EP3636985A1 - Uplift prevention device for a soil-covered container and soil-covered container provided with such a device - Google Patents
Uplift prevention device for a soil-covered container and soil-covered container provided with such a device Download PDFInfo
- Publication number
- EP3636985A1 EP3636985A1 EP19201870.3A EP19201870A EP3636985A1 EP 3636985 A1 EP3636985 A1 EP 3636985A1 EP 19201870 A EP19201870 A EP 19201870A EP 3636985 A1 EP3636985 A1 EP 3636985A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- container
- support
- buoyancy
- anchor plate
- buoyancy protection
- 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
Links
- 230000002265 prevention Effects 0.000 title 1
- 239000007788 liquid Substances 0.000 claims abstract description 20
- 239000002689 soil Substances 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000013590 bulk material Substances 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000000295 fuel oil Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D88/00—Large containers
- B65D88/76—Large containers for use underground
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
-
- 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
- F17C13/083—Mounting arrangements for vessels for medium-sized mobile storage vessels, e.g. tank vehicles or railway tank vehicles
-
- 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
- F17C3/00—Vessels not under pressure
- F17C3/005—Underground or underwater containers or 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
- F17C2201/054—Size medium (>1 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
- F17C2201/00—Vessel construction, in particular geometry, arrangement or size
- F17C2201/05—Size
- F17C2201/056—Small (<1 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
- F17C2205/018—Supporting feet
-
- 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
- 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
-
- 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
- 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
-
- 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
- F17C2270/0157—Location of cavity
- F17C2270/016—Location of cavity onshore
Definitions
- the invention relates to a buoyancy protection for a container set up in the ground, in particular a liquefied gas container, which buoyancy protection has a container support and connected to it at least on the long side with respect to a container to be accommodated on the container support, each anchor plate with respect to the container support from a non-use position to a use position, in which protrudes such an anchor plate laterally partially or with its entire surface over the width of the base surface of the container projected onto a horizontal surface, is translationally adjustable.
- the invention further relates to a container to be set up in an earth-covered manner, in particular a liquid gas container with a buoyancy protection connected to it.
- Containers can be installed above or below ground.
- a container When such a container is installed underground, it is a matter of containers which are to be erected or set up in the ground.
- Such containers are known for example as liquid gas containers or fuel oil containers.
- measures When installing such a tank in the ground, measures must be taken depending on the hydrogeological situation on site so that such a tank installed in the ground does not float when the groundwater level rises, especially if it is partially emptied or emptied.
- Anchor plates are used as buoyancy protection, which are arranged on the longitudinal sides of a base plate carrying the container and, in order to effect the buoyancy protection, project in whole or in part above the base surface of the container projected onto a horizontal surface.
- the anchor plates are located in an area that can be covered with soil or other bulk material up to the surface of the soil.
- the anchor plates thus serve as the one surrounding the container Soil engaging barbs that effectively prevent a floating movement.
- the surface of the anchor plates protruding beyond the projected base area of the container is adapted to the volume of the container and thus to its possible buoyancy force or is dimensioned accordingly, so that it effectively prevents floating due to the earth covering.
- EP 1 433 722 B1 have been proposed to connect the anchor plates to a base plate in an articulated manner.
- These anchor plates can be pivoted from their erected non-use position, in which they do not protrude over the projected base area of the container, into a use position, in which they protrude with the desired area over the projected base area of the container by a pivoting movement.
- the container which in this prior art is designed as a liquid gas container, is connected to a base plate by means of saddle feet, as a result of which a unit consisting of container and buoyancy protection is created.
- the base of such an excavation pit is typically not secured, so that it is not possible to access people to remove stones that have been left on the base, for example, and which result in the anchor plates being readjusted.
- caution is required when unfolding the anchor plates so that they do not swing down in an uncontrolled manner.
- This previously known safety device has a base frame on which the container rests.
- the base frame comprises two longitudinal profiles spaced apart from each other, between which the container engages with its apex on the underside.
- the base frame also includes transverse square profiles. Second profiles are slipped onto the free ends of these square profiles and are translationally adjustable relative to the frame-side profiles.
- An anchor plate is connected to each side of the frame at these second profiles, which are guided through the frame-side profiles. In this way, the anchor plates can be adjusted in translation relative to the base frame.
- the anchor plates stand up on the floor when the buoyancy protection is switched off.
- the invention is therefore based on the object of proposing a buoyancy safety device which can not only be handled easily, but which can also be used to ensure that the anchor plates move translationally from their non-use position into their use position adjusted, too have been adjusted sufficiently to ensure the desired buoyancy protection. Furthermore, it would be desirable if the buoyancy protection could be made as light as possible.
- buoyancy device of the type mentioned at the outset, in which the buoyancy device as a container support has at least two support blocks spaced apart in the longitudinal direction of the container, which are equipped with connecting means for bracing a container located on the support blocks and on the underside at least via a guide channel and have a base-side support, and that each anchor plate carries at least two rails projecting in the transverse direction to the other anchor plate, one of which engages in a guide channel of a support bracket.
- This buoyancy safety device has at least two support blocks spaced apart from one another in the longitudinal direction of the container to be accommodated. Taking advantage of the stability of the container, it is sufficient in many cases to provide only two support brackets even in the case of a longer container.
- the support brackets are equipped with connection means for bracing a container on them. With this buoyancy protection, the container is thus connected to the support stands.
- the anchor plate guides do not need to be so stable that they can withstand the clamping force required to hold the container securely on the support blocks without deformation.
- This configuration also allows the formation of a buoyancy safety device without the connection means provided for holding the container on the trestles. These can be straps that tension the container to be held or straps, typically stainless steel straps.
- Anchor plates can be adjusted translationally with respect to the support brackets without this having any influence on the fastening of the container to the buoyancy protection.
- the support blocks have at least one guide channel on the underside.
- the anchor plates themselves have at least two rails projecting in the transverse direction to their longitudinal extension to the other anchor plate.
- the rails of the anchor plates are arranged relative to one another such that one rail of each anchor plate engages in a guide channel of a support bracket. It is provided that the rails engage in such a guide channel in a side-by-side arrangement in their engagement position. As a result, the depth of engagement of the two rails held in a guide channel of a support bracket is independent of the respectively adjacent rail. In particular, this allows the rails to be designed to be particularly long, so that the pull-out amount of the anchor plates is correspondingly large in accordance with the length of the rails. In the non-use position, the rails of one anchor plate can in principle extend into the area of the opposite anchor plate if a particularly large pull-out amount is desired.
- each rail engages in a common guide channel of a support bracket.
- each rail engages in its own guide channel as part of a support bracket and is guided therein.
- Another advantage of the concept of providing the support blocks is that they are equipped on the underside with a base-side support, for example feet. These are typically connected to such a guide channel. Through these feet, the buoyancy protection can be placed on a surface, typically a level surface, without the anchor plates being in contact with the ground. These can then even when the buoyancy protection system is installed on the floor, they can be easily moved from their non-use position into their use position.
- the maximum amount of adjustment that an anchor plate can be translationally adjusted out of its non-use position can be easily limited by a corresponding stop. This gives a person pulling out an anchor plate a haptic and also acoustic feedback that the anchor plate is in its intended extended position as soon as the stop arrangement is reached.
- the extended position can be secured by a detent, for example by means of a detent bolt or by a securing bolt which is pushed through the guide channel and the at least one rail guided therein when the pull-out position is reached.
- the rails of the anchor plates pass through the respective guide channel of a support bracket and therefore these rails protrude from the guide channel with a section at the end opposite the respective anchor plate.
- the length of the section protruding from the guide channel in the non-use position corresponds to the length of the envisaged adjustment amount or is slightly longer than this.
- the stop can be brought about by a bolt inserted into the rail, which, when the anchor plate with its rails is pulled out of the guide channels of the support blocks, acts against the end wall thereof.
- a stop can also be provided by a rail having a flange-like head.
- a head insert into the rail which is open at this end, which head insert has a flange which projects on at least one side.
- the head insert can be connected to the rail by a weld or by a fastener. It goes without saying that, with such a configuration, the head does not have to project over the entire length of the rail. Then the rails guided through the guide channel or channels of a support block opposite anchor plates can be arranged at a correspondingly smaller distance from each other.
- the guide channel on the underside of such a support bracket can be provided by a U-profile, which is then closed on the upper side by the base plate of the support bracket.
- the guide channel can also be provided by a tube, for example a square tube. If a separate guide channel is provided for each rail, it is advisable to arrange two pipes on the underside of the support bracket. These are typically offset from one another. It is also possible to use a cylindrical tube.
- the rail of an anchor plate guided therein has a geometry that is complementary to the inner cross-sectional geometry of the guide channel. A certain amount of play between the lateral surface of the rail and the inner lateral surface of the guide channel will be provided in order to achieve easy adjustability.
- a securing element to be set manually, for example a split pin, a screw or the like, this securing element locking the rail guided in the guide channel with respect to the guide channel.
- the support brackets themselves have a trough-like depression.
- the radius of curvature of the trough-like depression is adapted to the lateral surface of the container to be placed on it.
- the trough-like depression is preferably provided by a profiled component which has two side cheeks which extend beyond the longitudinal extent of the depression.
- the side wall sections which extend beyond the longitudinal extent of the trough-like depression are used in a preferred exemplary embodiment in order to provide the means for fixing the container thereon. This can be, for example, bores or openings for fixing a belt fastening bolt.
- tensioning forces introduced therein for example via a fastening bolt penetrating the two side wall sections, are introduced into the plane of the side wall sections, consequently in a direction in which they have their greatest stability anyway due to their planar extent.
- a fastening bolt can be fixed, for example welded, in the bores of the side wall sections. Detachable configurations are also possible in which such a belt fastening bolt is inserted into the side wall section bores and can also be detached from these if necessary.
- the provision of at least two support blocks spaced apart from one another in the longitudinal direction of the container as the container support and the bracing of the container on or with the support blocks permits a modular design of the buoyancy protection.
- the distance between the trestles is adapted to the length of the container to be set up in the ground. In the case of a shorter container, the distance between the support blocks is smaller; correspondingly longer for a longer container.
- the spacing of the support brackets in this buoyancy protection is determined by the distance of the rails on the anchor plate side, which are guided in the guide channels of the support brackets. In the case of a container that is shorter in terms of its length, the anchor plates are correspondingly shorter, as is the distance between the rails guided in the support blocks.
- the anchor plates are correspondingly longer and thus also the distance between the rails guided in the trestles.
- one and the same support brackets can be used to form buoyancy safeguards of different lengths, to which anchor plates of different lengths are connected or are connected, depending on the length of the container to be placed thereon.
- the anchor plates themselves in two parts, for example, so that the length adjustment of the buoyancy protection is carried out by varying one of the two anchor plate modules.
- a second such module with the required remaining length is connected to one and the same anchor plate support bracket basic module in such a configuration. This is possible in a simple manner by connecting the anchor plates of the two anchor plate modules on the face side.
- buoyancy safeguards can also be created that consist of three or more modules.
- an anchor plate has two anchor plate rails, one of the two rails being guided telescopically in the other rail.
- the length of such an anchor plate can thus be set up by moving the two anchor plate rails.
- a rail engaging in a guide channel of a support bracket is connected to each anchor plate rail.
- each anchor plate if handles are desired, has two handles arranged at a certain distance from one another, the distance between the handles being such that one person can easily grasp both handles on the same side.
- the handles themselves can be designed as handles that protrude from the outer longitudinal sides. If the handles should not protrude from the outside of the anchor plates in relation to the width of the buoyancy protection, these can also be arranged at the top, typically protruding in the area of their edge termination. It is also possible to insert the handles into the anchor plates as handle openings.
- One handle or the pair of handles is located in the middle between the typically two rails. This ensures that the rails guided in the guide channels of the support blocks do not tilt when they are pulled out.
- a liquid gas container 1 is designed as a horizontal cylindrical container and has a dome 2 through which the supply and discharge lines (not shown) are guided.
- the liquid gas container 1 is placed on a buoyancy safety device 3 and braced with it by means of belts 4, 4.1.
- the buoyancy protection 3 has, as container receptacle, two support blocks 5, 5.1 spaced apart from one another in the longitudinal extent of the container 1.
- the support brackets 5, 5.1 form the sub-support for the liquid gas container 1.
- the anchor plates 6, 6.1 are profiled sheet metal parts. The profiling of the anchor plates 6, 6.1 serves to stiffen them.
- the anchor plates can also be designed with a U-shaped profile, as can other profiles.
- the anchor plates 6, 6.1 are connected to the bearing blocks 5, 5.1 by means of rails 7, 7.1.
- the rails assigned to the anchor plate 6.1 are covered due to the liquid gas container 1.
- Figure 2 which shows the buoyancy protection 3 without the liquid gas container 1 located thereon, visible.
- the rails mentioned are identified by reference numbers 7.2, 7.3.
- Figure 1 shows the anchor plates 6, 6.1 of the buoyancy protection 3 in its use position. In this, the anchor plates 6, 6.1 protrude beyond the width of the base surface of the liquid gas container 1 projected onto a horizontal surface.
- the support bracket 5 has a U-shaped profiled base element 8, which has a base plate 9 and two side walls 10, 10.1.
- the opening of the base element 8 points upwards in the vertical direction.
- a trough-shaped depression 11 is made in the side cheeks 10, 10.1.
- the radius of the recess 11 corresponds to the radius of the liquid gas container 1 in the region of its lower apex.
- the base element 8 is closed on the upper side in the region of the recess 11 by a striking plate 12.
- the side cheeks 10, 10.1 extend beyond the longitudinal extent of the depression 11.
- the side cheeks 10, 10.1 are designed with an incline in the direction of the base plate 9 (see also Figure 3 ).
- An opening 13, 13.1 which is arranged in alignment with one another on both sides, is introduced into these sections on both sides for inserting a belt fastening bolt.
- the belts 4, 4.1 are connected to such a belt fastening bolt which extends through the openings 13, 13.1 (see FIG. Figure 1 ).
- the tension of the belts 4, 4.1 is thus introduced into the side walls 10, 10.1 in the direction of their plane.
- the tension force acts on the side walls 10, 10.1 as a pulling force in the direction of their flat extension.
- Such a belt connection is expedient since the belts 4, 4.1 can also be connected to these side cheeks and thus to the support bracket 5 with a high tension force, without the side cheeks 10, 10.1 needing any special reinforcement for this purpose.
- On the base plate 9 of the base element 8 are, as from Figure 3 can be seen, connected on the underside two square hollow profiles 14, 14.1 lying side by side in one plane.
- the square hollow profiles 14, 14.1 each provide a guide channel for the rail 7 of the anchor plate 6 or the rail 7.2 of the anchor plate 6.1 with their interior.
- the side view of the support bracket 5 of the Figure 4 shows the side-by-side arrangement of the square hollow profiles 14, 14.1, without the rails 7, 7.2 engaging therein.
- the rails 7, 7.2 of the anchor plates 6, 6.1, each engaging in a guide channel of the support bracket 5, are offset with respect to the length of the respective anchor plate 6, 6.1, so that the ends of the anchor plates 6, 6.1 are aligned with one another.
- the offset corresponds to the offset of the guide channels provided by the square hollow profiles 14, 14.1 in order to be able to implement the desired side-by-side arrangement of the guide channels.
- anchor plates 6, 6.1 project in their use position overall over the projected width 17 of the base area of the liquid gas container 1.
- the entire surface of the anchor plates 6, 6.1 is effective for securing against buoyancy.
- Feet 18 are attached to the square profiles 14, 14.1, via which the support bracket 5 stands on the floor side.
- the height of the feet 18 is dimensioned such that the anchor plates 6, 6.1 have no ground contact. This allows simple adjustment of the anchor plates 6, 6.1 from their non-use position to their use position with the buoyancy protection system installed at the bottom.
- the front view of the Figure 5 also makes it clear that the rails 7, 7.2 engaging in the guide channels of the square profiles 14, 14.1 can tilt due to the one-sided weight of the respective anchor plate 6, or 6.1 within the respective guide channel.
- a certain play is provided between the rails 7, 7.2 and the inner wall of the guide channels.
- Such tilting can be consciously accepted, since it fixes the position of the anchor plates 6, 6.1 to a certain extent.
- these are raised somewhat in order to cancel the tilting arrangement, in order then to be easily adjusted in translation relative to the support brackets 5, 5.1.
- the anchor plates 6, 6.1 Before installing the liquid gas container 1 with its buoyancy lock 3 the anchor plates 6, 6.1 also pulled out in relation to the support brackets 5, 5.1 into their position of use, such as through the block arrows of the Figure 6 indicated.
- the anchor plates 6, 6.1 have handles 19, 19.1, each anchor plate 16, 16.1 each carrying two spaced handles 19 and 19.1 on their narrow side pointing away from the support blocks 5, 5.1 (see also Figures 1 and 2nd ).
- anchor plates 6, 6.1 shown in the figures these are composed of two anchor plate pieces.
- the anchor plates can of course also be made from a continuous piece of anchor plate.
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
Beschrieben ist eine Auftriebssicherung 3 für einen erdgedeckt aufgestellten Behälter, insbesondere einen Flüssiggasbehälter 1. Die Auftriebssicherung 3 weist eine Behälterauflage und daran angeschlossen längsseitig bezüglich eines auf der Behälterauflage aufzunehmenden Behälters 1 jeweils zumindest eine Ankerplatte 6, 6.1 auf. Jede Ankerplatte 6, 6.1 ist gegenüber der Behälterauflage aus einer Nichtbenutzungsstellung in eine Benutzungsstellung, in der eine solche Ankerplatte 6, 6.1 seitlich teilweise oder mit ihrer gesamten Oberfläche über der Breite 17 der auf eine horizontale Fläche projizierten Grundfläche des Behälters 1 vorsteht, translatorisch verstellbar. Die Auftriebssicherung 3 weist als Behälterauflage zumindest zwei in Längsrichtung des Behälters 1 voneinander beabstandete Auflagerböcke 5, 5.1 auf, die mit Anschlussmitteln zum Verspannen eines auf den Auflagerböcken 5, 5.1 befindlichen Behälters 1 ausgestattet sind. Die Auflagerböcke 5, 5.1 tragen unterseitig über zumindest einen Führungskanal 14, 14.1 und verfügen über eine bodenseitige Abstützung 18. Jede Ankerplatte 6, 6.1 trägt zumindest zwei in Querrichtung zu der jeweils anderen Ankerplatte 6, 6.1 abragende Schienen 7, 7.1; 7.2, 7.3, von denen jeweils eine in einen Führungskanal 14, 14.1 eines Auflagerbockes 5, 5.1 eingreift.Described is a buoyancy protection 3 for a container set up in the ground, in particular a liquid gas container 1. The buoyancy protection 3 has a container support and connected to it in each case on the longitudinal side with respect to a container 1 to be accommodated on the container support, in each case at least one anchor plate 6, 6.1. Each anchor plate 6, 6.1 is translationally adjustable relative to the container support from a non-use position into a use position in which such an anchor plate 6, 6.1 projects partially or with its entire surface over the width 17 of the base surface of the container 1 projected onto a horizontal surface. The buoyancy protection 3 has, as a container support, at least two support blocks 5, 5.1 spaced apart from one another in the longitudinal direction of the container 1, which are equipped with connecting means for bracing a container 1 located on the support blocks 5, 5.1. The support brackets 5, 5.1 have at least one guide channel 14, 14.1 on the underside and have a base-side support 18. Each anchor plate 6, 6.1 carries at least two rails 7, 7.1 projecting transversely to the respective other anchor plate 6, 6.1; 7.2, 7.3, one of which engages in a guide channel 14, 14.1 of a support bracket 5, 5.1.
Description
Die Erfindung betrifft eine Auftriebssicherung für einen erdgedeckt aufgestellten Behälter, insbesondere einen Flüssiggasbehälter, welche Auftriebssicherung eine Behälterauflage und daran angeschlossen längsseitig bezüglich eines auf der Behälterauflage aufzunehmenden Behälters jeweils zumindest eine Ankerplatte aufweist, wobei jede Ankerplatte gegenüber der Behälterauflage aus einer Nichtbenutzungsstellung in eine Benutzungsstellung, in der eine solche Ankerplatte seitlich teilweise oder mit ihrer gesamten Oberfläche über der Breite der auf eine horizontale Fläche projizierten Grundfläche des Behälters vorsteht, translatorisch verstellbar ist. Die Erfindung betrifft des Weiteren einen erdgedeckt aufzustellenden Behälter, insbesondere einen Flüssiggasbehälter mit einer daran angeschlossenen Auftriebssicherung.The invention relates to a buoyancy protection for a container set up in the ground, in particular a liquefied gas container, which buoyancy protection has a container support and connected to it at least on the long side with respect to a container to be accommodated on the container support, each anchor plate with respect to the container support from a non-use position to a use position, in which protrudes such an anchor plate laterally partially or with its entire surface over the width of the base surface of the container projected onto a horizontal surface, is translationally adjustable. The invention further relates to a container to be set up in an earth-covered manner, in particular a liquid gas container with a buoyancy protection connected to it.
Behälter, insbesondere solche, die auch als Tanks angesprochen werden können, können oberirdisch oder unterirdisch verbaut werden. Bei einem unterirdischen Einbau eines solchen Behälters, handelt es sich um erdgedeckt aufzustellende bzw. aufgestellte Behälter. Derartige Behälter sind beispielsweise als Flüssiggasbehälter oder Heizölbehälter bekannt. Bei einem Einbau eines solchen Behälters ins Erdreich müssen in Abhängigkeit von der hydrogeologischen Situation vor Ort mitunter Maßnahmen getroffen werden, damit ein solcher, ins Erdreich eingebauter Behälter bei einem Anstieg des Grundwasserpegels nicht aufschwimmt, insbesondere wenn dieser teilentleert oder entleert ist. Als Auftriebssicherung werden Ankerplatten verwendet, die an den Längsseiten einer den Behälter tragenden Grundplatte angeordnet sind und zum Bewirken der Auftriebssicherung insgesamt oder teilweise über die auf eine horizontale Fläche projizierte Grundfläche des Behälters vorstehen. Bewirkt wird hiermit, dass die Ankerplatten sich in einem Bereich befinden, der bis zur Oberfläche des Erdreiches mit Erdreich oder anderem Schüttgut bedeckt werden kann. Die Ankerplatten dienen bei einem im Erdreich verbauten Behälter somit als in das den Behälter umgebende Erdreich eingreifende Widerhaken, durch die eine Aufschwimmbewegung wirksam verhindert ist. Die über die projizierte Grundfläche des Behälters vorstehende Fläche der Ankerplatten ist an das Volumen des Behälters und somit an seine mögliche Auftriebskraft angepasst bzw. entsprechend dimensioniert, damit durch diese in Folge der Erddeckung wirksam ein Aufschwimmen verhindert ist.Containers, particularly those that can also be addressed as tanks, can be installed above or below ground. When such a container is installed underground, it is a matter of containers which are to be erected or set up in the ground. Such containers are known for example as liquid gas containers or fuel oil containers. When installing such a tank in the ground, measures must be taken depending on the hydrogeological situation on site so that such a tank installed in the ground does not float when the groundwater level rises, especially if it is partially emptied or emptied. Anchor plates are used as buoyancy protection, which are arranged on the longitudinal sides of a base plate carrying the container and, in order to effect the buoyancy protection, project in whole or in part above the base surface of the container projected onto a horizontal surface. The effect is that the anchor plates are located in an area that can be covered with soil or other bulk material up to the surface of the soil. In the case of a container installed in the ground, the anchor plates thus serve as the one surrounding the container Soil engaging barbs that effectively prevent a floating movement. The surface of the anchor plates protruding beyond the projected base area of the container is adapted to the volume of the container and thus to its possible buoyancy force or is dimensioned accordingly, so that it effectively prevents floating due to the earth covering.
Um den Raumbedarf eines solchen Behälters beim Transportieren zu reduzieren ist in
Bei einem Einbau eines solchen Behälters in eine Baugrube ist sicherzustellen, dass vor dem Einsetzen des Behälters die Ankerplatten aus ihrer Nichtbenutzungsstellung in ihre Benutzungsstellung abgeklappt werden. Beim Einsetzen eines solchen Behälters mit seiner in Benutzungsstellung befindlichen Auftriebssicherung in eine Baugrube muss bei dieser vorbekannten Auftriebssicherung besonderes Augenmerk darauf gerichtet werden, dass die Ankerplatten auch bei dem in eine Baugrube eingesetzten Behälter tatsächlich in ihrer vollständig ausgeklappten Stellung sind und nicht etwa durch eine zu enge Baugrube wieder ganz oder teilweise hochgeklappt sind. Anderenfalls ist möglicherweise die durch die Ankerplatten bereitgestellte Auflagefläche für darauf aufzubringendes Erdreich oder eines anderes Füllmaterials nicht ausreichend, um wirksam ein Aufschwimmen zu verhindern. Die Sohle einer solchen Baugrube ist typischerweise nicht gesichert, so dass ein Personenzugang zum Entfernen von beispielsweise auf der Sohle liegengebliebener Steine, die eine Rückverstellung der Ankerplatten zur Folge haben, nicht möglich ist. Zudem ist beim Ausklappen der Ankerplatten Vorsicht geboten, damit diese nicht unkontrolliert herabschwenken.When installing such a container in a building pit, it must be ensured that the anchor plates are folded out of their non-use position into their use position before the container is inserted. When inserting such a container with its buoyancy protection in the position of use into a construction pit, special attention must be paid to this previously known buoyancy protection that the anchor plates are actually in their fully unfolded position even with the container inserted in a construction pit and not because of a too narrow position The excavation pit is fully or partially folded up again. Otherwise, the contact area provided by the anchor plates may not be sufficient for soil or other filler material to be applied to effectively prevent floating. The base of such an excavation pit is typically not secured, so that it is not possible to access people to remove stones that have been left on the base, for example, and which result in the anchor plates being readjusted. In addition, caution is required when unfolding the anchor plates so that they do not swing down in an uncontrolled manner.
Aus
Ausgehend von diesem diskutierten Stand der Erfindung liegt der Erfindung daher die Aufgabe zu Grunde, eine Auftriebssicherung vorzuschlagen, die nicht nur ohne weiteres gehandhabt werden kann, sondern mit der auch sichergestellt werden kann, dass sich die Ankerplatten, wenn translatorisch aus ihrer Nichtbenutzungsstellung in ihre Benutzungsstellung verstellt, auch hinreichend weit verstellt worden sind, um die gewünschte Auftriebssicherung zu gewährleisten. Überdies wäre es wünschenswert, wenn die Auftriebssicherung möglichst leichtgewichtiger gebaut werden kann.Based on this discussed state of the invention, the invention is therefore based on the object of proposing a buoyancy safety device which can not only be handled easily, but which can also be used to ensure that the anchor plates move translationally from their non-use position into their use position adjusted, too have been adjusted sufficiently to ensure the desired buoyancy protection. Furthermore, it would be desirable if the buoyancy protection could be made as light as possible.
Gelöst wird diese Aufgabe erfindungsgemäß durch eine Auftriebssicherung der eingangs genannten Art, bei der die Auftriebssicherung als Behälterauflage zumindest zwei in Längsrichtung des Behälters voneinander beabstandete Auflagerböcke aufweist, die mit Anschlussmitteln zum Verspannen eines auf den Auflagerböcken befindlichen Behälters ausgestattet sind und unterseitig zumindest über einen Führungskanal sowie über eine bodenseitige Abstützung verfügen, und dass jede Ankerplatte zumindest zwei in Querrichtung zu der jeweils anderen Ankerplatte abragende Schienen trägt, von denen jeweils eine in einen Führungskanal eines Auflagerbockes eingreift.This object is achieved according to the invention by a buoyancy device of the type mentioned at the outset, in which the buoyancy device as a container support has at least two support blocks spaced apart in the longitudinal direction of the container, which are equipped with connecting means for bracing a container located on the support blocks and on the underside at least via a guide channel and have a base-side support, and that each anchor plate carries at least two rails projecting in the transverse direction to the other anchor plate, one of which engages in a guide channel of a support bracket.
Diese Auftriebssicherung verfügt über zumindest zwei voneinander in Längsrichtung des aufzunehmenden Behälters beabstandete Auflagerböcke. Die Stabilität des Behälters ausnutzend, ist es in etlichen Fällen ausreichend, auch bei einem längeren Behälter nur zwei Auflagerböcke vorzusehen. Die Auflagerböcke sind mit Anschlussmitteln zum Verspannen eines darauf befindlichen Behälters ausgestattet. Damit ist bei dieser Auftriebssicherung der Behälter an die Auflagerböcke angeschlossen. In Folge dessen brauchen die Ankerplattenführungen nicht eine solche Stabilität aufweisen, damit diese der zum sicheren Halten des Behälters auf den Auflagerböcken erforderlichen Spannkraft deformationsfrei Stand halten. Diese Ausgestaltung erlaubt auch die Ausbildung einer Auftriebssicherung ohne die zum Halten des Behälters auf den Auflagerböcken vorgesehenen Anschlussmittel. Bei diesen kann es sich um den zu haltenden Behälter verspannende Gurte oder um Bänder, typischerweise Edelstahlbänder handeln. Als Gurte werden solche aus Gewebe verwendet. Bei einem Einsatz von Gurten ist es nicht unbedingt erforderlich, Kunststoffzwischenlagen zwischen dem Gurt und dem Behälter anzuordnen, was bei Vorsehen von Stahlbändern zum Schutze der äußeren Oberfläche des Behälters sinnvoll ist. Auch können die Auflagerböcke als Teil der Auftriebssicherung unlösbar an den Behälter angeschlossen sind, beispielsweise mit diesem verschweißt. Von besonderem Vorteil ist bei dieser Art der Behälterbefestigung jedoch, dass die Ankerplatten gegenüber den Auflagerböcken translatorisch verstellt werden können, ohne dass dieses Einfluss auf die Befestigung des Behälters an der Auftriebssicherung hat. Für die Verstellbarkeit der Ankerplatten verfügen die Auflagerböcke unterseitig über zumindest einen Führungskanal. Die Ankerplatten selbst verfügen über zumindest zwei in Querrichtung zu ihrer Längserstreckung zu der jeweils anderen Ankerplatte abragende Schienen. Die Schienen der Ankerplatten sind dergestalt zueinander angeordnet, dass jeweils eine Schiene jeder Ankerplatte in einen Führungskanal eines Auflagerbockes eingreift. Dabei ist vorgesehen, dass die Schienen in ihrer Eingriffsstellung in einen solchen Führungskanal in einer Nebeneinanderanordnung eingreifen. Dadurch ist die Eingreifstiefe der beiden in einen Führungskanal eines Auflagerbockes gehaltenen Schienen unabhängig von der jeweils benachbarten Schiene. Insbesondere erlaubt dieses eine besonders lange Ausbildung der Schienen, sodass der Auszugsbetrag der Ankerplatten entsprechend der Schienenlänge entsprechend groß ist. Die Schienen der einen Ankerplatte können sich in der Nichtbenutzungsstellung grundsätzlich bis in den Bereich der gegenüberliegenden Ankerplatte erstrecken, wenn ein besonders großer Auszugsbetrag gewünscht ist. Durch diese Anordnung der beiden einem Auflagerbock zugeordneten Schienen ist es möglich, dass die Ankerplatten, auch wenn diese relativ breit ausgeführt sind, insgesamt außerhalb des in die Ebene der Ankerplatten projizierten Umrisses des Behälters gebracht werden können. Entsprechendes lässt sich auch erreichen, wenn die beiden Schienen der beiden gegenüber liegenden Ankerplatten in einer Übereinanderanordnung zueinander angeordnet sind.This buoyancy safety device has at least two support blocks spaced apart from one another in the longitudinal direction of the container to be accommodated. Taking advantage of the stability of the container, it is sufficient in many cases to provide only two support brackets even in the case of a longer container. The support brackets are equipped with connection means for bracing a container on them. With this buoyancy protection, the container is thus connected to the support stands. As a result, the anchor plate guides do not need to be so stable that they can withstand the clamping force required to hold the container securely on the support blocks without deformation. This configuration also allows the formation of a buoyancy safety device without the connection means provided for holding the container on the trestles. These can be straps that tension the container to be held or straps, typically stainless steel straps. Those made of fabric are used as belts. When using belts, it is not absolutely necessary to arrange plastic intermediate layers between the belt and the container, which is useful if steel strips are provided to protect the outer surface of the container. The trestles can also be permanently connected to the container as part of the buoyancy protection, for example welded to the container. Of particular advantage with this type of container attachment is that Anchor plates can be adjusted translationally with respect to the support brackets without this having any influence on the fastening of the container to the buoyancy protection. For the adjustability of the anchor plates, the support blocks have at least one guide channel on the underside. The anchor plates themselves have at least two rails projecting in the transverse direction to their longitudinal extension to the other anchor plate. The rails of the anchor plates are arranged relative to one another such that one rail of each anchor plate engages in a guide channel of a support bracket. It is provided that the rails engage in such a guide channel in a side-by-side arrangement in their engagement position. As a result, the depth of engagement of the two rails held in a guide channel of a support bracket is independent of the respectively adjacent rail. In particular, this allows the rails to be designed to be particularly long, so that the pull-out amount of the anchor plates is correspondingly large in accordance with the length of the rails. In the non-use position, the rails of one anchor plate can in principle extend into the area of the opposite anchor plate if a particularly large pull-out amount is desired. This arrangement of the two rails assigned to a support bracket makes it possible for the anchor plates, even if they are designed to be relatively wide, to be able to be placed overall outside the outline of the container projected into the plane of the anchor plates. The same can also be achieved if the two rails of the two opposite anchor plates are arranged one above the other.
Möglich ist eine Auslegung, dass jede Schiene ein in einen gemeinsamen Führungskanal eines Auflagerbockes eingreift. Gemäß einer anderen Ausgestaltung ist vorgesehen, dass jede Schiene in einen eigenen Führungskanal als Teil eines Auflagerbockes eingreift und darin geführt ist. Vorteilhaft an dem Konzept des Vorsehens der Auflagerböcke ist zudem, dass diese unterseitig mit einer bodenseitigen Abstützung, beispielsweise Füßen ausgerüstet sind. Diese sind typischerweise an einen solchen Führungskanal angeschlossen. Durch diese Füße kann die Auftriebssicherung auf einen Untergrund aufgestellt werden, typischerweise einen ebenen Untergrund, ohne dass die Ankerplatten Bodenkontakt haben. Diese können sodann auch bei bodenseitig aufgestellter Auftriebssicherung ohne weiteres translatorisch aus ihrer Nichtbenutzungsstellung in ihre Benutzungsstellung verstellt werden.It is possible to design that each rail engages in a common guide channel of a support bracket. According to another embodiment, it is provided that each rail engages in its own guide channel as part of a support bracket and is guided therein. Another advantage of the concept of providing the support blocks is that they are equipped on the underside with a base-side support, for example feet. These are typically connected to such a guide channel. Through these feet, the buoyancy protection can be placed on a surface, typically a level surface, without the anchor plates being in contact with the ground. These can then even when the buoyancy protection system is installed on the floor, they can be easily moved from their non-use position into their use position.
Der maximale Verstellbetrag, den eine Ankerplatte translatorisch aus ihrer Nichtbenutzungsstellung heraus verstellt werden kann, lässt sich auf einfache Weise durch einen entsprechenden Anschlag begrenzen. Dieser gibt einer eine Ankerplatte ausziehenden Person zugleich eine haptische und auch akustische Rückmeldung darüber, dass sich die Ankerplatte in ihrer bestimmungsgemäß ausgezogenen Stellung befinden, sobald die Anschlaganordnung erreicht ist. Gesichert werden kann die ausgezogene Stellung durch eine Rastung, etwa mittels eines Rastbolzens oder durch einen Sicherungsbolzen, der bei Erreichen der Auszugsposition durch den Führungskanal und die darin geführte zumindest eine Schiene hindurchgesteckt wird.The maximum amount of adjustment that an anchor plate can be translationally adjusted out of its non-use position can be easily limited by a corresponding stop. This gives a person pulling out an anchor plate a haptic and also acoustic feedback that the anchor plate is in its intended extended position as soon as the stop arrangement is reached. The extended position can be secured by a detent, for example by means of a detent bolt or by a securing bolt which is pushed through the guide channel and the at least one rail guided therein when the pull-out position is reached.
Gemäß einem Ausführungsbeispiel ist vorgesehen, dass die Schienen der Ankerplatten den jeweiligen Führungskanal eines Auflagerbockes durchgreifen und mithin diese Schienen mit einem Abschnitt an der der jeweiligen Ankerplatte gegenüberliegende Ende aus dem Führungskanal herausragen. Die Länge des aus dem Führungskanal herausragenden Abschnittes in der Nichtbenutzungsstellung entspricht der Länge des vorgesehenen Verstellbetrages oder ist etwas länger als dieser. Der Anschlag kann bei einer solchen Auslegung der Auftriebssicherung durch einen in die Schiene eingesetzten Bolzen bewirkt werden, der, wenn die Ankerplatte mit ihren Schienen entsprechend weit aus den Führungskanälen der Auflagerböcke herausgezogen ist, gegen die Stirnwand derselben wirkt. Ein solcher Anschlag kann auch durch eine einen flanschartigen Kopf aufweisende Schiene bereitgestellt sein. Dieses ist beispielsweise möglich durch Einsetzen eines Kopfeinsatzstückes in die an diesem Ende offene Schiene, welches Kopfeinsatzstück einen an zumindest einer Seite abragenden Flansch aufweist. Das Kopfeinsatzstück kann mit der Schiene durch eine Schweißung oder auch durch einen Befestiger verbunden sein. Es versteht sich, dass bei einer solchen Ausgestaltung der Kopf nicht umfänglich über den übrigen Abschnitt der Schiene überkragen muss. Dann können die durch den oder die Führungskanäle eines Auflagerbockes geführten Schienen der gegenüberliegenden Ankerplatten mit entsprechend geringerem Abstand zueinander angeordnet sein.According to one exemplary embodiment, it is provided that the rails of the anchor plates pass through the respective guide channel of a support bracket and therefore these rails protrude from the guide channel with a section at the end opposite the respective anchor plate. The length of the section protruding from the guide channel in the non-use position corresponds to the length of the envisaged adjustment amount or is slightly longer than this. With such a design of the buoyancy protection, the stop can be brought about by a bolt inserted into the rail, which, when the anchor plate with its rails is pulled out of the guide channels of the support blocks, acts against the end wall thereof. Such a stop can also be provided by a rail having a flange-like head. This is possible, for example, by inserting a head insert into the rail which is open at this end, which head insert has a flange which projects on at least one side. The head insert can be connected to the rail by a weld or by a fastener. It goes without saying that, with such a configuration, the head does not have to project over the entire length of the rail. Then the rails guided through the guide channel or channels of a support block opposite anchor plates can be arranged at a correspondingly smaller distance from each other.
Der Führungskanal an der Unterseite eines solchen Auflagerbockes kann, wenn der Auflagerbock selbst eine Grundplatte aufweist, durch ein U-Profil bereitgestellt werden, welches durch die Grundplatte des Auflagerbockes sodann oberseitig geschlossen ist. Der Führungskanal kann ebenfalls durch ein Rohr, beispielsweise ein Vierkantrohr bereitgestellt werden. Bei Vorsehen von jeweils einem für jede Schiene separaten Führungskanal bietet es sich an, zwei Rohre an der Unterseite des Auflagerbockes anzuordnen. Diese sind typischerweise gegeneinander versetzt. Auch der Einsatz eines zylindrischen Rohres ist möglich. Die darin jeweils geführte Schiene einer Ankerplatte weist eine zu der inneren Querschnittsgeometrie des Führungskanales komplementäre Geometrie auf. Ein gewisses Spiel zwischen der Mantelfläche der Schiene und der inneren Mantelfläche des Führungskanals wird man zum Erzielen einer leichten Verstellbarkeit vorsehen. Dieses ist für die Handhabung der Auftriebssicherung auch ohne Folgen, da durch die an zwei derartige Schienen angeschlossene Ankerplatte auf Grund der dadurch bewirkten einseitigen Gewichtsbelastung es zu einem gewissen Verkanten der einer Ankerplatte zugehörigen Schienen in den Führungskanälen bewirkt. Daher sind zusätzliche Sicherungen, damit eine solche Ankerplatte in ihrer Nichtbenutzungsstellung oder auch in ihrer Benutzungsstellung verbleibt, grundsätzlich nicht erforderlich. Zum Verstellen einer solchen Ankerplatte wird man diese zum Aufheben der Verkantungsanordnung geringfügig anheben und dann translatorisch gegenüber dem bzw. den Führungskanälen verstellen. Gleichwohl ist in einem Ausführungsbeispiel vorgesehen, dass die ausgezogene Stellung der Ankerplatten fixiert ist, beispielsweise durch einen Rastbolzen. Dieser ist in der Wandung des Führungskanals gelagert und springt, wenn die jeweilige Ankerplatte sich in ihrer ausgezogenen Benutzungsstellung befindet, in eine entsprechende Riegelaufnahme der in den Führungskanal geführten Schiene ein. Möglich ist auch der Einsatz von Kugelrasten. Eine Fixierung der ausgezogenen Ankerplatten ist auch durch ein manuell zu setzendes Sicherungselement, beispielsweise ein Splint, eine Schraube oder dergleichen möglich, wobei dieses Sicherungselement die in dem Führungskanal geführte Schiene gegenüber dem Führungskanal arretiert.The guide channel on the underside of such a support bracket, if the support bracket itself has a base plate, can be provided by a U-profile, which is then closed on the upper side by the base plate of the support bracket. The guide channel can also be provided by a tube, for example a square tube. If a separate guide channel is provided for each rail, it is advisable to arrange two pipes on the underside of the support bracket. These are typically offset from one another. It is also possible to use a cylindrical tube. The rail of an anchor plate guided therein has a geometry that is complementary to the inner cross-sectional geometry of the guide channel. A certain amount of play between the lateral surface of the rail and the inner lateral surface of the guide channel will be provided in order to achieve easy adjustability. This is also without consequences for the handling of the buoyancy protection, since the anchor plate connected to two such rails, due to the resulting one-sided weight loading, causes the rails associated with an anchor plate to tilt to a certain extent in the guide channels. Additional safeguards are therefore generally not required so that such an anchor plate remains in its non-use position or in its use position. To adjust such an anchor plate, one will raise it slightly to remove the tilting arrangement and then adjust it translationally with respect to the guide channel or channels. Nevertheless, it is provided in one embodiment that the extended position of the anchor plates is fixed, for example by a locking bolt. This is mounted in the wall of the guide channel and, when the respective anchor plate is in its extended position of use, jumps into a corresponding locking receptacle of the rail guided into the guide channel. The use of ball catches is also possible. Fixing of the extended anchor plates is also possible by means of a securing element to be set manually, for example a split pin, a screw or the like, this securing element locking the rail guided in the guide channel with respect to the guide channel.
Die Auflagerböcke selbst verfügen gemäß einer Ausführung über eine muldenartige Vertiefung. Der Krümmungsradius der muldenartigen Vertiefung ist an die Mantelfläche des darauf aufzustellenden Behälters angepasst. Vorzugsweise wird die muldenartige Vertiefung durch ein profiliertes Bauteil bereitgestellt, welches zwei über die Längserstreckung der Vertiefung hinausgehende Seitenwangen aufweist. Die über die Längserstreckung der muldenartigen Vertiefung hinausgehenden Seitenwandabschnitte werden bei einem bevorzugten Ausführungsbeispiel genutzt, um daran die Mittel zum Festlegen des Behälters vorzusehen. Hierbei kann es sich beispielsweise um Bohrungen bzw. Öffnungen zum Festsetzen eines Gurtbefestigungsbolzens handeln. Die darin eingeleiteten Spannkräfte, beispielsweise über einen die beiden Seitenwandabschnitte durchgreifenden Befestigungsbolzen, werden in die Ebene der Seitenwandabschnitte eingeleitet, mithin in einer Richtung, in der diese aufgrund ihrer flächigen Erstreckung ohnehin ihre größte Stabilität haben. Ein solcher Befestigungsbolzen kann je nach Auslegung eines solchen Auflagerbockes in den Bohrungen der Seitenwandabschnitte festgesetzt sein, beispielsweise eingeschweißt sein. Auch lösbare Ausgestaltungen sind möglich, bei denen ein solcher Gurtbefestigungsbolzen in die Seitenwandabschnittsbohrungen eingesetzt und bei Bedarf aus diesen auch wieder gelöst werden kann.According to one embodiment, the support brackets themselves have a trough-like depression. The radius of curvature of the trough-like depression is adapted to the lateral surface of the container to be placed on it. The trough-like depression is preferably provided by a profiled component which has two side cheeks which extend beyond the longitudinal extent of the depression. The side wall sections which extend beyond the longitudinal extent of the trough-like depression are used in a preferred exemplary embodiment in order to provide the means for fixing the container thereon. This can be, for example, bores or openings for fixing a belt fastening bolt. The tensioning forces introduced therein, for example via a fastening bolt penetrating the two side wall sections, are introduced into the plane of the side wall sections, consequently in a direction in which they have their greatest stability anyway due to their planar extent. Depending on the design of such a support bracket, such a fastening bolt can be fixed, for example welded, in the bores of the side wall sections. Detachable configurations are also possible in which such a belt fastening bolt is inserted into the side wall section bores and can also be detached from these if necessary.
Das Vorsehen von zumindest zwei in Längsrichtung des Behälters voneinander beabstandeten Auflagerböcken als Behälterauflage und die Verspannung des Behälters an bzw. mit den Auflagerböcken erlaubt eine modulartige Auslegung der Auftriebssicherung. Der Abstand der Auflagerböcke ist an die Länge des erdgedeckt aufzustellenden Behälters angepasst. Bei einem kürzeren Behälter ist der Abstand der Auflagerböcke geringer; bei einem längeren Behälter entsprechend länger. Die Beabstandung der Auflagerböcke wird bei dieser Auftriebssicherung durch den Abstand der ankerplattenseitigen Schienen, die in den Führungskanälen der Auflagerböcke geführt sind, bestimmt. Bei einem bezüglich seiner Länge kürzeren Behälter sind dementsprechend auch die Ankerplatten kürzer, ebenso wie der Abstand der in den Auflagerböcken geführten Schienen voneinander. Bei einem längeren Behälter sind entsprechend die Ankerplatten länger und somit auch der Abstand der in den Auflagerböcken geführten Schienen. Insofern können zum Ausbilden unterschiedlich langer Auftriebssicherungen ein und dieselben Auflagerböcke verwendet werden, an die, entsprechend der Länge des darauf aufzustellenden Behälters, unterschiedlich lange Ankerplatten angeschlossen sind bzw. angeschlossen werden. Möglich ist es auch, die Ankerplatten selbst beispielsweise zweiteilig auszuführen, sodass die Längenanpassung der Auftriebssicherung durch Variation eines der beiden Ankerplattenmodule erfolgt. Je nach der Länge der gewünschten Auftriebssicherung wird bei einer solchen Ausgestaltung an ein und dasselbe Ankerplatten-Auflagerbock-Grundmodul ein zweites solches Modul mit der benötigten Restlänge angeschlossen. Dieses ist in einfacher Weise durch stirnseitiges Verbinden der Ankerplatten der beiden Ankerplattenmodule möglich. Selbstverständlich können aufgrund der beschriebenen Modularität auch Auftriebssicherungen erstellt werden, die aus drei oder mehr Modulen bestehen.The provision of at least two support blocks spaced apart from one another in the longitudinal direction of the container as the container support and the bracing of the container on or with the support blocks permits a modular design of the buoyancy protection. The distance between the trestles is adapted to the length of the container to be set up in the ground. In the case of a shorter container, the distance between the support blocks is smaller; correspondingly longer for a longer container. The spacing of the support brackets in this buoyancy protection is determined by the distance of the rails on the anchor plate side, which are guided in the guide channels of the support brackets. In the case of a container that is shorter in terms of its length, the anchor plates are correspondingly shorter, as is the distance between the rails guided in the support blocks. In the case of a longer container, the anchor plates are correspondingly longer and thus also the distance between the rails guided in the trestles. In this respect, one and the same support brackets can be used to form buoyancy safeguards of different lengths, to which anchor plates of different lengths are connected or are connected, depending on the length of the container to be placed thereon. It is also possible to design the anchor plates themselves in two parts, for example, so that the length adjustment of the buoyancy protection is carried out by varying one of the two anchor plate modules. Depending on the length of the desired buoyancy protection, a second such module with the required remaining length is connected to one and the same anchor plate support bracket basic module in such a configuration. This is possible in a simple manner by connecting the anchor plates of the two anchor plate modules on the face side. Of course, due to the modularity described, buoyancy safeguards can also be created that consist of three or more modules.
In einer anderen Ausgestaltung ist vorgesehen, dass eine Ankerplatte zwei Ankerplattenschienen aufweist, wobei eine der beiden Schienen teleskopartig in der anderen Schiene geführt ist. Somit kann die Länge einer solchen Ankerplatte durch Verschieben der beiden Ankerplattenschienen eingerichtet werden. An jeder Ankerplattenschiene ist eine in einen Führungskanal eines Auflagerbockes eingreifende Schiene angeschlossen. Auf einer solchen Ausgestaltung ist eine Anpassung des Abstandes der Auflagerböcke in Abhängigkeit von der Länge des darauf aufzustellenden Behälters möglich. Bei diesem Konzept ist die Einrichtbarkeit typischerweise stufenlos vorgesehen.Another embodiment provides that an anchor plate has two anchor plate rails, one of the two rails being guided telescopically in the other rail. The length of such an anchor plate can thus be set up by moving the two anchor plate rails. A rail engaging in a guide channel of a support bracket is connected to each anchor plate rail. In such a configuration, it is possible to adapt the spacing of the support brackets as a function of the length of the container to be placed thereon. With this concept, the setup is typically provided in a stepless manner.
Die Ankerplatten selbst können über Griffe verfügen, um ein Ausziehen derselben aus ihrer Nichtbenutzungsstellung in ihre Benutzungsstellung zu vereinfachen. Typischerweise verfügt jede Ankerplatte, sollten Griffe gewünscht sein, über zwei mit einem gewissen Abstand zueinander angeordnete Griffe, wobei der Abstand der Griffe zueinander so vorgesehen ist, dass eine Person beide Griffe gleichseitig problemlos ergreifen kann. Die Griffe selbst können als von den Außenlängsseiten abragende Griffe ausgeführt sein. Wenn die Griffe außenseitig und somit in Bezug auf die Breite der Auftriebssicherung nicht gegenüber den Ankerplatten vorstehen sollen, können diese auch nach oben, typischerweise im Bereich ihres randlichen Abschlusses abragend angeordnet sein. Möglich ist es auch, die Griffe als Griffdurchbrüche in die Ankerplatten einzubringen. Der eine Griff oder das Griffpaar befindet sich mittig zwischen den typischerweise zwei Schienen. Auf diese Weise ist gewährleistet, dass die in den Führungskanälen der Auflagerböcke geführten Schienen beim Herausziehen derselben nicht verkanten.The anchor plates themselves can have handles to make it easier to pull them out of their non-use position into their use position. Typically, each anchor plate, if handles are desired, has two handles arranged at a certain distance from one another, the distance between the handles being such that one person can easily grasp both handles on the same side. The handles themselves can be designed as handles that protrude from the outer longitudinal sides. If the handles should not protrude from the outside of the anchor plates in relation to the width of the buoyancy protection, these can also be arranged at the top, typically protruding in the area of their edge termination. It is also possible to insert the handles into the anchor plates as handle openings. One handle or the pair of handles is located in the middle between the typically two rails. This ensures that the rails guided in the guide channels of the support blocks do not tilt when they are pulled out.
Nachfolgend ist die Erfindung anhand eines Ausführungsbeispiels unter Bezugnahme auf die beigefügten Figuren beschrieben. Es zeigen:
- Fig. 1:
- Eine perspektivische Ansicht eines Flüssiggasbehälters angeschlossen an eine Auftriebssicherung mit ihren Ankerplatten in Benutzungsstellung,
- Fig. 2:
- eine perspektivische Darstellung der Auftriebssicherung der Figur 1 ohne den Behälter,
- Fig. 3:
- eine perspektivische Darstellung eines Auflagerbockes der Auftriebssicherung der vorstehenden Figuren,
- Fig. 4:
- eine Seitenansicht des Auflagerbockes der
Figur 3 , - Fig. 5:
- eine Stirnseitenansicht der Auftriebssicherung der
Figur 2 , - Fig. 6:
- die Auftriebssicherung in ihrer Stirnseitenansicht mit den Ankerplatten in ihrer Nichtbenutzungsstellung und
- Fig. 7:
- die Auftriebssicherung entsprechend einer Darstellung der
Figur 2 , jedoch mit ihren Ankerplatten in Nichtbenutzungsstellung.
- Fig. 1:
- A perspective view of a liquid gas container connected to a buoyancy device with its anchor plates in the use position,
- Fig. 2:
- 2 shows a perspective illustration of the buoyancy protection of FIG. 1 without the container,
- Fig. 3:
- 2 shows a perspective illustration of a support block of the buoyancy protection of the preceding figures,
- Fig. 4:
- a side view of the support bracket of the
Figure 3 , - Fig. 5:
- an end view of the buoyancy control of the
Figure 2 , - Fig. 6:
- the buoyancy protection in its front view with the anchor plates in their non-use position and
- Fig. 7:
- the buoyancy protection according to a representation of the
Figure 2 , but with their anchor plates in the non-use position.
Ein Flüssiggasbehälter 1 ist als liegender zylindrischer Behälter ausgeführt und verfügt über einen Dom 2, durch den die Zu- und Ableitungen (nicht dargestellt) geführt sind. Der Flüssiggasbehälter 1 ist auf eine Auftriebssicherung 3 aufgesetzt und mit dieser durch Gurte 4, 4.1 verspannt. Die Auftriebssicherung 3 verfügt als Behälteraufnahme über zwei in Längserstreckung des Behälters 1 voneinander beabstandete Auflagerböcke 5, 5.1. Die Auflagerböcke 5, 5.1 bilden das Unterlager für den Flüssiggasbehälter 1. Angeschlossen an die Auflagerböcke 5, 5.1 sind der Längserstreckung des Flüssiggasbehälters 1 folgend an jeder Seite jeweils eine Ankerplatte 6, 6.1. Bei den Ankerplatten 6, 6.1 handelt es sich um profilierte Blechteile. Die Profilierung der Ankerplatten 6, 6.1 dient ihrer Versteifung. Bei dem dargestellten Ausführungsbeispiel sind diese nach Art eines "W" profiliert. Eine Auslegung der Ankerplatten mit einer U-förmigen Profilierung ist ebenfalls möglich, ebenso wie andere Profilierungen. Die Ankerplatten 6, 6.1 sind mittels Schienen 7, 7.1 an die Auflagerböcke 5, 5.1 angeschlossen. In
Nachstehend ist unter Bezugnahme auf die
Die Spannkraft der Gurte 4, 4.1 wird somit in die Seitenwangen 10, 10.1 in Richtung ihrer Ebene eingeleitet. Mit anderen Worten: Die Spannkraft wirkt auf die Seitenwangen 10, 10.1 als Zugkraft in Richtung ihrer ebenen Erstreckung. Ein solcher Gurtanschluss ist zweckmäßig, da in diese Seitenwangen und damit in den Auflagerbock 5 die Gurte 4, 4.1 auch mit hoher Spannkraft angeschlossen werden können, ohne dass die Seitenwangen 10, 10.1 hierzu einer besonderen Verstärkung bedürften. An die Bodenplatte 9 des Grundelementes 8 sind, wie aus
Eingetragen ist in der
Deutlich erkennbar ist, dass die Ankerplatten 6, 6.1 in ihrer Benutzungsstellung insgesamt über der projizierten Breite 17 der Grundfläche des Flüssiggasbehälters 1 hervorstehen. Somit ist die gesamte Oberfläche der Ankerplatten 6, 6.1 für eine Auftriebssicherung wirksam.It can be clearly seen that the
An die Vierkantprofile 14, 14.1 sind Füße 18 angebracht, über die der Auflagerbock 5 bodenseitig aufsteht. Die Höhe der Füße 18 ist so bemessen, dass die Ankerplatten 6, 6.1 keinen Bodenkontakt haben. Dies erlaubt ein einfaches Verstellen der Ankerplatten 6, 6.1 aus ihrer Nichtbenutzungsstellung in ihre Benutzungsstellung bei bodenseitig aufgestellter Auftriebssicherung.
Die Stirnseitenansicht der
Während in den
Bei den in den Figuren gezeigten Ankerplatten 6, 6.1 sind diese aus zwei Ankerplattenstücken zusammengesetzt. Die Ankerplatten können selbstverständlich auch aus einem durchgehenden Ankerplattenstück gefertigt sein.In the
Die Erfindung ist anhand von Ausführungsbeispielen beschrieben worden. Ohne den Umfang der geltenden Ansprüche zu verlassen, ergeben sich für einen Fachmann zahlreiche weitere Möglichkeiten, die beanspruchte Auftriebssicherung zu verwirklichen, ohne dass dieses im Rahmen dieser Ausführungen im Einzelnen dargelegt werden müsste.The invention has been described using exemplary embodiments. Without departing from the scope of the applicable claims, there are numerous other possibilities for a person skilled in the art to implement the claimed buoyancy protection without this having to be explained in detail in the context of these statements.
- 11
- FlüssiggasbehälterLPG tank
- 22nd
- DomCathedral
- 33rd
- AuftriebssicherungBuoyancy protection
- 4,4.14.4.1
- Gurtbelt
- 5, 5.15, 5.1
- AuflagerbockSupport bracket
- 6, 6.16, 6.1
- AnkerplatteAnchor plate
- 7, 7.1, 7.2, 7.37, 7.1, 7.2, 7.3
- Schienerail
- 88th
- BasiselementBasic element
- 99
- BodenplatteBase plate
- 10, 10.110, 10.1
- SeitenwangeSidewall
- 1111
- Vertiefungdeepening
- 1212th
- SchließblechStriking plate
- 13, 13.113, 13.1
- Öffnungopening
- 14, 14.114, 14.1
- VierkanthohlprofilSquare hollow profile
- 1515
- Anschlagattack
- 1616
- StirnseiteFace
- 1717th
- Breite der projizierten BehältergrundflächeWidth of the projected container footprint
- 1818th
- Fußfoot
- 19, 19.119, 19.1
- GriffHandle
Claims (15)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202018105827.4U DE202018105827U1 (en) | 2018-10-11 | 2018-10-11 | Buoyancy protection for an earth-covered container and earth-covered container to be erected with such a buoyancy protection |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3636985A1 true EP3636985A1 (en) | 2020-04-15 |
EP3636985B1 EP3636985B1 (en) | 2021-04-14 |
Family
ID=64662378
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19201870.3A Active EP3636985B1 (en) | 2018-10-11 | 2019-10-08 | Uplift prevention device for a soil-covered container and soil-covered container provided with such a device |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP3636985B1 (en) |
DE (1) | DE202018105827U1 (en) |
DK (1) | DK3636985T3 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111795301A (en) * | 2020-07-09 | 2020-10-20 | 常德市广汇气体有限公司 | System for seamless gas cylinder is regularly inspected and is swept sign indicating |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2766256A1 (en) * | 1997-07-15 | 1999-01-22 | Totalgaz Snc | Base for anchoring underground domestic LPG tank |
DE69604351T2 (en) * | 1995-08-16 | 2000-03-30 | Metallurg Liotard Freres Paris | Underground tank resistant to hydrostatic buoyancy |
US6345933B1 (en) | 2000-04-03 | 2002-02-12 | Clawson Tank Company | Tank with backfill deflectors |
EP1433722A1 (en) | 2002-12-27 | 2004-06-30 | Barth, Stefanie | System for preventing the bouyancy of subsurface installed liquid gas tanks |
EP1857728A2 (en) * | 2006-05-18 | 2007-11-21 | Giovanni Poillucci | Protection system for gas tank and gas tank including said protection system |
DE202013100382U1 (en) * | 2013-01-28 | 2013-02-07 | TIS Transport Installation Service GmbH | LPG tank system and buoyancy control device therefor |
-
2018
- 2018-10-11 DE DE202018105827.4U patent/DE202018105827U1/en not_active Expired - Lifetime
-
2019
- 2019-10-08 EP EP19201870.3A patent/EP3636985B1/en active Active
- 2019-10-08 DK DK19201870.3T patent/DK3636985T3/en active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE69604351T2 (en) * | 1995-08-16 | 2000-03-30 | Metallurg Liotard Freres Paris | Underground tank resistant to hydrostatic buoyancy |
FR2766256A1 (en) * | 1997-07-15 | 1999-01-22 | Totalgaz Snc | Base for anchoring underground domestic LPG tank |
US6345933B1 (en) | 2000-04-03 | 2002-02-12 | Clawson Tank Company | Tank with backfill deflectors |
EP1433722A1 (en) | 2002-12-27 | 2004-06-30 | Barth, Stefanie | System for preventing the bouyancy of subsurface installed liquid gas tanks |
EP1857728A2 (en) * | 2006-05-18 | 2007-11-21 | Giovanni Poillucci | Protection system for gas tank and gas tank including said protection system |
DE202013100382U1 (en) * | 2013-01-28 | 2013-02-07 | TIS Transport Installation Service GmbH | LPG tank system and buoyancy control device therefor |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111795301A (en) * | 2020-07-09 | 2020-10-20 | 常德市广汇气体有限公司 | System for seamless gas cylinder is regularly inspected and is swept sign indicating |
Also Published As
Publication number | Publication date |
---|---|
DK3636985T3 (en) | 2021-06-28 |
EP3636985B1 (en) | 2021-04-14 |
DE202018105827U1 (en) | 2018-11-27 |
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