FR2766256A1 - Base for anchoring underground domestic LPG tank - Google Patents

Base for anchoring underground domestic LPG tank Download PDF

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Publication number
FR2766256A1
FR2766256A1 FR9708948A FR9708948A FR2766256A1 FR 2766256 A1 FR2766256 A1 FR 2766256A1 FR 9708948 A FR9708948 A FR 9708948A FR 9708948 A FR9708948 A FR 9708948A FR 2766256 A1 FR2766256 A1 FR 2766256A1
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FR
France
Prior art keywords
base
tank
anchoring
secured
base according
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
Application number
FR9708948A
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French (fr)
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FR2766256B1 (en
Inventor
Roger Simonny
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.)
FinaGaz SAS
Original Assignee
TotalGaz Compagnie Francaise des Gaz Liquefies SNC
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.)
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Publication date
Application filed by TotalGaz Compagnie Francaise des Gaz Liquefies SNC filed Critical TotalGaz Compagnie Francaise des Gaz Liquefies SNC
Priority to FR9708948A priority Critical patent/FR2766256B1/en
Publication of FR2766256A1 publication Critical patent/FR2766256A1/en
Application granted granted Critical
Publication of FR2766256B1 publication Critical patent/FR2766256B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • 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
    • F17C13/08—Mounting arrangements for vessels
    • F17C13/081—Mounting arrangements for vessels for large land-based storage vessels
    • 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
    • F17C2201/00—Vessel construction, in particular geometry, arrangement or size
    • F17C2201/01—Shape
    • F17C2201/0104—Shape cylindrical
    • F17C2201/0109—Shape cylindrical with exteriorly curved end-piece
    • 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
    • F17C2201/00—Vessel construction, in particular geometry, arrangement or size
    • F17C2201/03—Orientation
    • F17C2201/035—Orientation with substantially horizontal main axis
    • 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
    • F17C2201/00—Vessel construction, in particular geometry, arrangement or size
    • F17C2201/05—Size
    • F17C2201/052—Size large (>1000 m3)
    • 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
    • F17C2205/0184—Attachments to the ground, e.g. mooring or anchoring
    • 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
    • F17C2221/035—Propane butane, e.g. LPG, GPL
    • 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

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

The base comprises a one-piece panel made from a synthetic material. Its dimensions give it an area of 1 : 0.95 to 1 : 0.7 in relation to the tank, and it has a raised edge (5) for retaining sufficient back-filled earth to counteract any lifting forces from the water table in the event of flooding. The base (1), preferably made in one piece from a synthetic material, e.g. high density polymer, is rectangular in shape. It measures, for example, 3200 mm by 1200 mm for a tank 1000 mm in diameter and 3180 mm long, and has a raised edge 150 mm deep to retain back-filled earth. Its upper surface has a number of cradles (7) to receive the tank, with slots (16) for retaining straps, and its under surface has recesses (11, 13) for lifting forks or for fastening to a transporting vehicle. POLYMER - The base is moulded, for example, from high-density polyethylene.

Description

SOCLE D'ANCRAGE POUR RESERVOIR ENFOUI DE GAZ
PROPANE LIQUEFIE DESTINE A L'ALIMENTATION EN ENERGIE
DOMESTIQUE.ANCHORING BASE FOR BURIED GAS TANK
PROPANE LIQUEFIE INTENDED FOR ENERGY SUPPLY
DOMESTICATED.

L'invention concerne un socle d'ancrage pour réservoir enfoui de gaz propane liquéfié destiné à l'alimentation en énergie domestique. The invention relates to an anchoring base for a buried liquefied propane gas tank intended for supplying domestic energy.

On connaît les réservoirs enfouis de gaz propane liquéfié pourvus de pieds d'appui au sol, l'ancrage du réservoir pour son maintien en position étant effectué au moyen de bâches, dites "ailes d'ancrage", solidarisées au réservoir latéralement, et recevant du remblai de la fosse. We know the buried liquefied propane gas tanks provided with feet for supporting the ground, the anchoring of the tank to keep it in position being carried out by means of tarpaulins, called "anchoring wings", secured to the tank laterally, and receiving from the pit embankment.

L'ancrage est assuré par la masse du remblai sur les ailes d'ancrage. Néanmoins, une telle implantation ne facilite pas la mise à niveau du réservoir en fond de fosse, en raison de l'appui par des pieds qui nécessitent un calage ponctuel.The anchoring is ensured by the mass of the embankment on the anchoring wings. However, such an installation does not facilitate the leveling of the tank at the bottom of the pit, due to the support by feet which require punctual wedging.

L'ancrage peut être également assuré par une dalle de lestage en béton reposant en fond de fosse, et à laquelle est fixé le réservoir. Un tel ancrage est relativement onéreux et de mise en oeuvre mal aisée. Anchoring can also be ensured by a concrete ballast slab resting at the bottom of the pit, and to which the tank is fixed. Such an anchoring is relatively expensive and difficult to implement.

L'invention vise à remédier à ces inconvénients et propose un socle d'ancrage pour réservoir enfoui de gaz propane liquéfié, destiné à l'alimentation en énergie domestique, le réservoir étant solidarisé au socle, caractérisé en ce qu'il comprend un plateau de dimensions en plan légèrement supérieures à celles du réservoir, ce plateau étant pourvu d'un bord périphérique orienté vers le haut et vers l'extérieur. The invention aims to remedy these drawbacks and proposes an anchoring base for a buried tank of liquefied propane gas, intended for supplying domestic energy, the tank being secured to the base, characterized in that it comprises a tray of plan dimensions slightly greater than those of the tank, this tray being provided with a peripheral edge oriented upwards and outwards.

I1 résulte de cette disposition que le socle selon l'invention forme une cuvette de rétention du remblai de fosse sus-jacent qui s'oppose à l'éventuelle poussée ascensionnelle du réservoir par l'eau en cas de remontée de celle-ci, par exemple en cas d'inondation, remontée de la nappe phréatique ou autre. A l'opposé, le positionnement du réservoir sur le socle dont la surface de plateau est importante empêche tout enfoncement en fosse du réservoir et élimine toute nécessité de calage. I1 results from this arrangement that the base according to the invention forms a retention basin for the overlying pit fill which opposes the possible upward push of the tank by the water in the event of the latter rising, by example in the event of a flood, rise in the water table or other. Conversely, the positioning of the tank on the base, the surface of which is large, prevents any depression in the tank pit and eliminates any need for stalling.

Le bord relevé vers l'extérieur du plateau retient le remblai et l'empêche de migrer par glissement hors de socle. The raised edge towards the outside of the platform retains the fill and prevents it from migrating by sliding out of the base.

Le socle est avantageusement réalisé en matière synthétique, de façon monobloc, comportant en outre des berceaux d'appui du réservoir, celui-ci étant solidarisé au socle au moyen de sangles de cerclage disposées autour du corps du réservoir et fixées au socle. The base is advantageously made of synthetic material, in a single piece, further comprising support cradles of the tank, the latter being secured to the base by means of strapping straps arranged around the body of the tank and fixed to the base.

Le socle peut comporter deux rainures inférieures de passage des fourches des chariots élévateurs, disposées transversalement, sensiblement au niveau central du socle. The base may include two lower grooves for the passage of the forks of the lift trucks, arranged transversely, substantially at the central level of the base.

Cette disposition facilite la manutention de l'ensemble réservoir et socle assemblé à la sortie de la chaîne de fabrication de cet ensemble.This arrangement facilitates the handling of the tank and base assembly assembled at the outlet of the production line of this assembly.

De même, des rainures inférieures transversales, disposées de part et d'autre des rainures de passage des fourches de chariot élévateur, peuvent être prévues pour l'engagement de l'ensemble socle et réservoir assemblé sur les rails de fixation des plateaux de transports de citernes dont sont munis certains camions de livraison de citernes. Likewise, lower transverse grooves, arranged on either side of the passage grooves of the forklift forks, can be provided for the engagement of the base and tank assembly assembled on the fixing rails of the transport platforms. tanks with which certain tank delivery trucks are fitted.

L'invention est illustrée ci-après à l'aide d'exemples de réalisation de l'invention décrits en référence aux dessins annexés, sur lesquels
La figure 1 est une vue en perspective d'un socle de réservoir selon l'invention
la figure 2 est une vue en coupe longitudinale partielle de l'ensemble socle et réservoir assemblé,
la figure 3 est une vue en coupe transversale schématique de cet ensemble positionné dans une fosse d'enfouissement
et la figure 4 est une vue schématique d'une variante de réalisation.The invention is illustrated below with the aid of exemplary embodiments of the invention described with reference to the accompanying drawings, in which
Figure 1 is a perspective view of a tank base according to the invention
FIG. 2 is a view in partial longitudinal section of the base and assembled tank assembly,
Figure 3 is a schematic cross-sectional view of this assembly positioned in a burial pit
and Figure 4 is a schematic view of an alternative embodiment.

Avec référence aux figures 1 et 2, le socle de réservoir 1 selon l'invention est constitué d'un plateau 3, essentiellement plan, pourvu d'un bord périphérique droit 5 relevé et incliné vers l'extérieur en direction du haut. With reference to FIGS. 1 and 2, the tank base 1 according to the invention consists of a plate 3, essentially planar, provided with a straight peripheral edge 5 raised and inclined towards the outside in the upward direction.

Dans le cas d'un réservoir cylindrique de diamètre 1 000 mm et de longueur 3 180 mm, couramment appelé "1 000 kg", le plateau 3 est rectangulaire de largeur 1 200 mm, et longueur 3 200 mm. Le bord 5 s'étend sur une profondeur de 150 mm. In the case of a cylindrical tank with a diameter of 1,000 mm and a length of 3,180 mm, commonly called "1,000 kg", the plate 3 is rectangular with a width of 1,200 mm and a length of 3,200 mm. The edge 5 extends to a depth of 150 mm.

Il comporte quatre berceaux 7 de support du réservoir 9 disposés transversalement et répartis sur sa longueur. It comprises four cradles 7 for supporting the reservoir 9 arranged transversely and distributed over its length.

Il comporte en outre deux rainures inférieures 11 de passage de fourches de chariot élévateur au niveau central et des rainures 13, également transversales et de section inférieure prévues pour recevoir les ailes des rails de fixation en U des réservoirs sur les plateaux des camions de livraison des réservoirs. It further comprises two lower grooves 11 for the passage of forklift forks at the central level and grooves 13, also transverse and of lower section intended to receive the wings of the U-shaped fixing rails of the tanks on the platforms of the delivery trucks of the tanks.

Il est réalisé, de façon monobloc, en matière synthétique, en P.E.H.D. (polyéthylène haute densité) par exemple. It is made, in one piece, of synthetic material, in P.E.H.D. (high density polyethylene) for example.

Dans l'application la plus courante aux réservoirs "1000 kg", l'ensemble socle 1 et réservoir 9 assemblé est illustré à la figure 2. Le réservoir 9, qui est de dimensions légèrement inférieures dans un rapport de surface d'environ 0,7 à 0,95 à celle du plateau 3, en projection verticale, de diamètre 1 000 mm et de longueur 3 180, est positionné sur les quatres berceaux 7 du socle, sensiblement avec symétrie par rapport aux plans médians transversal et longitudinal du socle. Il est fixé au socle au moyen de quatre sangles 15 serrées autour du réservoir et fixées chacune aux deux parties d'extrémité supérieures des berceaux 7 par des trous passants appropriés 16. Le socle 1 dépasse du réservoir relativement à la projection verticale d'environ 100 mm sur les côtés longitudinaux et d'environ 10 mm sur les autres côtés opposés de largeur, du socle. In the most common application to "1000 kg" tanks, the assembly of base 1 and assembled tank 9 is illustrated in FIG. 2. The tank 9, which is of slightly smaller dimensions in an area ratio of approximately 0, 7 to 0.95 to that of the plate 3, in vertical projection, with a diameter of 1,000 mm and a length of 3,180, is positioned on the four cradles 7 of the base, substantially with symmetry with respect to the transverse and longitudinal median planes of the base. It is fixed to the base by means of four straps 15 tightened around the tank and each fixed to the two upper end parts of the cradles 7 by suitable pass-through holes 16. The base 1 protrudes from the tank relative to the vertical projection of approximately 100 mm on the longitudinal sides and about 10 mm on the other opposite sides of width, of the base.

Comme on le voit sur la figure 3, l'ensemble socle 1 et réservoir 9 assemblé est enfoui dans une fosse 17 dont le fond 19, réalisé à niveau, est de dimensions légèrement supérieures à celle du socle 1 du réservoir. Le socle repose par sa surface de plateau inférieure 3 sur le fond 19 de fosse et vient s'appliquer naturellement de niveau, sans calage. L'ensemble est parfaitement stable et en raison de la grande surface du plateau, il ne peut s'enfoncer dans le sol après enfouissement. Dans le sens contraire, en cas d'une remontée des eaux du sol (remontée de nappe phréatique ou inondation), agissant sur le réservoir par la force d'Archimède en fonction du volume de cette dernière, c'est la masse du remblai d'enfouissement 21 appliqué sur le socle et même sous le réservoir, sensiblement suivant le volume de remblai V délimité par la projection verticale conique (en trait mixte) du socle en fosse, qui s'oppose à l'éventuelle force ascensionnelle pouvant agir sur le réservoir. Le remblai est retenu par le bord périphérique 5 du socle, avec une portée optimale du fait de la forme en cuvette de ce dernier avec son bord évasé, orienté vers l'extérieur en direction du haut. As seen in Figure 3, the base assembly 1 and tank 9 assembled is buried in a pit 17 whose bottom 19, made level, is slightly larger than that of the base 1 of the tank. The base rests by its lower plate surface 3 on the bottom 19 of the pit and is applied naturally level, without wedging. The set is perfectly stable and due to the large surface of the tray, it cannot sink into the ground after burial. In the opposite direction, in the event of a rise in groundwater (rise in the water table or flood), acting on the reservoir by Archimedes' force depending on the volume of the latter, it is the mass of the embankment d burial 21 applied to the base and even under the tank, substantially according to the volume of backfill V delimited by the conical vertical projection (in dotted lines) of the base in the pit, which opposes the possible upward force which can act on the tank. The embankment is retained by the peripheral edge 5 of the base, with an optimal reach because of the bowl shape of the latter with its flared edge, oriented outward in the direction of the top.

On notera à titre de variante de réalisation (figure 4) que les côtés du socle peuvent comporter des ridelles 23 assujetties à la base du bord 5. Ces ridelles sont démontables ou peuvent être rabattues sur ce dernier, de façon escamotées en position hors service et déployées latéralement (selon flèche) en position de service. Cette disposition augmente la portée d'ancrage du socle qui peut alors recevoir des réservoirs de plus grand diamètre et qui peuvent aussi dépasser des côtés d'extrémités de longueur du socle (trait mixte sur la figure 2), les bords correspondants du socle préaménagés à cet effet, par exemple avec une réduction d'épaisseur selon le profil du réservoir, étant découpés (selon ligne arrondie 25 en pointillés) à cet effet.  It will be noted by way of an alternative embodiment (FIG. 4) that the sides of the base can include side panels 23 secured to the base of the edge 5. These side panels are removable or can be folded down on the latter, retracted in the out of service position and deployed laterally (according to arrow) in the service position. This arrangement increases the anchoring range of the base which can then receive reservoirs of larger diameter and which can also protrude from the sides of the ends of the length of the base (dashed line in FIG. 2), the corresponding edges of the base pre-arranged to this effect, for example with a reduction in thickness according to the profile of the reservoir, being cut out (along a dotted rounded line) for this purpose.

Claims (6)

REVENDICATIONS 1. Socle d'ancrage (1) pour réservoir enfoui de gaz propane liquéfié (9), destiné à l'alimentation en énergie domestique, le réservoir (9) étant solidarisé au socle, caractérisé en ce qu'il comprend un plateau (3) de dimensions en plan légèrement supérieures à celles du réservoir (9), ce plateau (3) étant pourvu d'un bord périphérique (5) orienté vers le haut et vers l'extérieur. 1. Anchoring base (1) for a buried liquefied propane gas tank (9), intended for supplying domestic energy, the tank (9) being secured to the base, characterized in that it comprises a plate (3 ) of plan dimensions slightly greater than those of the reservoir (9), this plate (3) being provided with a peripheral edge (5) oriented upwards and outwards. 2. Socle selon la revendication 1, caractérisé en ce qu'il est de surface en plan supérieure à celle du réservoir, dans un rapport 1/0,95 à 1/0,7, de manière à ménager dans son emprise une masse de remblai (21) qui s'oppose à toute force ascensionnelle pouvant agir sur le réservoir enfoui. 2. Base according to claim 1, characterized in that it has a surface in plan greater than that of the tank, in a ratio 1 / 0.95 to 1 / 0.7, so as to provide in its grip a mass of embankment (21) which opposes any upward force which can act on the buried tank. 3. Socle d'ancrage selon la revendication 1 ou 2, caractérisé en ce qu'il est réalisé en matière synthétique, de façon monobloc, comportant en outre des berceaux (7) d'appui du réservoir, celui-ci étant solidarisé au socle au moyen de sangles de cerclage (15) disposées autour du corps du réservoir (9) et fixées au socle. 3. Anchoring base according to claim 1 or 2, characterized in that it is made of synthetic material, in a single piece, further comprising cradles (7) for supporting the tank, the latter being secured to the base by means of strapping straps (15) arranged around the body of the tank (9) and fixed to the base. 4. Socle d'ancrage selon l'une des revendications précédentes, caractérisé en ce qu'il comporte deux rainures inférieures (11) de passage des fourches des chariots élévateurs, disposées transversalement, sensiblement au niveau central du socle. 4. Anchoring base according to one of the preceding claims, characterized in that it comprises two lower grooves (11) for passage of the forks of the forklifts, arranged transversely, substantially at the central level of the base. 5. Socle selon l'une des revendications précédentes, caractérisé en ce qu'il comporte des rainures inférieures transversales (13) pour l'engagement de l'ensemble socle et réservoir assemblé sur les rails de fixation des réservoirs des plateaux de transport de réservoirs dont sont munis certains camions de livraison de réservoirs. 5. Base according to one of the preceding claims, characterized in that it comprises transverse lower grooves (13) for the engagement of the base and tank assembly assembled on the rails for fixing the tanks to the tank transport trays with which certain tank delivery trucks are fitted. 6. Socle selon l'une des revendications précédentes, caractérisé en ce qu'il comporte sur ses côtés des ridelles (23) assujetties à la base du bord (5), de façon à pouvoir être escamotées en position hors service et déployées latéralement en position de service.  6. Base according to one of the preceding claims, characterized in that it comprises on its sides side walls (23) secured to the base of the edge (5), so as to be able to be retracted into the out-of-service position and deployed laterally in service position.
FR9708948A 1997-07-15 1997-07-15 ANCHORING BASE FOR LIQUEFIED PROPANE GAS TANK FOR DOMESTIC ENERGY SUPPLY Expired - Fee Related FR2766256B1 (en)

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FR9708948A FR2766256B1 (en) 1997-07-15 1997-07-15 ANCHORING BASE FOR LIQUEFIED PROPANE GAS TANK FOR DOMESTIC ENERGY SUPPLY

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FR9708948A FR2766256B1 (en) 1997-07-15 1997-07-15 ANCHORING BASE FOR LIQUEFIED PROPANE GAS TANK FOR DOMESTIC ENERGY SUPPLY

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FR2766256B1 FR2766256B1 (en) 1999-10-08

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1418278A3 (en) * 2002-11-07 2005-02-02 Uponor Innovation Ab Anchoring arrangement
FR3058427A1 (en) * 2016-11-07 2018-05-11 F2F METHOD FOR ANCHORING AND LESTAGE FOR THE BENTRED INSTALLATION OF A TANK OR TANK IN A SOIL SUBJECT TO THE PRESENCE OF WATER AND PREFABRICATED SLAB FOR PERFORMING SAID METHOD
EP3636985A1 (en) * 2018-10-11 2020-04-15 SKG Umwelttechnik GmbH & Co. KG Uplift prevention device for a soil-covered container and soil-covered container provided with such a device

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Publication number Priority date Publication date Assignee Title
DE102015113908B4 (en) 2015-08-21 2023-05-04 Truma Gerätetechnik GmbH & Co. KG level gauge
RU2771516C1 (en) * 2021-04-12 2022-05-05 Трума Герететехник Гмбх Унд Ко. Кг Structural unit comprised of a filling level meter and a remote element

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2485160A1 (en) * 1980-06-18 1981-12-24 Moss Rosenberg Verft As BACKGROUND FOR LIQUEFIED LIQUEFIED GAS STORAGE INSTALLATION, AND METHOD FOR CONSTRUCTING LAND STORAGE FACILITY
EP0565444A1 (en) * 1992-04-09 1993-10-13 Etienne Leflaive Storage tank for liquefied gas
FR2735756A1 (en) * 1995-06-20 1996-12-27 Laguens Y Perez Sa Lapesa Fluid tank anchoring

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2485160A1 (en) * 1980-06-18 1981-12-24 Moss Rosenberg Verft As BACKGROUND FOR LIQUEFIED LIQUEFIED GAS STORAGE INSTALLATION, AND METHOD FOR CONSTRUCTING LAND STORAGE FACILITY
EP0565444A1 (en) * 1992-04-09 1993-10-13 Etienne Leflaive Storage tank for liquefied gas
FR2735756A1 (en) * 1995-06-20 1996-12-27 Laguens Y Perez Sa Lapesa Fluid tank anchoring

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1418278A3 (en) * 2002-11-07 2005-02-02 Uponor Innovation Ab Anchoring arrangement
FR3058427A1 (en) * 2016-11-07 2018-05-11 F2F METHOD FOR ANCHORING AND LESTAGE FOR THE BENTRED INSTALLATION OF A TANK OR TANK IN A SOIL SUBJECT TO THE PRESENCE OF WATER AND PREFABRICATED SLAB FOR PERFORMING SAID METHOD
EP3636985A1 (en) * 2018-10-11 2020-04-15 SKG Umwelttechnik GmbH & Co. KG Uplift prevention device for a soil-covered container and soil-covered container provided with such a device

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