EP0003938B1 - Behälter mit hohem Sicherheitsgrad - Google Patents

Behälter mit hohem Sicherheitsgrad Download PDF

Info

Publication number
EP0003938B1
EP0003938B1 EP79400127A EP79400127A EP0003938B1 EP 0003938 B1 EP0003938 B1 EP 0003938B1 EP 79400127 A EP79400127 A EP 79400127A EP 79400127 A EP79400127 A EP 79400127A EP 0003938 B1 EP0003938 B1 EP 0003938B1
Authority
EP
European Patent Office
Prior art keywords
tank
container
foundation
container according
dome
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
Application number
EP79400127A
Other languages
English (en)
French (fr)
Other versions
EP0003938A2 (de
EP0003938A3 (en
Inventor
Philippe Jean-Marie Moreau
Jacques Gérard Abel Monsterleet
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Constructions Metalliques de Provence
Campenon Bernard Cetra
Original Assignee
Constructions Metalliques de Provence
Campenon Bernard Cetra
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Constructions Metalliques de Provence, Campenon Bernard Cetra filed Critical Constructions Metalliques de Provence
Publication of EP0003938A2 publication Critical patent/EP0003938A2/de
Publication of EP0003938A3 publication Critical patent/EP0003938A3/xx
Application granted granted Critical
Publication of EP0003938B1 publication Critical patent/EP0003938B1/de
Expired legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/38—Foundations for large tanks, e.g. oil tanks
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/02—Containers for fluids or gases; Supports therefor
    • E04H7/18—Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C13/00—Details of vessels or of the filling or discharging of vessels
    • F17C13/12—Arrangements or mounting of devices for preventing or minimising the effect of explosion ; Other safety measures
    • F17C13/126—Arrangements or mounting of devices for preventing or minimising the effect of explosion ; Other safety measures for large storage containers for liquefied gas
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2203/00—Vessel construction, in particular walls or details thereof
    • F17C2203/06—Materials for walls or layers thereof; Properties or structures of walls or their materials
    • F17C2203/0634—Materials for walls or layers thereof
    • F17C2203/0678—Concrete
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2205/00—Vessel construction, in particular mounting arrangements, attachments or identifications means
    • F17C2205/01—Mounting arrangements
    • F17C2205/0153—Details of mounting arrangements
    • F17C2205/0176—Details of mounting arrangements with ventilation
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2209/00—Vessel construction, in particular methods of manufacturing
    • F17C2209/23—Manufacturing of particular parts or at special locations
    • F17C2209/232—Manufacturing of particular parts or at special locations of walls
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2221/00—Handled fluid, in particular type of fluid
    • F17C2221/03—Mixtures
    • F17C2221/032—Hydrocarbons
    • F17C2221/033—Methane, e.g. natural gas, CNG, LNG, GNL, GNC, PLNG
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2223/00—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
    • F17C2223/01—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the phase
    • F17C2223/0146—Two-phase
    • F17C2223/0153—Liquefied gas, e.g. LPG, GPL
    • F17C2223/0161—Liquefied gas, e.g. LPG, GPL cryogenic, e.g. LNG, GNL, PLNG
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2223/00—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
    • F17C2223/03—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the pressure level
    • F17C2223/033—Small pressure, e.g. for liquefied gas
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2270/00—Applications
    • F17C2270/01—Applications for fluid transport or storage
    • F17C2270/0142—Applications for fluid transport or storage placed underground
    • F17C2270/0144—Type of cavity
    • F17C2270/0147—Type of cavity by burying vessels

Definitions

  • the present invention relates to a container with a high degree of security, intended in particular for dangerous products or installations.
  • FIG. 1 shows a tank in two parts, suspended from a belt, itself resting on an external support base by means of elements allowing the expansion of said belt. However, the annular space between the tank and the external support base is empty and the bottom of the tank rests freely on the horizontal support base.
  • the side walls of the tank are poorly protected against external impact or projectile fire; on the other hand, the tank is not very stable with respect to lifting by hydrostatic thrust, especially if it is empty; finally, in the event of an earthquake, the elements through which the tank belt rests on the external support base do not appear capable of opposing overall movements of the tank, that is to say that is to say large-scale slippages from the bottom of the tank to the horizontal base.
  • LU -A - 33 496 shows in its figure 14 a double-walled container for liquids, other products or biological installations; the space between the two walls can be left empty for air circulation, or filled locally with a layer of insulation or concrete (figure 9).
  • the description of the container illustrated in Figure 14 is entirely insufficient to allow those skilled in the art. not even to realize it, but only to assess whether its structure gives it a high degree of security, especially in the event of an earthquake.
  • the object of the present invention is in particular to create a container which makes it possible to resist the various attacks mentioned above. It should also be considered that this container can not only be intended for the storage of products or materials, but also to enclose particularly dangerous or delicate installations, such as nuclear reactors or chemical reactors.
  • the container which is the subject of the invention comprises a tank which rests, by means of supports allowing expansion, on a continuous and watertight foundation, providing an aeration space under said tank, said foundation continuing with an external wall. , delimiting an annular space around the tank.
  • This container is characterized, according to the present invention, in that said annular space is lined with a filling which contributes to ensuring the stability of the container with respect to lifting by hydrostatic thrust even when the container is empty, and to protect the container against external shocks or projectile fire, and that the lower edge of the tank rests on the foundation by means of keys preventing the overall movement of the tank relative to the foundation while allowing expansion of the tank.
  • all displacements of the tank is meant its large amplitude displacements, relative to the foundation; such overall displacements can be produced for example by an earthquake and they must be clearly distinguished from the local displacements of the various elements of the walls of the tank, which are due to thermal expansion.
  • ventilation is provided in the aeration space intended in particular to maintain a determined temperature, for example in order to avoid freezing of the floors in the case of liquefied gases at low temperature, to avoid the accumulation of dangerous gases or to allow control of the sustainability of the foundation.
  • the container is preferably made of concrete, reinforced or prestressed according to the specific cases, the rates of work and the conditions of safety. It can receive very large dimensions.
  • Figure 1 is a partial schematic view in vertical section of a container according to the invention
  • Figure 2 is a partial couple view along II-II of Figure 1
  • in Figure 3 is a detail section along III-III of Figure 2
  • Figure 4 is a schematic vertical section showing the principle of ventilation of the container
  • Figure 5 is a partial vertical section of a variant having an outer wall molded into the ground
  • Figure 6 is a very partial schematic vertical section of a second variant comprising a lower support slab
  • Figure 7 is a similar view of another variant having an upper deck.
  • the container comprises a foundation constituted by a dome or bowl 1, the concavity of which faces upwards.
  • this dome is circular but the shape of its perimeter could be different.
  • the marginal portion 2 of the dome 1 is reinforced and connected to a vertical external wall 3, in the present cylindrical example, the whole is buried in the ground 4 at a depth which can be arbitrary.
  • pillars 5 distributed in concentric circles as shown in Figure 2 and intended to support a slab 6 which can be planar. Between the slab 6 and the dome 1 is formed a space 7 intended to isolate the inner tank of the container from possible infiltration of water from the groundwater 8. Water penetrations would in particular be harmful if refrigerated gases were stored in the container.
  • the slab 6 is integral with the side wall 9 of the tank, a wall which is parallel to the external wall 3, an annular space 10 being formed between the two walls.
  • this space 10 forms a visit and ventilation gallery delimited at its upper part by a ceiling 11 (FIG. 1
  • a filling 12 which can be: a pulverulent material such as sand to provide protection against external impact or projectile fire; lean concrete, especially if the container is to be grounded. In this case, a slight space must be left between the lean concrete and the exterior wall 3 to allow drainage and ventilation.
  • the dimensions of the space 10 and of its lining are chosen in such a way that the safety criteria with respect to external shocks are respected and that the stability with respect to a lifting by hydrostatic thrust is ensured even when the container is empty.
  • the internal side wall 9 continues with a dome 13 which can receive, like the space 10, a lining 14 also participating in the protection and ballasting of the structure.
  • a lining 14 also participating in the protection and ballasting of the structure.
  • the external wall 3 stops at a level higher than that of the fallout from the dome 13.
  • the products stored are at normal temperature, there is no disadvantage in securing the dome 1 and the external wall 3 with the slab 6 and the internal wall 9 but, when relatively large temperature differences are to be expected between the temperature ambient and that of the interior of the container, the cupola 1 and the external wall 3 are separated from the tank.
  • supports 15 For this purpose, it is possible to interpose, between the pillars 5 and the slab 6, supports 15, similar to those of the bridges and which allow relative movements of the parts while ensuring the transmission of significant vertical forces.
  • Such supports can be produced by means of hooped elastomers, such as neoprene.
  • Elastic supports 19, similar to the supports 15, are interposed horizontally and vertically between the tenons 18 and the mortises or slots 17.
  • the internal tank can be provided with any suitable coating.
  • the slab 6, the wall 9 and the dome 13 can be coated with waterproofing paint or plated thin sheet metal.
  • Figure 4 shows the principle of a device. ventilation or ventilation system with which the container may be fitted.
  • conduits 21 in the gallery 10 The air coming from the outside atmosphere is introduced by conduits 21 in the gallery 10 before passing into space 7 by the slots reserved between the keys 16. It is then returned to the atmosphere by conduits 23 on which fans and any desired detection devices can be arranged.
  • An access gallery for surveillance personnel is advantageously provided along the conduits 23. These conduits pass through the dome 1 by watertight passages 24. Outside the container, they are protected by concrete sheaths 25.
  • part 26 by means of sheet piles subsequently coated with concrete.
  • the container is intended to be stranded, it is possible, as shown in FIG. 6, to provide a slab 28 under the dome 1.
  • This slab 28 is linked to the dome 1 by posts 29. It allows stranding on a seat underwater.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Claims (8)

1. Behälter mit einem hohem Sicherheitsgrad, bestimmt insbesondere zu gefährlichen Stoffen oder Anlagen, mit einer Wanne (6, 9), die mittels Dehnungen ermöglichender Stützen auf einem durchgehenden, dichten Fundament (1) aufliegt, welches Fundament (1) einen Belüftungsraum (7) unter der Wanne (6, 9) begrenzt und an eine einen ringförmigen Raum (10) um die Wanne (6, 9) begrenzende Aussenwand (3) sich anschliesst, dadurch gekennzeichnet, dass der ringförmige Raum (10) mit einer Füllung (12) versehen ist, die dazu beiträgt, die Stabilität des Behälters gegenüber Aufheben desselben durch hydrostatischen Auftrieb auch bei leerem Behälter sicherzustellen, und den Behälter gegen Aussenstösse oder Projektilschiessen zu schützen, und dass der Unterrand der Wanne (6, 9) auf dem Fundament (1) mittels Schlüssel (16) aufliegt, welche die Zusammenverschiebungen der Wanne (6, 9) gegenüber dem Fundament (1) verhindern, wobei auch die Dehnung der Wanne (6, 9) damit ermöglicht wird.
2. Behälter nach Anspruch 1, dadurch gekennzeichnet, dass die Schlüssel (16) von Kerben (17) und von in den Kerben eingesetzten Zapfen (18) gebildet sind, wobei elastische Stützen (19) zwischen Zapfen (18) und Kerben (17) zwischengestellt sind.
3. Behälter nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass das Fundament von einer Kuppel (1) gebildet ist, deren Konkavität nach oben gerichtet ist, und auf welcher Kuppel (1) die Wanne (6, 9) durch Pfeiler (5) aufliegt.
4. Behälter nach einem der Ansprüche 1 bis 3, gekennzeichnet durch Belüftungsrohrleitungen (23); welche die zwischen der Wanne (6, 9), dem Fundament (1) und der Aussenwand (3) gebildeten Raüme mit der Aussenluft verbinden.
5. Behälter nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass die Wanne (6, 9) mit einer Haube (13) versehen ist, die gegebenenfalls mit einer Auskleidung (14) verkleidert ist, welche Auskleidung (14) auch dazu beiträgt, den Behälter zu schützen und zu belasten.
6. Behälter nach Anspruch 5, dadurch gekennzeichnet, dass die Haube (13) mit einer Plattform (30) bedeckt ist, die den Aufbau von verschiedenartigen Anlagen ermöglicht.
7. Behälter nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass eine Stützplatte (28) vorgesehen ist, insbesondere um den Behälter auf einer Unterwasserlage stranden lassen.
8. Behälter nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass der Unterteil (26) des Aussenwand (3) durch Formen im Boden hergestellt wird.
EP79400127A 1978-03-01 1979-02-28 Behälter mit hohem Sicherheitsgrad Expired EP0003938B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR7805850 1978-03-01
FR7805850A FR2418850A1 (fr) 1978-03-01 1978-03-01 Conteneur a haut degre de securite

Publications (3)

Publication Number Publication Date
EP0003938A2 EP0003938A2 (de) 1979-09-05
EP0003938A3 EP0003938A3 (en) 1979-10-17
EP0003938B1 true EP0003938B1 (de) 1981-04-01

Family

ID=9205207

Family Applications (1)

Application Number Title Priority Date Filing Date
EP79400127A Expired EP0003938B1 (de) 1978-03-01 1979-02-28 Behälter mit hohem Sicherheitsgrad

Country Status (7)

Country Link
US (1) US4315385A (de)
EP (1) EP0003938B1 (de)
JP (1) JPS54154823A (de)
BR (1) BR7901220A (de)
CA (1) CA1107531A (de)
DE (1) DE2960223D1 (de)
FR (1) FR2418850A1 (de)

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3026465A1 (de) * 1980-07-12 1982-02-04 Philipp Holzmann Ag, 6000 Frankfurt Stahlbetonaussenbehaelter zur bevorratung von fluessigkeiten
US4519176A (en) * 1982-06-28 1985-05-28 Earthship Enterprise, Inc. Modular method of making a building structure
FR2531801B1 (fr) * 1982-08-13 1986-08-01 Electricite De France Structure de supportage anti-sismique pour bloc pile de reacteur nucleaire du type a neutrons rapides
US4805371A (en) * 1985-05-03 1989-02-21 Level Construction Company (Proprietary) Limited Building structures
DE3521947A1 (de) * 1985-06-14 1987-01-15 Holzmann Philipp Ag Behaelter fuer deponiefaehige abfaelle
US4697395A (en) * 1986-08-22 1987-10-06 California Institute Of Technology Preuplift technique of anchoring a cylindrical liquid storage tank for lateral loading
DE3714354A1 (de) * 1987-04-29 1988-11-10 Siemens Ag Gebaeude aus betonwaenden, insbesondere fuer kerntechnische anlagen
DE3816243A1 (de) * 1988-05-11 1989-11-23 Graaff Kg Doppelwandige bodenplatte fuer grosscontainer
US5064155A (en) * 1990-02-28 1991-11-12 Convault, Inc. Tank stabilizer
FR2658851B1 (fr) * 1990-02-28 1995-03-24 Campenon Bernard Snc Abri pour matieres explosives.
FR2688818B1 (fr) * 1992-03-17 1994-06-24 Bernard Thomann Batiment antisismique.
US7014059B2 (en) * 2002-05-17 2006-03-21 Master Lite Security Products, Inc. Explosion resistant waste container
US7484339B2 (en) * 2005-09-16 2009-02-03 Fiehler Raymond H Panelized wall construction system and method for attaching to a foundation wall
WO2008137873A1 (en) * 2007-05-04 2008-11-13 Materials & Electrochemical Research Corp. Reduced-weight container and/or tube for compressed gases and liquids
CN110725596A (zh) * 2019-10-22 2020-01-24 北京粮猫科技有限公司 一种全现浇自通风双层屋盖储粮仓结构、构建方法
CN110748157B (zh) * 2019-10-31 2021-10-01 中国一冶集团有限公司 一种筒仓锥斗可拼装式组合钢模板及其施工方法

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US625258A (en) * 1899-05-16 Method of and means for constructing embedded inclosures
LU33496A1 (de) *
DE328442C (de) * 1920-10-28 Carl Brandt Aus einem aeusseren und einem inneren Behaelter bestehender Beton- oder Eisenbetonbehaelter zur Aufnahme von OEl oder aehnlichen Fluessigkeiten
FR684951A (fr) * 1929-02-19 1930-07-03 Perfectionnements aux réservoirs en ciment
FR977666A (fr) * 1942-10-06 1951-04-04 Perfectionnements apportés aux ensembles, notamment du genre des réservoirs, comportant des joints entre panneaux, tôles, etc.
NL74389C (de) * 1942-11-04
US2649059A (en) * 1944-12-19 1953-08-18 Renforcement Des Domes De Rese Hydrocarbon storage tank with strengthened roof
BE522572A (de) 1952-09-12
US3047184A (en) * 1960-01-15 1962-07-31 Shell Oil Co Storage tank
FR1279141A (fr) * 1961-02-09 1961-12-15 Récipient de sécurité pour réservoirs de liquide
FR1315221A (fr) * 1961-12-04 1963-01-18 éléments d'habitation: coque autoportante et toiture monobloc, en matière plastique stratifiée, et procédés de montage
US3499255A (en) * 1967-02-17 1970-03-10 Consolidated Kinetics Corp Apparatus for isolating vibrations
DE2054962A1 (de) * 1970-11-09 1972-05-10 Arthur Ringleb, Handelsvertretung fur Kunststoffe und verwandte Erzeugnisse, Inhaber Emma Ringleb, 3550 Marburg Anlage zur Lagerung von Sprengstoffen
JPS48102309A (de) * 1972-04-12 1973-12-22
US4015383A (en) * 1973-11-23 1977-04-05 Crowley Francis X Concrete tank of precast concrete panels with pretensioning beam means
SU525780A1 (ru) * 1974-08-26 1976-08-25 Фундамент дл сейсмостойкого здани
JPS5253522A (en) * 1975-10-29 1977-04-30 Shimizu Constr Co Ltd Underground tank for storage of low temperature liquidized gas

Also Published As

Publication number Publication date
FR2418850B1 (de) 1982-06-04
JPS54154823A (en) 1979-12-06
EP0003938A2 (de) 1979-09-05
DE2960223D1 (en) 1981-04-23
US4315385A (en) 1982-02-16
FR2418850A1 (fr) 1979-09-28
EP0003938A3 (en) 1979-10-17
BR7901220A (pt) 1979-10-02
CA1107531A (en) 1981-08-25

Similar Documents

Publication Publication Date Title
EP0003938B1 (de) Behälter mit hohem Sicherheitsgrad
FR2478260A1 (fr) Installation sous-marine de stockage au large des cotes pour des gaz liquefies fortement refroidis
LU81973A1 (fr) Unites de construction prefabriquees pour la realisation de batiments et batiments dont le gros oeuvre comprend de telles unites assemblees
FR3084645A1 (fr) Structure d'angle pour une cuve etanche et thermiquement isolante
FR3072760B1 (fr) Cuve etanche et thermiquement isolante a plusieurs zones
EP3631283B1 (de) Abgedichteter und wärmeisolierender tank
WO2018167403A1 (fr) Cuve étanche et thermiquement isolante comportant un bouchon isolant de renfort
FR3050009A1 (fr) Cuve etanche et thermiquement isolante
FR3073601B1 (fr) Dispositif d'inertage d'une cuve de stockage de gaz liquefie pour un navire de transport de ce gaz
FR2485160A1 (fr) Soubassement pour installation terrestre de stockage de gaz liquefie, et procede de construction d'une installation de stockage terrestre
WO2004059205A2 (fr) Installation de stockage d'un liquide
FR2951694A1 (fr) Systeme d'ancrage sous-marin, notamment pour une conduite sous-marine appliquee a l'exploitation de l'energie thermique des mers
EP2431240A1 (de) Transportierbare Vorrichtung zur Lagerung und Ausgabe von Kohlenwasserstoffe
EP4211387A1 (de) Bodenwand eines flüssiggasspeichertanks
FR2944577A1 (fr) Isolation, sous atmosphere d'argon, de reservoirs de gaz liquefies a double paroi
EP3699475A1 (de) Dichter und wärmeisolierter tank
JP4229235B2 (ja) 浮屋根の浮力増強構造
WO2021224071A1 (fr) Cuve étanche et thermiquement isolante comprenant des éléments de remplissage anti-convectif
EP4419829A1 (de) Abgedichteter und isolierender tank zur lagerung und/oder zum transport eines flüssiggases
FR2551793A1 (fr) Caveau etanche
FR3022937A1 (fr) Piscine demontable
WO1991012398A1 (fr) Batiment anti-sismique
FR2498294A1 (fr) Reservoir de stockage de liquides volatils
JP2020034138A (ja) 管の開口部の保護構造
FR2574443A1 (fr) Procede de realisation d'une cave etanche et cave obtenue pour la mise en oeuvre du procede

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Designated state(s): BE DE FR GB IT NL

AK Designated contracting states

Designated state(s): BE DE FR GB IT NL

17P Request for examination filed
GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): BE DE FR GB IT NL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 19810401

Ref country code: NL

Effective date: 19810401

REF Corresponds to:

Ref document number: 2960223

Country of ref document: DE

Date of ref document: 19810423

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19891215

Year of fee payment: 12

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19900223

Year of fee payment: 12

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19900228

Year of fee payment: 12

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19900313

Year of fee payment: 12

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Effective date: 19910228

Ref country code: BE

Effective date: 19910228

GBPC Gb: european patent ceased through non-payment of renewal fee
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19911031

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19911101

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT