FR2601407A1 - Large enclosures under vacuum - Google Patents
Large enclosures under vacuum Download PDFInfo
- Publication number
- FR2601407A1 FR2601407A1 FR8610140A FR8610140A FR2601407A1 FR 2601407 A1 FR2601407 A1 FR 2601407A1 FR 8610140 A FR8610140 A FR 8610140A FR 8610140 A FR8610140 A FR 8610140A FR 2601407 A1 FR2601407 A1 FR 2601407A1
- Authority
- FR
- France
- Prior art keywords
- skin
- reinforced concrete
- under vacuum
- ensuring
- concrete
- 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.)
- Granted
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Classifications
-
- 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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Pressure Vessels And Lids Thereof (AREA)
Abstract
Description
La présente invention concerne un procédé de construction d'enceintes sous vide de grand volume. The present invention relates to a method of constructing large volume vacuum chambers.
Les enceintes sous vide sont généralement utilisées pour réaliser des interventions métallurgiques spéciales de haute technicité, principalement par procédé de bombardement électronique ( soudage, fusion, évaporation, etc..0). Vacuum chambers are generally used to carry out special metallurgical interventions of high technicality, mainly by electronic bombardment process (welding, fusion, evaporation, etc.).
Les éléments à traiter sont introduits à pression atmosphérique dans l'enceinte, mis en place, puis l'on procède à l'obturation de l'ouverture par une porte étanche, et on fait le vide à l'intérieur de l'enceinte. La pression atmosphérique s'exerce alors sur toute la surface de l'enceinte, et atteint, pour les grandes enceintes, des valeurs de contraintes très importantes. The elements to be treated are introduced at atmospheric pressure into the enclosure, put in place, then the opening is closed by a sealed door, and a vacuum is created inside the enclosure. The atmospheric pressure is then exerted over the entire surface of the enclosure, and reaches, for large enclosures, very high stress values.
Les enceintes sont réalisées, de façon traditionnelle, à l'aide de structures métalliques comportant plus ou moins de renforts ou nervures, assurant à la fois étanchéité et rigidité. Ces structures traditionnelles sont économiques et de fabrication aisée pour des dimensions petites ou moyennes (jusqu'à environ 3 ou 4 m. de côté ou diamètre), mais deviennent très complexes et atteignent des coûts prohibitifs pour des grandes dimensions. The enclosures are produced, in the traditional way, using metal structures comprising more or less reinforcements or ribs, ensuring both tightness and rigidity. These traditional structures are economical and easy to manufacture for small or medium dimensions (up to approximately 3 or 4 m. Of side or diameter), but become very complex and reach prohibitive costs for large dimensions.
Le procédé selon l'invention rend réalisable de façon sim-' ple,et abordable d'un point de vue économique, la fabrication d'enceintes à vide de grandes et très grandes dimensions. The method according to the invention makes it simple, and economically affordable, to manufacture large and very large vacuum chambers.
Dans le procédé selon l'invention, la structure assurant la rigidité de l'ensemble est dissociée de la structure assurant son étanchéité. En effet, la structure assurant la rigidité de l'ensemble est une structure en béton armé positionnée en partie externe de l'enceinte.La structure assurant l'étanchéité des parois est une structure mince métallique formant peau, à laquelle sont fixés par soudage, ou tout autre procédé, de multiples suspentes externes venant s'encastrer dans la structure béton armé. Quand on procède à la mise sous vide de l'enceinte, ces suspentes font office de tirants, qui transmettent les efforts de pression sur la peau à la structure béton armé. In the method according to the invention, the structure ensuring the rigidity of the assembly is dissociated from the structure ensuring its tightness. Indeed, the structure ensuring the rigidity of the assembly is a reinforced concrete structure positioned in the external part of the enclosure. The structure ensuring the sealing of the walls is a thin metallic structure forming skin, to which are fixed by welding, or any other process, multiple external lines coming to be embedded in the reinforced concrete structure. When the enclosure is evacuated, these lines act as tie rods, which transmit the pressure forces on the skin to the reinforced concrete structure.
La planche unique représente, en coupe, une enceinte sous vide selon l'invention. The single plate represents, in section, a vacuum enclosure according to the invention.
Dans un mode de réalisation, le procédé selon l'invention sert à construire une enceinte sous vide de section circulaire pour une machine å souder par bombardement électronique. In one embodiment, the method according to the invention is used to construct a vacuum enclosure of circular section for a machine for welding by electronic bombardment.
La structure assurant la rigidité de l'ensemble est une structure béton armé (1) de section circulaire dans sa face interne. La structure assurant l'étanchéité est une peau en acier (2), de section également circulaire. Des suspentes (3) sont soudées à la peau (2) et assurent la transmission des efforts,dus à la pression sur la peau, vers la structure béton armé (1); ces suspentes sont scellées au coulage dans le béton de la structure.Dans ce mode de réalisation, on a prévu un coffrage perdu (1O),de section circulaire, ménageant un espace (9) entre le béton et l'acier, dans lequel on peut faire passer un flux d'ai chaud.La procédure de construction s'établira, dan≈ce mode de réalisation, de la façon suivante:
-Fabrication et mise en place de la peau métallique maintenue en forme par un système de rigidification -provisoire intérieur ("étaiement interieur").The structure ensuring the rigidity of the assembly is a reinforced concrete structure (1) of circular section in its internal face. The sealing structure is a steel skin (2), also of circular section. Lines (3) are welded to the skin (2) and ensure the transmission of forces, due to the pressure on the skin, to the reinforced concrete structure (1); these lines are sealed when poured into the concrete of the structure. In this embodiment, a lost formwork (1O) is provided, of circular section, providing a space (9) between the concrete and the steel, in which can pass a hot air flow. The construction procedure will be established, in this embodiment, as follows:
-Manufacture and installation of the metallic skin kept in shape by a stiffening system -internal supply ("internal shoring").
-Mise en place du coffrage perdu (10) laissant passer les suspentes (3). -Positioning of the lost formwork (10) allowing the lines (3) to pass.
-Coulage, en lits successifs, du béton,-entre un coffrage extérieur (11) et le coffrage intérieur (10), après avoir mis en place les armatures. - Pouring, in successive beds, of concrete, - between an external formwork (11) and the internal formwork (10), after having put in place the reinforcements.
- Décoffrage du coffrage extérieur(ll). - Formwork of the external formwork (ll).
-Mise en place d'une isolation extérieure (12). -Installation of external insulation (12).
-Démontage de l'étaiement intérieur. -Disassembly of the interior shoring.
Les groupes de pompage (4) réservations pour groupes supplémentaires (8), portique porte-canons (6) canons à élec; trons (5), chariot de transfert des pièces (7) sont les composants classiques de la machine. Pumping groups (4) reservations for additional groups (8), gun holder gantry (6) barrels with electric; sections (5), parts transfer carriage (7) are the classic components of the machine.
Dans un mode de réalisation de l'étaiement intérieur, celui-ci sera réalisé de la façon suivante:
On définit des sections circulaires d'étaiement espacées de façon à ce que la peau soit autoporteuse entre ces sections pendant le coulage du béton. On soude des rayons métalliques (13) à la face interne de la peau selon ces sections d'étaiement, ces rayons maintiennent la forme circulaire de la section; quand le béton a fait sa prise, on décou pe les rayons (13), on ébarbe la surface intérieure de la
peau (2), et on évacue les rayons.In one embodiment of the internal shoring, this will be carried out as follows:
Circular shoring sections are defined spaced so that the skin is self-supporting between these sections during the pouring of the concrete. Metal spokes (13) are welded to the internal face of the skin according to these shoring sections, these spokes maintain the circular shape of the section; when the concrete has set, we cut out the spokes (13), we deburr the interior surface of the
skin (2), and the rays are removed.
Le procédé selon l'invention est destiné à la construction
d'enceintes sous vide. The method according to the invention is intended for construction
vacuum chambers.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8610140A FR2601407B1 (en) | 1986-07-09 | 1986-07-09 | LARGE SIZE VACUUM ENCLOSURES. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8610140A FR2601407B1 (en) | 1986-07-09 | 1986-07-09 | LARGE SIZE VACUUM ENCLOSURES. |
Publications (2)
Publication Number | Publication Date |
---|---|
FR2601407A1 true FR2601407A1 (en) | 1988-01-15 |
FR2601407B1 FR2601407B1 (en) | 1992-01-24 |
Family
ID=9337351
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR8610140A Expired - Lifetime FR2601407B1 (en) | 1986-07-09 | 1986-07-09 | LARGE SIZE VACUUM ENCLOSURES. |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2601407B1 (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3111074A (en) * | 1961-10-05 | 1963-11-19 | Jr Dwight C Kennard | Evacuation chamber |
FR1386071A (en) * | 1963-03-20 | 1965-01-15 | Siemens Ag | Fully enclosed, pressure resistant reactor safety building |
US3710857A (en) * | 1970-05-04 | 1973-01-16 | Krupp Gmbh | Pressure-retentive vessel, e.g. for pressurized-fluid nuclear reactors |
-
1986
- 1986-07-09 FR FR8610140A patent/FR2601407B1/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3111074A (en) * | 1961-10-05 | 1963-11-19 | Jr Dwight C Kennard | Evacuation chamber |
FR1386071A (en) * | 1963-03-20 | 1965-01-15 | Siemens Ag | Fully enclosed, pressure resistant reactor safety building |
US3710857A (en) * | 1970-05-04 | 1973-01-16 | Krupp Gmbh | Pressure-retentive vessel, e.g. for pressurized-fluid nuclear reactors |
Also Published As
Publication number | Publication date |
---|---|
FR2601407B1 (en) | 1992-01-24 |
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Legal Events
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ST | Notification of lapse | ||
ST | Notification of lapse | ||
ST | Notification of lapse |