (4), verticales après installation, séparées par les intervalles (5), des rainures (6) étant prévues au moins dans les parois latérales opposées (4A,4B) limitant les casiers afin de recevoir des cloisons délimitant ces derniers en sens vertical.2. Structure according to claim 1 characterized in that the racks (2) succeed one another continuously by constituting protruding columns (4), vertical after installation, separated by the intervals (5), grooves (6) being provided in the less in the opposite side walls (4A, 4B) limiting the lockers in order to receive partitions delimiting the latter in a vertical direction. 3. Structure selon la revendication 1 caractérisée en ce que les casiers (2) sont alignés le long de lignes longitudinales de la paroi principale (1) en constituant des colonnes saillantes (4), verticales après installation, séparées par les intervalles (5) et dans ces colonnes (4) les casiers (2) sont séparés eux-mêmes par des intervalles (8).3. Structure according to claim 1 characterized in that the racks (2) are aligned along longitudinal lines of the main wall (1) by constituting projecting columns (4), vertical after installation, separated by the intervals (5) and in these columns (4) the compartments (2) are themselves separated by intervals (8). 4. Structure selon la revendication 3 caractérisée en ce que des rainures (6) sont prévues dans les parois latérales opposées (4A, 4B) des casiers (2), ainsi que, de préférence, une rainure (7) dans la paroi extrême (4C) de chaque casier, pour la mise en place par coulissement d'une cloison de séparation.4. Structure according to claim 3 characterized in that grooves (6) are provided in the opposite side walls (4A, 4B) of the compartments (2), as well as, preferably, a groove (7) in the end wall ( 4C) of each locker, for the installation by sliding of a partition. 5. Structure selon l'une quelconque des revendications 1 à 4, dans laquelle il existe un escalier en colimaçon ayant un mât central (12) auquel sont fixées des marches (14) caractérisée en ce que les marches (14) s'étendent jusqu'à venir en contact par une extrémité avec la face intérieure de la paroi principale (1) et elles ont à cette extrémité > une largeur supérieure à la largeur des casiers (2).5. Structure according to any one of claims 1 to 4, in which there is a spiral staircase having a central mast (12) to which steps are fixed (14) characterized in that the steps (14) extend up 'to come into contact at one end with the inner face of the main wall (1) and they have at this end> a width greater than the width of the compartments (2). 6. Procédé de fabrication d'une structure selon l'une quelconque des revendications 1 à 5 caractérisé en ce qu'on réalise la paroi principale (1) à plat avec les casiers (2) tous en saillie sur l'une de ses faces principales, on l'incurve ensuite pour lui faire suivre le périmètre désiré, et on réunit solidement ses bords extrêmes réunis.6. A method of manufacturing a structure according to any one of claims 1 to 5 characterized in that one realizes the main wall (1) flat with the racks (2) all projecting on one of its faces main, it is then curved to make it follow the desired perimeter, and its joined edges are joined together securely. 7. Procédé selon la revendication "6 caractérisé en ce qu'on réalise la paroi principale (1) avec les casiers (2) par moulage de polyester armé en ' donnant aux casiers (2) une dépouille de démoulage.7. Method according to claim "6 characterized in that the main wall (1) is made with the lockers (2) by molding of reinforced polyester by 'giving the lockers (2) a release mold. 8. Procédé selon la revendication 7 caractérisé en ce qu'on donne aux casiers une dépouille accentuée permettant de les introduire les uns dans les autres pour le stockage et le transport à plat de la structure.8. Method according to claim 7 characterized in that the lockers are given an accentuated draft allowing them to be inserted one into the other for storage and flat transport of the structure. 9. Procédé selon la revendication 6 caractérisé en ce qu'on réalise la structure en tronçons (10A, 10B) que l'on superpose et que l'on réunit solidement dans un plan de joint (11) pour constituer un local enterré.9. Method according to claim 6 characterized in that the structure is produced in sections (10A, 10B) which are superimposed and which are joined securely in a joint plane (11) to constitute a buried room.
EP86400784A 1985-04-11 1986-04-11 Structure for a subterranean storing box construction, and process for producing it Withdrawn EP0201385A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8505444A FR2580307B1 (en) 1985-04-11 1985-04-11 STRUCTURE FOR UNDERGROUND LOCATION WITH STORAGE RACKS AND METHOD FOR MANUFACTURING THE SAME
FR8505444 1985-04-11

Publications (2)

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EP0201385A2 true EP0201385A2 (en) 1986-11-12
EP0201385A3 EP0201385A3 (en) 1988-03-02

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Application Number Title Priority Date Filing Date
EP86400784A Withdrawn EP0201385A3 (en) 1985-04-11 1986-04-11 Structure for a subterranean storing box construction, and process for producing it

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US (1) US4706423A (en)
EP (1) EP0201385A3 (en)
FR (1) FR2580307B1 (en)

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FR2749334A1 (en) * 1996-06-03 1997-12-05 Doutaves Michel Sealed tank for making cellar

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US6607248B1 (en) 1999-06-23 2003-08-19 John J. Childress Low elevation coal processing plant
US6915612B2 (en) * 2002-02-11 2005-07-12 Brett Oakley Window well with increased in-ground stability
FR2849459B1 (en) * 2002-12-30 2006-11-24 Georges Harnois LOCAL BURNER
US11466461B1 (en) 2019-04-27 2022-10-11 Luis Jones Actuatable assemblies

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US4226062A (en) * 1978-07-17 1980-10-07 Doane Elbert E Molded storage receptable
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JPS58173224A (en) * 1982-03-31 1983-10-12 Hitachi Chem Co Ltd Underground structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2749334A1 (en) * 1996-06-03 1997-12-05 Doutaves Michel Sealed tank for making cellar

Also Published As

Publication number Publication date
FR2580307A1 (en) 1986-10-17
US4706423A (en) 1987-11-17
EP0201385A3 (en) 1988-03-02
FR2580307B1 (en) 1987-06-26

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