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WO2019170693A1 - Conteneur métallique praticable à pied, procédé de fabrication d'un conteneur métallique praticable à pied, bâtiment - Google Patents

Conteneur métallique praticable à pied, procédé de fabrication d'un conteneur métallique praticable à pied, bâtiment Download PDF

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Publication number
WO2019170693A1
WO2019170693A1 PCT/EP2019/055476 EP2019055476W WO2019170693A1 WO 2019170693 A1 WO2019170693 A1 WO 2019170693A1 EP 2019055476 W EP2019055476 W EP 2019055476W WO 2019170693 A1 WO2019170693 A1 WO 2019170693A1
Authority
WO
WIPO (PCT)
Prior art keywords
walk
container
metal
metal container
supports
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.)
Ceased
Application number
PCT/EP2019/055476
Other languages
German (de)
English (en)
Inventor
Robert Dittmann
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.)
Antepost GmbH
Original Assignee
Antepost GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Antepost GmbH filed Critical Antepost GmbH
Priority to EP19711512.4A priority Critical patent/EP3762314B1/fr
Publication of WO2019170693A1 publication Critical patent/WO2019170693A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • 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
    • B65D88/02—Large containers rigid
    • B65D88/12—Large containers rigid specially adapted for transport
    • B65D88/122—Large containers rigid specially adapted for transport with access from above
    • B65D88/124—Large containers rigid specially adapted for transport with access from above closable top
    • B65D88/126—Large containers rigid specially adapted for transport with access from above closable top by rigid element, e.g. lid
    • 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
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/02—Wall construction
    • B65D90/08—Interconnections of wall parts; Sealing means therefor
    • 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
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/22—Safety features
    • B65D90/24—Spillage-retaining means, e.g. recovery ponds

Definitions

  • the present invention relates to a walk-in
  • Cargo containers made of sheet steel proven. In addition to the smaller 20-foot container with dimensions of 6 m x 2.4 m x 2.6 m, the most common type of container is the 40-foot container measuring 12.2 m x 2.4 m x 2.6 m.
  • Such sturdy containers is the protected and / or secured housing and / or transportation of devices, machines and / or the like, such as e.g. Emergency generators in the MW power range.
  • DE G 89 05 030 discloses a
  • the wall panels and the Roof elements are made of trapezoidal corrugated sheets and fastened with screws to corner posts to provide a stable and stable container.
  • EP 2 101 017 A2 discloses a transportable data center module in the form of a steel container whose side wall elements and roof elements made of folded sheets are welded to base supports and supports of the container.
  • Container ships whose loading areas correspond to
  • Telecommunications companies companies that offer on the Internet storage locations and the like more, operate appropriate facilities or facilities in various countries, often far from any reliable
  • the present invention is therefore based on the object to reduce disadvantages of the specified in the introduction described prior art, walk-in container.
  • the present invention relates to a walk-in metal container, in particular for accommodating an emergency generator comprising wall elements and a roof element.
  • a walk-in metal container is designed as a floor-free hood.
  • a concrete foundation on which these components can be placed For example, a concrete foundation on which these components can be placed.
  • the hood designed, walk-in metal container can also be supported on such a prepared foundation or the like or placed directly to a sheltered space formed by him for therein to be accommodated
  • Devices in particular an emergency generator or the like to be able to provide.
  • At least one wall element and / or the roof element is manufactured as a container prefabricated element, in particular comprising a static basic construction of at least one metal sheet and supports, supports and possibly one or more intermediate struts, which are particularly preferably statically bolted to the metal sheet by means of screws, the shank of the screw between thread and
  • Screw head has a smaller diameter than in the portion in which the thread is formed so that the thread engages only in the supports, supports and / possibly one or more intermediate struts, with which the sheet metal plate in question is screwed, so that the Screw on both by means of her parts to be joined, metal sheet on the one hand and support, or supports or intermediate struts on the other hand, exert a tightening torque and thus both can press against each other.
  • support, supports and / or possibly the intermediate struts can be static bolted to each other and / or each other by means of screws. For example, at two
  • a roof element with a wall element or a wall or roof element with one with another wall or roof element.
  • a walk-in metal container viewed from more than one section in one direction
  • the walk-in metal container can be assembled easily and independently of weather conditions, which, if necessary, the achievement of the predetermined quality for the
  • the structure can be reliably terminated.
  • the thread of the screw can be formed in all disclosed embodiments as an auto-cutting thread. This allows the screw when screwing in a
  • the shank of the screw may have a sharpened portion at the end opposite the screw head
  • both in the metal sheet and in the other component which may be a
  • Carrier Carrier, a support and / or an intermediate strut, and around the screw therein, a the respective
  • Be applied component sealing sealing sealant in particular from a spreadable and / or flowable Material for sealing the leak caused by the hole at this location of the component in question.
  • a sealing and / or compression material may be arranged between the metal sheet and the supports, the supports and possibly the one or more intermediate struts, in particular a sealing band and / or compression band, for sealing leaks between the relevant components.
  • the at least one wall element and / or the roof element can be manufactured as a container prefabricated element, in particular comprising a static basic construction of at least one metal sheet and supports, supports and optionally one or more intermediate struts, which particularly preferably with the metal sheet Static firmly bonded, and / or a
  • Metal container is effected immediately and the adhesive connection has time to cure and thus to further increase its stability and / or tightness.
  • a wall and / or roof element as a container prefabricated element, these can be prefabricated at one location in each case as separate components and spent in space-saving and therefore also much easier to handle manner to their site. Suburb then can the individual container precast elements, in a further advantageous manner by means of a comparatively simple lifting means, such as a mounted on a truck loading and unloading crane, a wheel loader, a construction crane or the like from the transport to the final
  • the at least one wall element and / or the roof element can be manufactured as a container prefabricated element, in particular comprising a static basic construction of at least one metal sheet and supports, supports and possibly one or more
  • Metal container in the form of a floor-free hood
  • At least one of the side wall elements and / or at least the roof element may comprise at least one metal sheet, which for forming a static basic construction of the respective
  • Container element e.g. by means of an adhesive layer, with at least one support element, e.g. a support and / or at least one support and / or at least one
  • an adhesive layer has the advantage that the individual components for the preparation of the respective static basic construction of the relevant container element can be assembled quickly and thus saving time and statically firmly connected to each other. For this purpose, a much smaller amount of work is required, as it would be the case comparatively by welded joints.
  • the technical effect is considered to be particularly advantageous in that, by virtue of the fact that the individual components are glued together, they can be joined together cleanly and essentially gap-free, so that there is a smooth outer surface free from any production-related unevenness can be provided over the entire outer wall region of the relevant container element.
  • Components such as metal sheets represent this, can absorb laterally introduced into it tensile effects in two opposite directions, as otherwise only in
  • struts e.g. a frame construction that is the case.
  • vertical force components introduced into the relevant container element can be received in a known manner by means of horizontally aligned supports and vertically oriented supports.
  • struts be expedient, for example in the form of angle elements.
  • a first leg of the angle by means of the adhesive layer can be firmly connected to the metal sheet and a second leg to ensure a rigid structure and thus a bending-resistant effect against bending of the relevant metal sheet.
  • the required lateral stability can be imparted.
  • Metal container elements side wall elements and / or
  • Roof element to be interconnected by means of an adhesive layer.
  • at least one of the support elements and / or one of the supports of a first container element can be connected to at least one of the support elements and / or one of the supports of a second container element by means of an adhesive layer.
  • the walk-on metal container can be constructed from prefabricated wall elements as container precast elements, in particular with a roof element prefabricated as a container precast element.
  • Roof element of the walk-in metal container in its or its longitudinal extent and / or in the or the
  • individual segments or parts of a wall element can be placed in series next to each other and / or one above the other in order to assemble this into its final shape.
  • they are frontal
  • the individual segments or parts need not necessarily be arranged in one plane. It may also be an overlapping and / or at an angle not equal to 180 °, more preferably 90 ° trained
  • Connection can be realized. For example, for forming a corner connection area.
  • the roof element may in this sense, e.g. to form a flat roof surface, also preferably composed of frontallyliablesgenden segments or parts, for example along the
  • Container longitudinal extension juxtaposed. Particularly preferably resting on the wall elements.
  • supplementary segments or supplemental parts can be provided, preferably on the wall element frontally placing.
  • These supplementary segments or supplementary parts can either be associated with the roof element or its segments or parts and / or the wall element or its segments or parts and, if appropriate, form the edges of a building.
  • Metal container should be required as the usable longitudinal extent of a transport container available for the transport of prefabricated container elements.
  • complementary connecting elements may preferably be provided for increasing the static properties of the roof element, e.g. Additional supports and / or supports.
  • Transport container are designed.
  • a sealing and / or corrosion protection layer in particular an adhesive layer, in particular between supports and / or between supports and / or between beams and columns. That is, this adhesive layer may be an insulating layer and / or a corrosion protection layer for
  • columns and intermediate struts can also Cold bridges, as they are otherwise avoided by direct contact of conductive materials, as they represent these metal components of the individual container elements.
  • a layer of insulating material in particular with a double-layered layer of insulating material.
  • the interior of the walk-in metal container on the one hand can be thermally decoupled from the external environment at least strongly. This is particularly important in terms of required minimum and maximum temperatures in the container interior of great importance, especially if their site in areas with correspondingly low or high
  • the interior of such a walk-in metal container in an environment with a comparatively high external noise pollution in the interior can provide a sound-proof, correspondingly quiet space against this.
  • the walk-on metal container may comprise a concrete base and / or a concrete foundation, in particular further comprising a sealing means between a concrete element and at least one wall element, preferably in the form of a joint tape.
  • a concrete base and / or the concrete foundation can preferably walk in the foot of trained as a floor-free hood
  • Metal container both below and particularly preferably laterally surrounding the relevant container elements be arranged or formed.
  • Metal container both below and particularly preferably laterally surrounding the relevant container elements be arranged or formed.
  • the relevant container elements be arranged or formed.
  • the relevant container elements For example, in the form of swelling concrete. This can, especially after the
  • the sealing means between the bottom element and the wall element serve to prevent the penetration and / or leakage of liquids, in particular water and / or equipment in the container interior in or out of this.
  • the concrete base and / or the concrete foundation can be placed on a concrete floor slab, which in particular has a liquid overflow collecting basin. This allows the as a floor-free hood
  • the present invention relates to a method for producing a walk-in metal container
  • the walk-in metal container is made as a floor-free hood, in particular as
  • Container prefabricated elements prefabricated wall elements and a roof element.
  • the method is carried out such that the walk-on metal container is assembled at the site by the container prefabricated elements assembled and interconnected, in particular glued together These are particularly preferably at least selectively supported on a concrete base and / or a concrete foundation and / or at least selectively in their foot areas a concrete base and / or a concrete foundation is or will be arranged.
  • potting material such as, for example, aluminum
  • Concrete in particular spring concrete, is attached, in particular to anchor the walk-in metal container.
  • Potting compound are arranged, e.g. a joint tape or the like. in particular for sealing the walk-in metal container against penetration and / or leakage of liquids, e.g. Water and / or equipment.
  • the invention further relates to a building comprising a walk-in metal container, in particular for
  • this structure refers to the structure by means of which the positioning mandrel on the relevant one Container element can be fastened.
  • a receptacle and the complementary structure is referred to, which is formed on the first container element to be connected to the second container element, with which the
  • a plurality of such receptacles and positioning mandrels may be formed on the one and / or the correspondingly complementary container element in order to further improve the assembly and facilitate.
  • the training as a flow bore has the advantage that in the preparation of the relevant hole, the material melts in the edge region and combined with the surrounding materials of other components, such as the metal sheet with a support, a support or an intermediate strut, mechanically strong and moisture-proof.
  • the material of the optionally intermediate adhesive of the adhesive layer also fuses and is either evaporated or combined with the molten metal and seals it in the space occupied by it against ingress of moisture and water into the interior of the construction of the walk-in metal container. This ensures that no moisture or water in the
  • Roof element, receiving elements are designed for fall protection, especially as created by means of a flow hole anchor points.
  • a fence or a railing on the top of the walk-in metal container, ie on the roof are placed. For example, if maintenance and / or repair activities are required. Outside such time, such a fall protection is not required and the elements concerned can be removed again.
  • Fixing means such as a thread or a bayonet lock or the like, to ensure a firm connection of the fall protection with the container.
  • Fixing means such as a thread or a bayonet lock or the like, to ensure a firm connection of the fall protection with the container.
  • Closing elements are arranged, for example
  • Dummy plugs preferably with sealing elements, such as a 0-ring, in order to prevent moisture from entering
  • the present invention relates to a method for producing a walk-in metal container
  • Rear wall element by gluing metal sheets with supports and / or supports and / or intermediate struts by means of a
  • Adhesive layer is made, in particular preferably also at least two of these metal container elements are also connected to each other by means of such an adhesive layer.
  • Figures 1 and 2 a perspective view of a than
  • Figure 3 a side view of such as
  • Figures 4 and 5 a side wall element or a roof element, consisting of metal sheets and thus
  • Figure 9 a plan view of metal sheets with
  • FIGS. 10 and 11 are partial cross-sectional views of connecting areas between roof and side elements
  • FIG. 12 a cross-sectional view with respect to FIG.
  • FIG. 13 shows a cross section through a receiving element for a fall protection and a closure means inserted therein;
  • FIG. 14 an exemplary, perspective view on exploded in exploded view shown container elements, in particular container precast elements, as well
  • Figure 15 a schematic, fragmentary
  • FIG. 16 by way of example and schematically a
  • Metal container in which a metal sheet with supports, supports or intermediate struts is screwed statically firmly by means of screws.
  • Figure 1 shows a floor-free hood
  • Wall elements such as a front wall element 2, a rear wall element 3, side wall elements 4 and a roof element 5.
  • walk-in metal container is characterized by the fact that it is designed as a floor-free hood.
  • respective container element 2 to 5 are metal sheets 6 by means of an adhesive layer 10 with carriers 7, supports 8 and intermediate struts 9 are connected (see also Figures 4 to 6).
  • the in the built state of designed as a bottomless hood, walk-in metal container 1 horizontally arranged carrier 7 and vertically arranged supports 8 are shown schematically in Figure 1 for better visualization.
  • sheet-metal panels 6 abut each other on the front side, with their respective edges overlapping the supports 8 (cf., in turn, FIGS. 4 to 7).
  • the individual container elements 2 to 5 may be connected to each other by means of an adhesive layer 10.
  • an adhesive layer 10 for example, prefabricated container elements 2 to 5, so to speak as a package to the respective site
  • Metal container elements only need to be cleaned, coated with adhesive, and coated with the complementary surface of the second one to be attached to a first metal container element
  • Metal container element are joined together. After a short curing time of the adhesive layer 10, after joining all associated container elements 2 to 5 of the walk-in metal container 1 ready for its use.
  • a fall arrest 11 is fastened by means of receiving elements 12 formed on the roof element 5.
  • a cooling device 13 here by way of example in the form of a table cooler, is arranged on the roof element 5.
  • a mounting opening 15 is shown, through which parts of an emergency power unit 16 arranged in the interior of the container 1 are visible.
  • a mounting frame 17 for example, so heavy-duty replacement parts out of the interior of the container and / or to be able to move back into this.
  • the mounting opening is closed by a mounting opening-closing element 14 glued in its frame 15.1 by means of an adhesive layer (see Figure 8).
  • Weather protection grilles esp. i.d.F. of high-speed weather protection grilles for the supply and exhaust air of the container 1 against ingress of moisture and rain in particular can be provided.
  • Figure 2 shows a similar perspective view as Figure 1, but in contrast without the metal sheets 6 on the side wall elements 4 and without the other hoods 18, 19 on the front and rear wall elements 2, 3rd
  • FIG. 3 shows the floor-free hood
  • the supports 8 of the front wall element 2 and the rear wall element 3 are respectively fixedly connected to the two end faces 8 of the side wall element 4 and each end face directly by means of the adhesive layer 10.
  • Figure 4 shows purely schematically and by way of example a structure of a side wall element 4. In this case are on the viewed in plan view bottom metal plates 6 each with their
  • the supports 10 are here exemplified in the form of "I" - or double “U” carriers formed and the intermediate struts 9 as an angle.
  • the example As a square tubes trained support elements 8 are positioned on the metal sheets 6 so that they are preferably centered on the impact of the metal sheets and cover the same extent on both sides.
  • a good bearing surface for the metal sheets on the support 8 causes and on the other hand on both sides of the butt joint out maximum width strip of adhesive layer for fixing the respective components 6, 8 with each other and for simultaneous achievement of the widest possible sealing / sealing and / or corrosion protection layer against ingress of moisture at these joints.
  • the same advantage of wide-area bonding can also be achieved with the connection of the individual metal container elements 2 to 5 to the structure of the walk-on metal container.
  • FIG. 5 in correspondence with FIG. 4, shows an exemplary and schematic representation of a roof element 5, comprising metal sheets 6, supports 7, supports 8 and intermediate struts 9, each of which in turn is arranged therebetween
  • FIG. 6 shows schematic cross-sectional representations of connecting regions between metal sheets 6, supports 8 and an intermediate strut 9, each having an adhesive layer 10 arranged therebetween.
  • FIG. 7 shows an enlarged view of the left-hand connection point from the cross-sectional representations of FIG. 6.
  • Two sheet-metal plates abutting on the end face rest on an adhesive layer 10 comprising spacer particles 10.1 and are connected to the support 8 by means of this. Namely, at any point with the same distance 10.2, due to the in the adhesive layer 10 forming adhesive distributed spacer particles 10.1, for example in the form of glass beads.
  • the adhesive layer 10 may advantageously also form an insulating layer between the metal sheets 6 and the support 8, also made of conductive material, such as steel or aluminum. In a further advantageous manner, this adhesive layer 10 also forms a
  • Corrosion protection layer for the components coated with it out.
  • this adhesive layer 10 can prevent the penetration of moisture at these joints due to their fixed connection between the individual, interconnected components and their areal extent, so seal the joints.
  • Insulating material 20 eg. Heat and / or sound, and this one on the sheet metal panel 6 opposite side of the respective container component 2 to 5 arranged
  • FIG. 8 schematically illustrates a fragmentary view
  • an adhesive layer 10 is formed, by means of which the
  • Adhesive layers 10 are also applied to the other connection points between the individual components of trained as a floor-free hood, walk-in metal container, such as metal sheets 6, support 8, intermediate strut 9, which is exemplified here as DIN rail.
  • This intermediate strut 9 preferably has the same height as a first layer of insulating material 20, so that in a further advantageous manner, a second such
  • Insulating layer 20 can be placed over both. For example, to form a full-coverage insulating layer.
  • FIG. 9 shows by way of example and symbolically
  • FIGS. 10 and 11 each show a fragmentary cross-sectional representation in the connection region between the roof element 5 and a sidewall element 4, which is shown by way of example generally, which may also be a front wall element 2 or a rear wall element 3.
  • FIG. 10 shows the
  • an adhesive layer 10 is introduced between the two carriers 7. This can for example after front, rear wall element and
  • the adhesive layer 10 causes both a statically effective fixation and insulation and in particular a
  • FIG. 11 shows a fragmentary cross-sectional view along the longitudinal course of the two supports 7 from FIG. 10 during the assembly of the roof element 5 with the elements
  • a side wall element 4 arranged underneath, other container elements, here a side wall element 4.
  • a receptacle 25 is formed, in which a positioning mandrel 24 is inserted.
  • the tip of the positioning mandrel 24 points in the direction
  • Positioning hole 27 is positioned until it finally rests accurately on the substructure.
  • Figure 12 shows schematically the formation of a so-called flow bore 28 by means of a flow drill 29. It is, starting from the outside first the metal sheet 6, then the underlying adhesive layer 10 and then drilled the wall 7.1 of a support 7 and thereby the materials of these components Melting brought so that they flow into each other and constitute a hermetically sealed bore to the outside. In this can be cut a thread below, in which, for example, a
  • a support member of a fall arrest 11 or a closure member 30, preferably using a seal 31, are used to these against
  • the wall element 4 can comprise, for example, a base wall element 4.1 and one or more supplementary wall elements or supplementary wall elements 4.2.
  • a base wall element 4.1 and one or more supplementary wall elements or supplementary wall elements 4.2.
  • walk-in metal container to increase the overall length the in parts to be transported to his site and finished on site.
  • the roof element 5 may comprise one or more base roof elements 5.2 and one or more supplementary roof elements 5.1, for example around the top of the roof
  • Total height and / or to achieve a greater overall width of the walk-in metal container can be arranged.
  • FIG. 15 shows a schematic, fragmentary view
  • a wall element 4 shown container element is enclosed in its foot by a concrete base 32 or a concrete foundation 32, which is made for example of spring concrete. This is based on the concrete floor plate 33 and is connected by means of a reinforcement 35 and non-positively.
  • a sealant 36 e.g. in the form of a joint tape, ensures that between the concrete base plate 33 and the concrete base 32 placed thereon or the concrete foundation 32 no moisture can penetrate.
  • the sealing means 34 which is arranged between the underside of the wall 4, in particular its support 7 and the surrounding concrete base 32 or concrete foundation 32.
  • the underside of the side wall element 4 is shown at a distance from the concrete base plate 33.
  • This can for example be realized by interposed spacers (not shown here), on which the side wall element 4 at Structure of designed as a bottomless hood, walk-in metal container a support for the bottom element 4,
  • the foot region can for training one or more concrete base and / or one, preferably at least over certain longitudinal extent through continuous concrete foundation 32 with filling material, particularly preferably with swelling concrete, and cast off.
  • a continuous concrete foundation 32 additionally offers the advantage of a liquid-tight connection in this area between the wall element 4 and the concrete floor slab 33.
  • walk-in container 1 leaking liquid, such.
  • Emergency power unit to be able to catch a concrete overflow basin 37 may be provided in the concrete floor slab. This can for example be in the form of a
  • one or more can additionally, preferably in the edge region of the container interior, additionally be provided
  • Liquid overflow grooves 38 may be formed, which are particularly preferably connected to the liquid overflow basin 37.
  • a submersible pump 39 can be ensured that at corresponding level in the
  • Liquid can be pumped out.
  • connection to the required infrastructure such as electricity, inflow and sewage, connection to the liquid overflow basin and the like more, in particular also to provide liquid-tight, is purely exemplary and
  • This supply line 39 may well but also in the form of a
  • Supply shaft or channels be realized, depending on the requirement.
  • FIG. 16 shows an example and schematically a
  • Screws 40 is firmly bolted static.
  • FIG. 1 shows the walk-in metal container so that in him at least one wall element 2-4 and / or the roof element 5 is manufactured as a container prefabricated element, in particular comprising a static basic construction of at least one metal sheet 6 and beams 7, supports 8 and optionally one or more intermediate struts 9, which are particularly preferably screwed statically firmly to the metal sheet 6 by means of screws 40, wherein the shank 41 of the screw 40 between the thread 42 and the screw head 43 has a smaller diameter 44 than in the section in which the thread 42 is formed, so that the thread 42 only in the carriers 7, supports 8 and / optionally one or more intermediate struts 9 engages, with the relevant metal sheet 6 is screwed, so that the screw 40 to connect both by means of her Parts, metal sheet 6 on the one hand and support 7, or supports 8 or intermediate struts 9 on the other hand, exert a torque and thus b can firmly press against each other.
  • the thread 42 of the screw 40 can be at all
  • disclosed embodiments may be formed as an auto-cutting thread, so that the screw 40 when screwing into a correspondingly provided hole 45 a complementary to their own thread 42 mating thread 46 cuts into the wall 47 of the hole 45.
  • the shank 41 of the screw 40 points to the, the screw head 43 opposite a pointed portion 48 to the attachment of the screw 40 at the hole 45 to
  • a sealing and / or compression material 50 is arranged, in particular a sealing tape and / or compression band, for sealing
  • this sealing and / or compression material 50 is partially cut away around the area of the holes 45 in FIG. 16.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

La présente invention concerne un conteneur métallique praticable à pied, destiné en particulier au montage d'un groupe de secours, ledit conteneur comportant des éléments formant parois et un élément formant toit. L'invention se caractérise en ce que le conteneur métallique praticable à pied se présente sous forme de capot sans fond.
PCT/EP2019/055476 2018-03-08 2019-03-06 Conteneur métallique praticable à pied, procédé de fabrication d'un conteneur métallique praticable à pied, bâtiment Ceased WO2019170693A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP19711512.4A EP3762314B1 (fr) 2018-03-08 2019-03-06 Conteneur métallique praticable à pied, procédé de fabrication d'un conteneur métallique praticable à pied, bâtiment

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102018105332.0 2018-03-08
DE102018105332.0A DE102018105332A1 (de) 2018-03-08 2018-03-08 Begehbarer Metallcontainer, insbesondere zur Unterbringung eines Notstromaggregates

Publications (1)

Publication Number Publication Date
WO2019170693A1 true WO2019170693A1 (fr) 2019-09-12

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PCT/EP2019/055476 Ceased WO2019170693A1 (fr) 2018-03-08 2019-03-06 Conteneur métallique praticable à pied, procédé de fabrication d'un conteneur métallique praticable à pied, bâtiment

Country Status (3)

Country Link
EP (1) EP3762314B1 (fr)
DE (1) DE102018105332A1 (fr)
WO (1) WO2019170693A1 (fr)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8905030U1 (de) 1989-04-21 1989-06-22 Siebau Siegener Stahlbauten GmbH & Co KG, 5910 Kreuztal Begehbarer Material-Container aus vorgefertigten Bauteilen
DE9112789U1 (de) * 1991-10-14 1992-01-23 R. & Th. Blass GmbH, 6601 Heusweiler Stellplatz für Abfallcontainer
DE9208652U1 (de) * 1992-06-27 1993-02-11 Ed. Züblin AG, 7000 Stuttgart System-Lagerzellen für Gefahrstoffe
WO2002081339A1 (fr) * 2001-03-22 2002-10-17 Permar Oy Conteneur de transport et procede de transport de fret en palette dans un conteneur de transport
US20070246466A1 (en) * 2006-04-20 2007-10-25 Cakeboxx, Llc Doorless intermodal cargo container
EP2101017A2 (fr) 2008-03-11 2009-09-16 Advanced Shielding Technologies Europe S.L. Centre de données modulaire et portable

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8905030U1 (de) 1989-04-21 1989-06-22 Siebau Siegener Stahlbauten GmbH & Co KG, 5910 Kreuztal Begehbarer Material-Container aus vorgefertigten Bauteilen
DE9112789U1 (de) * 1991-10-14 1992-01-23 R. & Th. Blass GmbH, 6601 Heusweiler Stellplatz für Abfallcontainer
DE9208652U1 (de) * 1992-06-27 1993-02-11 Ed. Züblin AG, 7000 Stuttgart System-Lagerzellen für Gefahrstoffe
WO2002081339A1 (fr) * 2001-03-22 2002-10-17 Permar Oy Conteneur de transport et procede de transport de fret en palette dans un conteneur de transport
US20070246466A1 (en) * 2006-04-20 2007-10-25 Cakeboxx, Llc Doorless intermodal cargo container
EP2101017A2 (fr) 2008-03-11 2009-09-16 Advanced Shielding Technologies Europe S.L. Centre de données modulaire et portable

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EP3762314C0 (fr) 2024-09-11
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