EP3743567B1 - Variable container system - Google Patents
Variable container system Download PDFInfo
- Publication number
- EP3743567B1 EP3743567B1 EP19706864.6A EP19706864A EP3743567B1 EP 3743567 B1 EP3743567 B1 EP 3743567B1 EP 19706864 A EP19706864 A EP 19706864A EP 3743567 B1 EP3743567 B1 EP 3743567B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- elements
- container system
- saddle
- face wall
- end wall
- 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.)
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- 230000000295 complement effect Effects 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000994 depressogenic effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000036316 preload Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure
Definitions
- the invention relates to a variable container system for creating cuboid room cells arranged next to and one on top of the other, which can be used for living or working.
- Containers of the type mentioned are used wherever fixed, immobile facilities are regarded as unprofitable or uneconomical. Containers of the aforementioned type are intended in particular to be able to provide habitable space quickly and flexibly, for example for use as an office, sick room, operating theater and the like.
- the present invention was developed in light of the prior art described above.
- the object of the invention is to further improve the variable container system known from the prior art for creating room cells arranged next to and/or on top of one another and, in particular, to simplify the construction and to increase the structural stability and mechanical load-bearing capacity.
- a room cell comprises: a) a floor element serving as the lower base with a total of four saddle elements arranged at the corners with inclined guide surfaces for Placement of two end wall elements, b) a roof element serving as an upper cover with a total of four saddle elements arranged at the corners with inclined guide surfaces for placing on the two end wall elements, c) two end wall elements each with two inclined lower corner guides for placing on the saddle elements of the floor element and each with two inclined upper corner guides for placing the saddle elements of the roof element on the bulkhead element, wherein d) each guide surface of the floor element is inclined downwards in the direction of the two saddle elements arranged opposite one another; and e) each guide surface of the roof element is inclined in an ascending manner in the direction of the two oppositely arranged saddle elements; and f) the corner guides of the end wall elements each have complementary inclinations to said guide surfaces.
- a floor element has a total of four saddle elements, namely two each for a front end wall element and two each for an opposite rear end wall element.
- the direction of inclination of the saddle elements is selected so that force is exerted on a front wall element by its weight when it is placed on the floor element, specifically a force component acts in the direction of the middle of the front wall element.
- the other force component perpendicular thereto acts in the direction of the opposite end wall element. Due to the inclined guide surfaces of the saddle elements, the end wall element is thus advantageously centered on the floor element when it is placed on the floor element.
- the bulkhead element slides into the intended position due to the force of gravity.
- the opposing end wall elements of a room cell are aligned with one another.
- the bulkhead element is pressed inwards by the other force component.
- the bevelled inclined guide surfaces at the top of the end wall elements allow the roof element to also slide into the centered position when it is placed on the end wall elements. This ensures that further storeys can be positioned.
- the nested elements are thus wedged on the saddle elements and are then connected to each other in a non-slip manner. This creates a self-aligning and self-supporting frame of a room cell.
- the guide surfaces of the saddle elements can each have a convex or concave curvature and the corner guides of the end wall elements can each have a complementary concave or convex curvature. This advantageously increases the guide surfaces.
- a full-surface load-bearing connection is created on the saddle elements in the manner of a ball joint, which ensures even more precise positioning due to the spherical curvature, even with possible production-related tolerances of the components.
- the bulges can either be formed directly onto the saddle elements and corner guides or be designed as correspondingly shaped saddle plates and/or support plates which are placed on the saddle elements and are fastened to the corner guides.
- the saddle elements can each have a truncated cone with an internal thread and the corner guides of the end wall elements can each have a complementary hollow truncated cone that can be placed thereon, with a truncated cone and a hollow truncated cone each being closed by a screw that can be screwed into the internal thread are connectable.
- the bulkhead members may be dismountable to further facilitate transportation and maintenance. They can also be adjustable in width to ensure better adjustment.
- the vertical beams can have lower and upper brackets with elongated holes, with which the horizontal crossbeams can be screwed, in order to enable the width of the end wall elements to be adjusted.
- the end wall elements can be connected to the floor element and the roof element by pulling devices.
- the components are additionally braced and firmly connected to one another.
- Each pulling device is prestressed by two holding elements, with the first holding element for the lower pulling device being fastened in the middle edge area on the inside of a front wall element and the second holding element being fastened on the upper side of the floor element, and with the first holding element also being fastened in the middle edge area for the upper pulling device the inside of an end wall element and the second retaining element is attached to the underside of the roof element, so that an imaginary right-angled triangle is spanned by the two retaining elements and the pulling device.
- a traction device can comprise a steel cable.
- the traction device preferably comprises a traction rod.
- the advantage is that a tie rod can absorb not only tensile but also compressive forces, so that the rigidity of a space cell formed in this way is significantly improved.
- the traction device is designed in such a way that the tension can be adjusted.
- the tension or prestress and thus the angle between the floor element or roof element and the end wall elements can be precisely adjusted.
- a tie rod can have a thread and a socket that accommodates the thread, so that rotating the tie rod changes its length and thus the preload.
- FIG. 1 shows a perspective view of the components of a room cell 1.
- components are "floating", ie shown slightly outside of their plugged-in position.
- a cell 1 of the container system comprises a lower floor element 10, a front 30 and a rear end wall element 30 and an upper roof element 20.
- the roof element 20 is essentially identical to the floor element 10, ie it is the same element without a structural difference exists.
- a floor element 10 thus becomes a roof element 20 within a container system by being fastened “upside down", ie with its underside facing upwards, on the end wall elements 30 .
- the two end wall elements 30 are also structurally identical, so that the room cell 1 shown is essentially composed of only three different load-bearing components 10, 20, 30.
- the floor 10, end wall 30 and roof element 20 have an essentially rectangular basic shape, resulting in a cuboid shape for the room cell 1 overall.
- the components mentioned have an outer, essentially rectangular frame made of steel or aluminum.
- the floor 10 and roof element 20 each have two longitudinal struts 13, 23 and outer and middle stiffening cross struts 14, 24.
- a front wall element 30 comprises two beams 33 which are arranged vertically in relation to the floor element 10 and are spaced apart by a lower and an upper horizontally extending cross beam 34 and are connected to one another by welding.
- the frame structure shown results in rectangular openings for the front 30 and for the floor 10 and roof element 30 as well as on the sides. The interior angles of all openings are always 90 degrees.
- a plate 40 of suitable material with windows 41 is fastened.
- the side walls are supported by several non-structural panels 42 formed and roof element 20 has a cover 43 on.
- the floor element 10 forms a walkable floor. In this way, a closed room cell 1 can be created.
- the underside of the floor element 10 either rests directly on a horizontal floor surface or, in the case of a multi-storey container system, is fastened to the identically constructed roof element 20, as a result of which a floor element (not shown) is formed.
- the two components 10, 20 are attached to one another by means of a screw connection.
- the floor element 10 serves as a horizontal base for the end wall elements 30.
- a saddle element 11 with an inclined guide surface 12 is provided at the four corners of the floor element 10 at the top.
- the guide surfaces 12 are bevelled and arranged in such a way that their slope decreases both in the direction of the outer transverse strut 14 and in the direction of the longitudinal struts 13 .
- the highest point of the guide surfaces 12 is therefore arranged at the outer corner and the lowest point opposite at the inner corner.
- the end wall elements 30 have on the underside of the vertical supports 33 downwardly inclined corner guides 31 which are inclined towards the guide surfaces 12 of the saddle elements 11 of the floor element 10 and can thus be placed on them. Due to the inclined guide surfaces 12 of the floor element 10 and the complementarily inclined corner guides 31 of the end wall elements 30, the end wall elements 30 are not only pressed down by their weight but also centered. In addition, they are pressed inwards in the direction of the longitudinal struts 13 up to the stop elements 15 provided for this purpose, so that they assume the desired position.
- the roof element 20 Since the roof element 20 is essentially structurally identical to the floor element 10, it has four identical saddle elements 21 with inclined guide surfaces 22 at its two corners, but these point downwards, since the roof element 20 turned 180 degrees "upside down".
- the guide surfaces 22 are used to attach the roof element 20 to the two end wall elements 30 which have complementary upper corner guides 31 .
- the roof element 20 is centered in the longitudinal and transverse direction on the two end wall elements 30 solely by its weight.
- the components 10, 20, 30 are fastened by means of the tie rods 50, 51.
- figure 2 shows a perspective view of a room cell 1, which consists of the components figure 1 is put together.
- the bottom floor element 10 serves as the basis for the room cell 1 shown.
- a front 30 and a rear end wall element 30 are placed on the floor element 10 .
- One end of the lower tie rods 50 is fastened to the inside of the vertical supports 33 of the end wall elements 30 and the other end to the longitudinal struts 13 of the floor element 10, so that the tie rods 50 each form a right-angled form triangle.
- On top of the end wall elements 30 is placed an upper roof element 20 which is fastened to the vertical beams 33 of the end wall element 30 by means of upper tie rods 51 in the same way.
- the overall shape of the room cell 1 is a cuboid.
- figure 3 shows a perspective view with four floor elements 10 and two inner walls 44.
- the four floor elements 10 are arranged side by side as shown.
- Two inner walls of the container system are shown above the four floor elements 10 . Because of For clarity, an inner wall 44 is shown "floating", that is, slightly above its intended position.
- a single inner wall 44 is formed from two structurally identical end wall elements 30 fastened to one another. A total of four end wall elements 30 are shown.
- a multi-storey container system with many room cells 10 arranged next to and above one another can therefore be constructed from only three components, namely the floor or roof element 10, 20 and the front wall element 30.
- two end wall elements 30 are fastened to one another in such a way that their beveled upper and lower corner guides 31 form a common, downward-pointing 39 and a common, upward-pointing groove 38, which are each approximately V-shaped in section.
- two floor elements 10 are arranged end to end, so that in each case two saddle elements 11 lying against one another form a joint bung 19 with their inclined guide surfaces 12 which is complementary to the lower groove 39 formed by two end wall elements 30 .
- the two end wall elements 30, which together form an inner wall 44, can be pushed onto the bung 19 with the groove 39, as a result of which two floor elements 10 are firmly connected to one another by the clamping effect of the groove 39.
- the floor elements 10 are identical to the roof elements 20, their saddle elements 21 form the same tongue and groove (not shown), which is also complementary to the upper groove 38 formed by two end wall elements 30 and through the two roof elements 20 by the clamping effect of the groove 38 can be connected to each other in the same way.
- the end wall elements 30 or inner walls 44 are secured after they have been placed on the floor elements 10 by being fastened to the floor elements 10 with the lower tie rods 50 immediately after being pushed on.
- This serves first of all for occupational safety, since it prevents the end wall elements 30 from tipping over.
- the tie rods 50 are designed in such a way that their tension can be adjusted. Therefore, during the further build-up, the tensile stress set and the position of the end wall elements 30 are adjusted.
- the tie rods 50, 51 also improve the stability of a room cell considerably, since they can absorb and dissipate not only tensile but also compressive forces.
- the attachment of components of the container system is always to be understood as a detachable attachment or plug-in connection, since the container system can be used as required and quickly set up and dismantled again.
- figure 4 shows a perspective view of a container system with four room cells 1. It is shown that a single outer wall is formed from a front wall element 30 and a single inner wall 44 from two front wall elements 30. The roof elements 20 are attached to the front wall elements 30 by means of the upper tie rods 51.
- floor elements 10 of the same construction would be fastened to the roof elements 20 and then end wall elements 30 and roof elements 20 etc.
- figure 5 shows a perspective detailed side view of the lower corner area of the room cell 1 figure 1 with components shown "floating" on top of each other.
- a saddle element 11 for placing the vertical supports 33 of the end wall element 30 .
- the saddle member 11 is wedge-shaped and has an upper guide surface 12 with a double slope.
- the guide surface 12 is inclined in direction a to the front cross brace 14 sloping down.
- the guide surface 12 is inclined in direction b toward the longitudinal strut 13 sloping down.
- Complementarily inclined corner guides 31 are provided at the upper and lower ends of the vertical beam 33 and can be placed on the saddle elements 11 .
- the saddle elements 11 center the end wall elements 30 on the cross brace 14 in direction a and also press them in direction b, i.e. in the direction of the longitudinal beams 13 of the floor element, up to the edge of the stop element 15.
- a saddle plate 16 which is flat on the underside and convexly curved upwards on the upper side is provided, which is fastened to the corner guide 31 or to the support plate 36 .
- a support plate 36 is attached to the corner guide 31 and has a complementary concave curvature.
- a holding element 52a for fastening the lower pull rod 50 is fastened to the upper side of the longitudinal strut 13 .
- FIG. 12 shows a perspective front detail view of the components figure 5 .
- the support plate 36 has a concave curvature on the underside and is flat on the upper side.
- the horizontal crossbeam 34 of the end wall element 30 is designed as an angular U-shaped profile with legs 35 of different lengths and pointing downwards. The U-shaped profile of the cross member 34 thus serves as a guide when it is placed on the cross brace 14.
- figure 7 shows a perspective detailed view of the assembled components 10 and 30 from figure 5 .
- the saddle element 11 is shown with the vertical support 33 placed on it, the saddle plate 16 and the support plate 36 being arranged between the corner guide 31 and the saddle element 11 .
- the stop 15 limits the movement of the end wall element 30 in direction b (see figure 5 ), ie in the direction of the longitudinal strut 13.
- the pull rod 50 is attached to the holding element 52a, which in turn is attached to the longitudinal strut 13.
- figure 8 shows a perspective detailed view of the assembled components 10 and 30 from figure 6 .
- the saddle element 11 is shown with the vertical support 33 placed on it, with the saddle plate 16 and the support plate 36 being arranged between its corner guide 31 and the saddle element 11 . It is also shown that the legs 35 encompass the upper area of the cross brace 14 and thus serve as a guide for the cross member 34 .
- figure 9 shows a perspective view of a container system with four room cells 1, the front one being shown floating.
- the floor elements 10 are each fastened to the end wall elements 30 by means of the lower tie rods 50 and the roof elements 20 are each fastened to the end wall elements 30 in a prestressed manner by means of the upper tie rods 51 .
- the tie rods 50, 51 are fastened by the lower holding elements 52a, the middle holding elements 52b and the upper holding elements 52c (not shown, see FIG figure 11 ).
- the tie rods 50, 51 of two spatial cells 1 arranged next to one another run parallel to one another.
- the room cells 1 are connected to one another by screwing.
- figure 10 shows a perspective detailed view of a second embodiment of the container system with two room cells 1, 1'.
- the upper and lower tie rods 50, 51 of the two spatial cells 1 arranged next to one another do not run parallel to one another, but rather cross one another and form an X-shape.
- the lower pull rod 50 which is attached to the longitudinal strut 13 of the floor element 10 by means of the holding element 52a, is not attached to the end wall element 30, which is placed on this floor element 10, but is attached to the end wall element 30 with the holding element 52b''Fixed, which is placed on the adjacent floor element 10'.
- the lower pull rod 50' fastened to this same floor element 10' is correspondingly fastened to the end wall element 30, which is placed on the mentioned floor element 10 arranged next to it.
- the upper tie rod 51 which is attached to the longitudinal strut 23 of the roof element 20, is attached to the end wall element 30', on which the roof element 20' arranged next to it is placed, and the upper tie rod 51', which is attached to the longitudinal strut 23 'of the roof element 20' is attached to the end wall element 30, which is placed on the roof element 20 arranged next to it.
- the upper tie rods 51, 51' also cross one another and form an X-shape.
- space cells 1, 1' arranged next to one another are additionally fastened to one another crosswise and clamped together.
- FIG 11 shows a perspective detailed view of the second embodiment with crosswise bracing of the tie rods 50, 50', 51, 51' as in FIG figure 10 from below.
- the upper support members 52c are shown.
- FIG figure 12 shows a perspective detailed view of a third embodiment.
- One of the four corners of the floor element 10 is shown with a saddle element 11 for placing the vertical supports 33 of the end wall element 30 .
- the embodiment shown differs from the embodiments described above, inter alia, by the saddle element 11.
- the same saddle element 11 is shown in FIG figure 12 shown four times next to each other and respectively denoted by the numerals 11a, 11b, 11c and 11d.
- the saddle member 11 is wedge-shaped and has an upper guide surface 12 with a double slope or bevel, as described above in the other embodiments.
- the surface 12 is not convex but flat.
- a truncated cone 112 with an internal thread 113 is fixed on the surface 12 instead.
- a locking screw 114 with a matching external thread 115 is provided for the internal thread 113 .
- a support plate 136 is arranged between the saddle element 11 and the cap screw 114 and can be fastened to the saddle element 11 with the cap screw 114 .
- the support plate 136 and the end screw 114 are shown "floating" one above the other.
- the support plate 136 has a hollow truncated cone 137 tapered at the bottom, which is complementary to the truncated cone 112 and whose inside diameter is slightly larger than the outside diameter of the truncated cone 112, so that the support plate 136 can be plugged onto the truncated cone 112.
- the bevel of the surface 12 of the saddle element 11 is compensated by the lower bevel of the hollow truncated cone 137 .
- the support plate 136 rests on the surface 12 of the saddle member 11a.
- the cap screw 114 is screwed into its internal thread 113 so that a cap screw ring 117 on the Surface 138 of the hollow truncated cone 137 of the support plate 136 is depressed. Since the diameter of the ring 117 is larger than the surface 138 of the hollow truncated cone 137, the hollow truncated cone 137 or the bearing plate 136 is held securely on the saddle element 11.
- a vertical support 33 of the front wall element 30 is shown floating above it.
- At the upper and lower end of the vertical support 33 are provided complementary inclined corner guides 31 to the saddle element 11, which can be placed on the saddle elements 11.
- the support plate 136 is shown attached to the underside of the bracket 33 or corner guide 31, for example by welding.
- the entire end wall element 30 is fastened to the saddle element 11 by being screwed together using the end screw 114 . This is shown in the case of the saddle element 11d.
- figure 13 shows a perspective detailed view of the third embodiment from the front. It's like in figure 12 one of the four corners of the floor element 10 is shown with a saddle element 11 with a truncated cone 112 for placing the vertical support 33 of the end wall element 30 .
- the two vertical supports 33 and the two horizontal cross supports 34 of the end wall element 30 are not firmly welded to one another, as is the case, for example, in FIG figure 5 is shown, but they are designed to be screwed.
- the same end wall element 30 in FIG figure 13 shown twice in a row and denoted respectively by the numerals 30a and 30b.
- the end wall element 30a shown at the front is shown in the unscrewed state and the end wall element 30b shown at the rear is shown in the screwed state.
- a parallelepipedal cantilever 331 is fastened to each vertical support 33 at the upper end (not shown) and at the lower end, for example by welding.
- the cantilevers 331 extend towards the inside of the end wall element 30a, in which figure 13 so after Left.
- the brackets 331 each have two continuous elongated holes 332 through which two screws 342 can be guided.
- the horizontal cross member 34 comprises two approximately U-shaped profiles 341, each with two horizontal legs 345.
- the profiles 341 each have two round holes 346 in their end regions.
- the front profile 341 and the rear profile 341' can be fastened together on the bracket 331 by guiding the screws 342 through the round holes 346 of the profiles 341, 341' and the elongated holes 332 of the respective bracket 331 and screwing them with the nuts 343.
- the crossbeams 34 with the legs 345 encompass the upper, the lower and the front of the boom 331, so that a guide is formed along which the crossbeam 34 can be moved when the screws 342 are slightly but not yet tightened. This is made possible by the elongated holes 332.
- the end wall element 30 there is a width variability for the end wall element 30 which is determined by the length of the elongated holes 332 of the four arms 331 of an end wall element 30 . Due to this width variability, the end wall element 30 can be placed on the floor element 10 with pinpoint accuracy.
- the structure is as follows: The end wall element 30 is initially screwed loosely, ie the screws 342 and nuts 343 are tightened slightly but not yet firmly. The end wall element 30 is then placed on the base element 10, with centering as described above being effected by the truncated cone 112 and the hollow truncated cone 137. Then the screws 342 and nuts 343 as well as the closing screw 114 (see figure 12 ) tightened so that the end wall element 30 is screwed tightly and securely fastened to the floor element.
- the bolted connection has the additional advantage that the bulkhead element 30 can be dismantled, so that transport and maintenance is further simplified.
Description
Die Erfindung betrifft ein variables Containersystem zum Erstellen von neben- und aufeinander angeordneten quaderförmigen Raumzellen, die zum Wohnen oder Arbeiten dienen können.The invention relates to a variable container system for creating cuboid room cells arranged next to and one on top of the other, which can be used for living or working.
Container der genannten Gattung werden überall dort eingesetzt, wo feste, immobile Einrichtungen als unrentabel bzw. unwirtschaftlich angesehen werden. Container der vorgenannten Art sind insbesondere dazu bestimmt, schnell und flexibel bewohnbaren Raum zur Verfügung stellen zu können, beispielsweise zur Nutzung als Büroraum, Krankenzimmer, Operationssaal und dergleichen.Containers of the type mentioned are used wherever fixed, immobile facilities are regarded as unprofitable or uneconomical. Containers of the aforementioned type are intended in particular to be able to provide habitable space quickly and flexibly, for example for use as an office, sick room, operating theater and the like.
Üblicherweise sind derartige Container quaderförmige, vorgefertigte Raumzellen, die vor Ort nebeneinander und gestapelt zu einem Bauwerk zusammengesetzt werden. In der Patentanmeldung
Die vorliegende Erfindung wurde vor dem Hintergrund des vorstehend beschriebenen Stands der Technik entwickelt. Aufgabe der Erfindung ist es, das nach dem Stand der Technik bekannte variable Containersystem zum Erstellen von neben- und/oder aufeinander angeordneten Raumzellen weiter zu verbessern und insbesondere den Aufbau zu vereinfachen sowie die strukturelle Stabilität und mechanische Belastbarkeit zu erhöhen.The present invention was developed in light of the prior art described above. The object of the invention is to further improve the variable container system known from the prior art for creating room cells arranged next to and/or on top of one another and, in particular, to simplify the construction and to increase the structural stability and mechanical load-bearing capacity.
Diese Aufgabe wird dadurch gelöst, dass eine Raumzelle jeweils umfasst: a) ein als untere Basis dienendes Bodenelement mit insgesamt vier jeweils an den Ecken angeordneten Sattelelementen mit geneigten Führungsflächen zum Aufsetzen von zwei Stirnwandelementen, b) ein als obere Abdeckung dienendes Dachelement mit insgesamt vier jeweils an den Ecken angeordneten Sattelelementen mit geneigten Führungsflächen zum Aufsetzen auf die zwei Stirnwandelemente, c) zwei Stirnwandelemente mit jeweils zwei geneigten unteren Eckführungen zum Aufsetzen auf die Sattelelemente des Bodenelements und mit jeweils zwei geneigten oberen Eckführungen zum Aufsetzen der Sattelelemente des Dachelements auf das Stirnwandelement, wobei d) jede Führungsfläche des Bodenelementes in Richtung der beiden jeweils gegenüber angeordneten Sattelelemente abfallend geneigt ist; und e) jede Führungsfläche des Dachelementes in Richtung der beiden gegenüber angeordneten Sattelelemente aufsteigend geneigt ist; und f) die Eckführungen der Stirnwandelemente zu den genannten Führungsflächen jeweils komplementäre Neigungen aufweisen. Die Führungen der Bodenelemente und der Stirnwandelemente sind also hinsichtlich ihrer Abmessungen, Form und Neigung zueinander komplementär. Ein Bodenelement weist insgesamt vier Sattelelemente auf, und zwar jeweils zwei für ein vorderes Stirnwandelement und jeweils zwei für ein gegenüberliegendes hinteres Stirnwandelement. Die Richtung der Neigung der Sattelelemente ist dabei so gewählt, dass auf ein Stirnwandelement durch dessen Gewicht beim Aufsetzen auf das Bodenelement Kraft ausgeübt wird, und zwar wirkt eine Kraftkomponente in Richtung der Mitte des Stirnwandelementes. Die andere dazu rechtwinklige Kraftkomponente wirkt in Richtung des gegenüberliegenden Stirnwandelementes. Durch die geneigten Führungsflächen der Sattelelemente wird das Stirnwandelement beim Aufsetzen auf das Bodenelement also vorteilhafterweise mittig auf dem Bodenelement zentriert. Somit gleitet das Stirnwandelement durch die Schwerkraft in die vorgesehene Position. Dadurch sind die gegenüberliegenden Stirnwandelemente einer Raumzelle gegeneinander ausgerichtet. Durch die andere Kraftkomponente wird das Stirnwandelement nach innen gedrückt. Die abgeschrägten geneigten Führungsflächen an der Oberseite der Stirnwandelemente ermöglichen, dass das Dachelement beim Aufsetzen auf die Stirnwandelemente ebenso in die zentrierte Position gleitet. Dadurch wird weiterhin eine Positionierung von weiteren Geschossen gewährleistet. Die ineinander gesteckten Elemente verkeilen sich somit an den Sattelelementen und sind dann rutschfest miteinander verbunden. Dadurch entsteht ein sich selbstausrichtender und selbsttragender Rahmen einer Raumzelle.This object is achieved in that a room cell comprises: a) a floor element serving as the lower base with a total of four saddle elements arranged at the corners with inclined guide surfaces for Placement of two end wall elements, b) a roof element serving as an upper cover with a total of four saddle elements arranged at the corners with inclined guide surfaces for placing on the two end wall elements, c) two end wall elements each with two inclined lower corner guides for placing on the saddle elements of the floor element and each with two inclined upper corner guides for placing the saddle elements of the roof element on the bulkhead element, wherein d) each guide surface of the floor element is inclined downwards in the direction of the two saddle elements arranged opposite one another; and e) each guide surface of the roof element is inclined in an ascending manner in the direction of the two oppositely arranged saddle elements; and f) the corner guides of the end wall elements each have complementary inclinations to said guide surfaces. The guides of the floor elements and the end wall elements are therefore complementary to one another with regard to their dimensions, shape and inclination. A floor element has a total of four saddle elements, namely two each for a front end wall element and two each for an opposite rear end wall element. The direction of inclination of the saddle elements is selected so that force is exerted on a front wall element by its weight when it is placed on the floor element, specifically a force component acts in the direction of the middle of the front wall element. The other force component perpendicular thereto acts in the direction of the opposite end wall element. Due to the inclined guide surfaces of the saddle elements, the end wall element is thus advantageously centered on the floor element when it is placed on the floor element. Thus, the bulkhead element slides into the intended position due to the force of gravity. As a result, the opposing end wall elements of a room cell are aligned with one another. The bulkhead element is pressed inwards by the other force component. The bevelled inclined guide surfaces at the top of the end wall elements allow the roof element to also slide into the centered position when it is placed on the end wall elements. This ensures that further storeys can be positioned. The nested elements are thus wedged on the saddle elements and are then connected to each other in a non-slip manner. This creates a self-aligning and self-supporting frame of a room cell.
Vorteilhafte Ausgestaltungen der Erfindung mit nicht beschränkenden zusätzlichen Merkmalen werden nachfolgend beschrieben.Advantageous refinements of the invention with non-limiting additional features are described below.
Die Führungsflächen der Sattelelemente können jeweils eine konvexe oder konkave Wölbung und die Eckführungen der Stirnwandelemente jeweils eine komplementäre konkave oder konvexe Wölbung aufweisen. Mit Vorteil werden hierdurch die Führungsflächen vergrößert. Es wird vollflächig tragende Verbindung an den Sattelelementen in der Art eines Kugelgelenks geschaffen, die durch die kugelartige Wölbung eine noch genauere Positionierung gewährleistet, und zwar auch bei eventuellen fertigungsbedingten Toleranzen der Bauteile. Die Wölbungen können entweder den Sattelelementen und Eckführungen direkt angeformt oder als entsprechend geformte Sattelplatten und/oder Auflageplatten ausgebildet sein, die auf den Sattelelementen aufsetzen und an den Eckführungen befestigt sind.The guide surfaces of the saddle elements can each have a convex or concave curvature and the corner guides of the end wall elements can each have a complementary concave or convex curvature. This advantageously increases the guide surfaces. A full-surface load-bearing connection is created on the saddle elements in the manner of a ball joint, which ensures even more precise positioning due to the spherical curvature, even with possible production-related tolerances of the components. The bulges can either be formed directly onto the saddle elements and corner guides or be designed as correspondingly shaped saddle plates and/or support plates which are placed on the saddle elements and are fastened to the corner guides.
Um die Stirnwandelemente mit dem Bodenelement und/oder dem Dachelement zu befestigen, können die Sattelelemente jeweils einen Kegelstumpf mit einem Innengewinde und die Eckführungen der Stirnwandelemente jeweils einen darauf aufsetzbaren komplementären Hohlkegelstumpf aufweisen, wobei ein Kegelstumpf und ein Hohlkegelstumpf jeweils durch eine in das Innengewinde schraubbare Abschlussschraube verbindbar sind.In order to fasten the end wall elements to the floor element and/or the roof element, the saddle elements can each have a truncated cone with an internal thread and the corner guides of the end wall elements can each have a complementary hollow truncated cone that can be placed thereon, with a truncated cone and a hollow truncated cone each being closed by a screw that can be screwed into the internal thread are connectable.
Die Stirnwandelemente können zerlegbar sein, um Transport und Instandhaltung weiter zu vereinfachen. Sie können außerdem in ihrer Breite verstellbar sein, um eine bessere Justierung zu gewährleisten.The bulkhead members may be dismountable to further facilitate transportation and maintenance. They can also be adjustable in width to ensure better adjustment.
Die senkrechten Träger können untere und obere Ausleger mit Langlöchern aufweisen, mit denen die waagrechten Querträger verschraubbar sind, um eine Verstellbarkeit der Breite der Stirnwandelemente zu ermöglichen.The vertical beams can have lower and upper brackets with elongated holes, with which the horizontal crossbeams can be screwed, in order to enable the width of the end wall elements to be adjusted.
Alternativ oder zusätzlich können die Stirnwandelemente mit dem Bodenelement und dem Dachelement jeweils durch Zugvorrichtungen verbunden sein. Dadurch werden die Bauelemente zusätzlich miteinander verspannt und fest verbunden.As an alternative or in addition, the end wall elements can be connected to the floor element and the roof element by pulling devices. As a result, the components are additionally braced and firmly connected to one another.
Jede Zugvorrichtung ist durch zwei Halteelemente vorgespannt, wobei für die untere Zugvorrichtung das erste Haltelement im mittleren Randbereich an der Innenseite eines Stirnwandelementes und das zweite Haltelement an der Oberseite des Bodenelementes befestigt ist, und wobei für die obere Zugvorrichtung das erste Haltelement ebenfalls im mittleren Randbereich an der Innenseite eines Stirnwandelementes und das zweite Haltelement an der Unterseite des Dachelementes befestigt ist, sodass von den zwei Halteelementen und der Zugvorrichtung ein gedachtes rechtwinkliges Dreieck aufgespannt wird.Each pulling device is prestressed by two holding elements, with the first holding element for the lower pulling device being fastened in the middle edge area on the inside of a front wall element and the second holding element being fastened on the upper side of the floor element, and with the first holding element also being fastened in the middle edge area for the upper pulling device the inside of an end wall element and the second retaining element is attached to the underside of the roof element, so that an imaginary right-angled triangle is spanned by the two retaining elements and the pulling device.
Eine Zugvorrichtung kann ein Stahlseil umfassen. Vorzugsweise umfasst die Zugvorrichtung eine Zugstange. Der Vorteil ist, dass eine Zugstange nicht nur Zug- sondern auch Druckkräfte aufnehmen kann, sodass die Steifigkeit einer so gebildeten Raumzelle erheblich verbessert wird.A traction device can comprise a steel cable. The traction device preferably comprises a traction rod. The advantage is that a tie rod can absorb not only tensile but also compressive forces, so that the rigidity of a space cell formed in this way is significantly improved.
Die Zugvorrichtung ist derart ausgebildet, dass die Zugspannung einstellbar ist. Hierdurch kann die Zug- bzw. Vorspannung und damit der Winkel zwischen Bodenelement bzw. Dachelement und Stirnwandelementen genau justiert werden. Beispielsweise kann eine Zugstange ein Gewinde und eine das Gewinde aufnehmende Fassung aufweisen, sodass sich durch Drehen der Zugstange dessen Länge und damit die Vorspannung ändert.The traction device is designed in such a way that the tension can be adjusted. As a result, the tension or prestress and thus the angle between the floor element or roof element and the end wall elements can be precisely adjusted. For example, a tie rod can have a thread and a socket that accommodates the thread, so that rotating the tie rod changes its length and thus the preload.
Jeweils zwei an den Längsseiten nebeneinander befestigte Raumzellen können durch kreuzförmig angeordnete Zugvorrichtungen miteinander verspannt und dadurch gekoppelt sein.Two room cells fastened next to each other on the long sides can be clamped together by cross-shaped tension devices and thus coupled.
Die Figuren zeigen im Einzelnen:
Figur 1- eine perspektivische Ansicht der Bauelemente einer Raumzelle;
- Figur 2
- eine perspektivische Ansicht der zusammengefügten Raumzelle;
- Figur 3
- eine perspektivische Ansicht mit vier Bodenelementen und zwei Innenwänden;
- Figur 4
- eine perspektivische Ansicht eines Containersystems mit vier Raumzellen;
- Figur 5
- eine perspektivische Detailansicht eines unteren Eckbereichs aus
;Figur 1 - Figur 6
- eine andere perspektivische Detailansicht der Bauelemente aus
Figur 5 ; - Figur 7
- eine perspektivische Detailansicht der zusammengesetzten Bauelemente aus
Figur 5 ; - Figur 8
- eine perspektivische Detailansicht der zusammengesetzten Bauelemente aus
Figur 6 ; - Figur 9
- perspektivische Ansicht eines Containersystems mit vier Raumzellen;
Figur 10- eine perspektivische Detailansicht einer zweiten Ausführungsform des Containersystems; und
Figur 11- eine andere perspektivische Detailansicht der zweiten Ausführungsform aus
Figur 10 ; Figur 12- eine perspektivische Detailansicht einer dritten Ausführungsform; und
Figur 13- eine perspektivische Detailansicht der dritten Ausführungsform von vorne.
- figure 1
- a perspective view of the components of a room cell;
- figure 2
- a perspective view of the assembled cell;
- figure 3
- a perspective view with four floor elements and two inner walls;
- figure 4
- a perspective view of a container system with four room cells;
- figure 5
- a perspective detailed view of a lower corner area
figure 1 ; - figure 6
- another perspective detailed view of the components
figure 5 ; - figure 7
- a perspective detailed view of the assembled components
figure 5 ; - figure 8
- a perspective detailed view of the assembled components
figure 6 ; - figure 9
- perspective view of a container system with four room cells;
- figure 10
- a perspective detailed view of a second embodiment of the container system; and
- figure 11
- another perspective detail view of the second embodiment
figure 10 ; - figure 12
- a perspective detailed view of a third embodiment; and
- figure 13
- a perspective detail view of the third embodiment from the front.
Funktionsmäßig gleiche Teile sind mit derselben Zahl als Bezugszeichen versehen.Parts that are functionally the same are provided with the same number as reference symbols.
Nachfolgend werden bevorzugte Ausführungsformen der Erfindung unter Bezugnahme auf die Zeichnungen detailliert beschrieben, wobei weitere vorteilhafte Merkmale den Figuren der Zeichnung zu entnehmen sind.In the following, preferred embodiments of the invention are described in detail with reference to the drawings, further advantageous features being evident from the figures of the drawing.
Das Boden- 10, Stirnwand- 30 und Dachelement 20 haben eine im Wesentlichen rechteckförmige Grundform, sodass sich für die Raumzelle 1 insgesamt eine quaderförmige Form ergibt. Die genannten Bauelemente weisen einen äußeren, im Wesentlichen rechteckigen Rahmen aus Stahl oder Aluminium auf. Das Boden-10 und Dachelement 20 weisen jeweils zwei Längsstreben 13, 23 und äußere sowie mittlere versteifende Querstreben 14, 24 auf. Ein Stirnwandelement 30 umfasst zwei Träger 33 auf, die in Bezug auf das Bodenelement 10 senkrecht angeordnet und durch einen unteren und einen oberen waagrecht verlaufenden Querträger 34 beabstandet und durch Verschweißung miteinander verbunden sind. Durch die gezeigte Rahmenstruktur ergeben sich für das Stirn- 30 und für das Boden- 10 und Dachelement 30 sowie an den Seiten rechteckige Öffnungen. Die Innenwinkel aller Öffnungen betragen stets 90 Grad. In der Öffnung der vorderen Stirnwand 30 ist eine Platte 40 aus geeignetem Material mit Fenstern 41 befestigt. Die Seitenwände werden durch mehrere nichttragende Paneele 42 gebildet und Dachelement 20 weist eine Abdeckung 43 auf. Wenn die rechteckigen Öffnungen des Bodenelements 10 durch (nicht gezeigte) Platten geschlossen sind, bildet das Bodenelement 10 einen begehbaren Fußboden. Auf diese Weise kann eine geschlossene Raumzelle 1 erstellt werden.The
Die Unterseite des Bodenelements 10 liegt entweder direkt auf einer horizontalen Bodenoberfläche auf oder ist bei einem mehrgeschossigen Containersystem auf dem baugleichen Dachelement 20 befestigt, wodurch ein (nicht gezeigtes) Geschossdeckenelement gebildet wird. Die Befestigung der beiden Bauelemente 10, 20 aufeinander erfolgt mittels Verschraubung.The underside of the
Das Bodenelement 10 dient als horizontale Basis für die Stirnwandelemente 30. Zum Aufsetzen der beiden Stirnwandelemente 30 ist an den vier Ecken des Bodenelements 10 jeweils ein Sattelelement 11 mit einer geneigten Führungsfläche 12 an der Oberseite vorgesehen. Die Führungsflächen 12 sind derart abgeschrägt und angeordnet, dass deren Steigung jeweils sowohl in Richtung der äußeren Querstrebe 14 als auch in Richtung der Längsstreben 13 abfällt. In Bezug auf das Bodenelement 10 ist der höchste Punkt der Führungsflächen 12 also an der äußeren Ecke und der niedrigste Punkt gegenüber an der inneren Ecke angeordnet.The
Die Stirnwandelemente 30 weisen an der Unterseite der senkrechten Träger 33 nach unten weisende, geneigte Eckführungen 31 auf, die zu den Führungsflächen 12 der Sattelelemente 11 des Bodenelements 10 geneigt sind und so auf diese gesetzt werden können. Durch die geneigten Führungsflächen 12 des Bodenelements 10 und die komplementär geneigten Eckführungen 31 der Stirnwandelemente 30 werden die Stirnwandelemente 30 durch ihr Gewicht nicht nur nach unten gedrückt sondern zusätzlich zentriert. Außerdem werden sie nach innen in Richtung der Längsstreben 13 bis zu dafür vorgesehenen Anschlagelementen 15 gedrückt, sodass sie die gewünschte Position einnehmen.The
Da das Dachelement 20 mit dem Bodenelement 10 im Wesentlichen baugleich ist, weist es an seinen beiden Ecken vier identische Sattelelemente 21 mit geneigten Führungsflächen 22 auf, die aber nach unten weisen, da das Dachelement 20 "upside down" um 180 Grad gewendet ist. Die Führungsflächen 22 dienen zum Befestigen des Dachelements 20 auf den beiden Stirnwandelementen 30, welche komplementäre obere Eckführungen 31 aufweisen. Dadurch zentriert sich das Dachelement 20 in Längs- und Querrichtung allein durch sein Gewicht auf den beiden Stirnwandelementen 30.Since the
Die Befestigung der Bauelemente 10, 20, 30 erfolgt mittels der Zugstangen 50, 51.The
Es besteht die Möglichkeit, die Raumzellen 1 vollständig vorzumontieren und als fertige Raumzellen 1 zu transportieren und vor Ort aufzustellen und zu stapeln. Diese Option kann bei kleineren Containersystemen vorteilhaft sein, weil die Aufstellung durch die Vormontage schneller und kostengünstiger erfolgen kann. Bei mittelgroßen und großen Containersystemen ist es vorteilhafter, die Raumzellen 1 im zerlegten Zustand zu transportieren und am Aufstellungsort zu montieren.It is possible to completely pre-assemble the
Eine einzelne Innenwand 44 wird jeweils aus zwei baugleichen, aneinander befestigten Stirnwandelementen 30 gebildet. Insgesamt sind also vier Stirnwandelemente 30 gezeigt. Ein mehrgeschossiges Containersystem mit vielen neben- und übereinander angeordneten Raumzellen 10 kann daher aus nur drei Komponenten aufgebaut werden, nämlich dem Boden- bzw. Dachelement 10, 20, und dem Stirnwandelement 30.A single
Dabei sind jeweils zwei Stirnwandelemente 30 so aneinander befestigt, dass ihre abgeschrägten oberen und unteren Eckführungen 31 eine gemeinsame, nach unten weisende 39 und eine gemeinsame, nach oben weisende Nut 38 bilden, die im Schnitt jeweils etwa V-förmig sind. Jeweils zwei Bodenelemente 10 sind stirnseitig aneinander angeordnet, sodass jeweils zwei aneinander anliegende Sattelelemente 11 mit ihren geneigten Führungsflächen 12 eine gemeinsame Spundung 19 bilden, die komplementär zu der von zwei Stirnwandelementen 30 gebildeten unteren Nut 39 ist. Die beiden Stirnwandelemente 30, die zusammen eine Innenwand 44 bilden, können mit der Nut 39 auf die Spundung 19 gesteckt werden, wodurch zwei Bodenelemente 10 durch die Klammerwirkung der Nut 39 fest miteinander verbunden werden. Da die Bodenelemente 10 mit den Dachelementen 20 identisch sind, bilden ihre Sattelelemente 21 eine gleiche Spundung (nicht gezeigt) aus, die ebenfalls komplementär zu der von zwei Stirnwandelementen 30 gebildeten oberen Nut 38 ist und durch die zwei Dachelemente 20 durch die Klammerwirkung der Nut 38 auf die gleiche Weise fest miteinander verbunden werden können.In this case, two
Beim Zusammenbau einer Raumzelle 1 werden die Stirnwandelemente 30 bzw. Innenwände 44 nach dem Aufsetzen der auf die Bodenelemente 10 gesichert, indem sie unmittelbar nach dem Aufstecken mit den unteren Zugstangen 50 an den Bodenelementen 10 befestigt werden. Dieses dient zunächst der Arbeitssicherheit da verhindert wird, dass die Stirnwandelemente 30 umkippen können. Die Zugstangen 50 sind derart ausgebildet, dass ihre Zugspannung einstellbar ist. Während des weiteren Aufbaus kann deshalb die Zugspannung eingestellt und die Position der Stirnwandelemente 30 justiert werden. Die Zugstangen 50, 51 verbessern außerdem die Stabilität einer Raumzelle erheblich, da sie nicht nur Zug- sondern auch Druckkräfte aufnehmen und ableiten können.When assembling a
Unter der Befestigung von Bauelementen des Containersystems ist stets eine lösbare Befestigung bzw. Steckverbindung zu verstehen, da das Containersystem bedarfsweise eingesetzt und schnell aufgebaut und wieder abgebaut werden kann.The attachment of components of the container system is always to be understood as a detachable attachment or plug-in connection, since the container system can be used as required and quickly set up and dismantled again.
Bei einem mehrstöckigen Aufbau würden auf den Dachelementen 20 baugleiche Bodenelemente 10 befestigt und darauf wieder Stirnwandelemente 30 und Dachelemente 20 usw.In the case of a multi-storey structure,
Um Fertigungstoleranzen auszugleichen und eine noch bessere Verbindung und Zentrierung zu erzielen, ist eine an der Unterseite ebene und an der Oberseite konvex nach oben gewölbte Sattelplatte 16 vorgesehen, die an der Eckführung 31 bzw. an der Auflageplatte 36 befestigt wird. Entsprechend ist an der Eckführung 31 eine Auflageplatte 36 befestigt, die eine komplementäre konkave Wölbung aufweist.In order to compensate for manufacturing tolerances and achieve an even better connection and centering, a
An der Oberseite der Längsstrebe 13 ist ein Halteelement 52a zur Befestigung der unteren Zugstange 50 befestigt.A holding
Auf die gleiche Weise ist die obere Zugstange 51, die an der Längsstrebe 23 des Dachelementes 20 befestigt ist, an dem Stirnwandelement 30' befestigt, auf dem das daneben angeordnete Dachelement 20' aufgesetzt ist und die obere Zugstange 51', die an der Längsstrebe 23' des Dachelementes 20' befestigt ist, an dem Stirnwandelement 30 befestigt, welches auf dem daneben angeordnete Dachelement 20 aufgesetzt ist. Auch die oberen Zugstangen 51, 51' überkreuzen sich also und bilden eine X-Form.In the same way, the
Hierdurch sind nebeneinander angeordnete Raumzellen 1, 1' zusätzlich kreuzweise aneinander befestigt und miteinander verspannt.As a result,
Bei dem Sattelelement 11b sind die Auflageplatte 136 und die Abschlussschraube 114 "schwebend" übereinander dargestellt. Die Auflageplatte 136 weist einen unten abgeschrägten Hohlkegelstumpf 137 auf, der zu dem Kegelstumpf 112 komplementär ist und dessen Innendurchmesser etwas größer als der Außendurchmesser des Kegelstumpfes 112 ist, sodass die Auflageplatte 136 auf den Kegelstumpf 112 steckbar ist.In the case of the
Dies ist bei dem Sattelelement 11a dargestellt. Durch die untere Abschrägung des Hohlkegelstumpfs 137 wird die Abschrägung der Oberfläche 12 des Sattelelementes 11 ausgeglichen. Die Auflageplatte 136 liegt der Oberfläche 12 des Sattelelementes 11a auf. Die Abschlussschraube 114 ist in dessen Innengewinde 113 eingeschraubt, sodass ein Abschlussschraubenring 117 auf die Oberfläche 138 des Hohlkegelstumpfs 137 der Auflageplatte 136 drückt. Da der Durchmesser des Ringes 117 größer ist als die Oberfläche 138 des Hohlkegelstumpfs 137, wird der Hohlkegelstumpf 137 bzw. die Auflageplatte 136 sicher auf dem Sattelelement 11 gehalten.This is shown in the case of the
Bei dem Sattelelement 11c ist ein darüber schwebendes senkrechter Träger 33 des Stirnwandelementes 30 dargestellt. Am oberen und unteren Ende des senkrechten Träger 33 sind zum Sattelelement 11 komplementär geneigte Eckführungen 31 vorgesehen, die auf die Sattelelemente 11 aufgesetzt werden können. Es ist gezeigt, dass die Auflageplatte 136 an der Unterseite des Träger 33 bzw. der Eckführung 31 befestigt ist, beispielsweise durch Verschweißung. Dadurch wird das gesamte Stirnwandelement 30 auf dem Sattelelement 11 durch Verschraubung mittels der Abschlussschraube 114 befestigt. Dies ist bei dem Sattelelement 11d dargestellt.In the case of the
Beim vorderen Stirnwandelement 30a sind das untere Ende des senkrechten Trägers 33, der waagrechte Querträger 34, die Querstrebe 14 und das Sattelelement 11 des Bodenelementes 10 "schwebend" übereinander bzw. nebeneinander dargestellt. An jedem senkrechten Träger 33 ist am oberen (nicht gezeigt) und am unteren Ende jeweils ein quaderförmiger Ausleger 331 befestigt, beispielsweise durch Verschweißung. Die Ausleger 331 erstrecken sich in Richtung der Innenseite des Stirnwandelements 30a, in der
Der waagrechte Querträger 34 umfasst zwei etwa U-förmige Profile 341 mit jeweils zwei waagrechten Schenkeln 345. Die Profile 341 weisen in ihren Endbereichen jeweils zwei Rundlöcher 346 auf. Dadurch können das vordere Profil 341 und das hintere Profil 341' zusammen am Ausleger 331 befestigt werden, indem die Schrauben 342 durch die Rundlöcher 346 der Profile 341, 341' und die Langlöcher 332 des jeweiligen Auslegers 331 geführt und mit den Muttern 343 verschraubt werden. Die Querträger 34 mit den Schenkeln 345 umgreifen dabei die Ober-, die Unter- und die Vorderseite des Auslegers 331, sodass eine Führung ausgebildet wird, entlang derer der Querträger 34 bewegt werden kann, wenn die Schrauben 342 leicht aber noch nicht fest angezogen sind. Dies wird durch die Langlöcher 332 ermöglicht.The
Ingesamt ergibt sich für das Stirnwandelement 30 eine Breitenvariabilität, die durch die Länge der Langlöcher 332 der insgesamt vier Ausleger 331 eines Stirnwandelements 30 bestimmt wird. Durch diese Breitenvariabilität kann das Stirnwandelement 30 punktgenau auf dem Bodenelement 10 aufgesetzt werden. Der Aufbau erfolgt folgendermaßen: Das Stirnwandelement 30 wird zunächst lose verschraubt, d.h. die Schrauben 342 und Muttern 343 werden leicht aber noch nicht fest angezogen. Das Stirnwandelement 30 wird dann auf das Bodenelement 10 aufgesetzt, wobei eine Zentrierung wie oben beschrieben durch den Kegelstumpf 112 und den Hohlkegelstumpf 137 erfolgt. Danach werden die Schrauben 342 und Muttern 343 sowie die Abschlussschraube 114 (siehe
Die Verschraubung hat den zusätzlichen Vorteil, dass das Stirnwandelement 30 zerlegt werden kann, sodass der Transport und die Instandhaltung weiter vereinfacht wird.The bolted connection has the additional advantage that the
- 1.1.
- Raumzelleroom cell
- 10.10
- Bodenelementfloor element
- 11.11.
- Sattelelementesaddle elements
- 12.12.
- Führungsflächenguide surfaces
- 13.13.
- Längsstrebenlongitudinal braces
- 14.14
- Querstrebencross braces
- 15.15
- Anschlagelementestop elements
- 16.16
- Sattelplattesaddle plate
- 19.19
- Spundungbunging
- 20.20
- Dachelementroof element
- 21.21
- Sattelelementesaddle elements
- 22.22
- Führungsflächenguide surfaces
- 23.23
- Längsstrebenlongitudinal braces
- 24.24
- Querstrebencross braces
- 30.30
- Stirnwandelementebulkhead elements
- 31.31
- Eckführungencorner guides
- 33.33
- Senkrechte TrägerVertical beams
- 34.34
- Waagrechte QuerträgerHorizontal crossbars
- 35.35
- Schenkel der QuerträgerLegs of the cross members
- 36.36
- Auflageplattesupport plate
- 38.38
- Obere NutUpper groove
- 39.39
- Untere NutLower groove
- 40.40
- Stirnwandplattebulkhead panel
- 41.41
- Fensterwindow
- 42.42
- Seitenwandpaneelesidewall panels
- 43.43
- Dachabdeckungroof cover
- 44.44
- Innenwandinner wall
- 50.50
- Untere ZugstangenLower tie rods
- 51.51
- Obere ZugstangenUpper tie rods
- 52.52
- Halteelementholding element
- 112.112
- Kegelstumpftruncated cone
- 113.113
- Innengewindeinner thread
- 114.114
- Abschlussschraubecap screw
- 115.115
- Außengewindeexternal thread
- 117.117
- Abschlussschraubenringcap screw ring
- 136.136
- Auflageplattesupport plate
- 137.137
- Hohlkegelstumpfhollow truncated cone
- 138.138
- Hohlkegelstumpfoberflächehollow truncated cone surface
- 331.331
- Auslegerboom
- 332.332
- Langlöcherslots
- 341.341
- Querträger-Profilcross member profile
- 342.342
- Schraubenscrews
- 343.343
- Mutternnuts
- 346.346
- Rundlöcherround holes
Claims (10)
- A variable container system for creating modular units (1), which are arranged next to each other and/or on top of each other, wherein the container system comprises the modular units (1),
characterised in that
each modular unit (1) comprises:a) a floor element (10) that serves as a lower base, having a total of four wedge-shaped saddle elements (11), each being arranged at a respective corner and having an inclined guide surface (12) for placing two end-face wall elements (30),b) a roof element (20) that serves as an upper cover, having a total of four wedge-shaped saddle elements (21), each being arranged at a respective corner and having an inclined guide surface (22) for being placed on the two end-face wall elements (30),c) two end-face wall elements (30), each having two inclined lower corner guides (31) for being placed on the saddle elements (11) of the floor element (10) and two inclined upper corner guides (31) for placing the saddle elements (21) of the roof element (20) on the end-face wall element (30),whereind) each guide surface (12) of the floor element (10) is inclined downwardly in the direction of the two saddle elements (11) that are respectively arranged opposite each other; ande) each guide surface (22) of the roof element (20) is inclined upwardly in the direction of the two saddle elements (21) that are respectively arranged opposite each other; andf) the corner guides (31) of the end-face wall elements (30) have inclinations that are complementary to the respective guide surfaces (12, 22). - The variable container system according to claim 1, characterised in that the guide surfaces (12) of the saddle elements (11) each have a convex or concave curvature, preferably by means of a correspondingly shaped saddle plate (16), and the corner guides (31) of the end-face wall elements (30) each have a complementary concave or convex curvature, preferably by means of a correspondingly shaped support plate (36).
- The variable container system according to any one of the preceding claims, characterised in that the saddle elements (11) each have a truncated cone (112) with an internal thread (113) and the corner guides (31) of the end-face wall elements (30) each have a complementary hollow truncated cone (137), which can be placed thereon, wherein a truncated cone (112) and a hollow truncated cone (137) can respectively be firmly connected by means of a cap screw (114), which can be screwed into the internal thread (113), so that the end-face wall elements (30) are configured such that they can be fastened to the floor element (10) and/or the roof element (20).
- The variable container system according to any one of the preceding claims, characterised in that the end-face wall elements (30) are dismountable and/or adjustable in width.
- The variable container system according to any one of the preceding claims, characterised in that the perpendicular supports (33) have lower and upper extensions (331) with oblong holes (332), to which the horizontal transverse supports (34) can be screwed.
- The variable container system according to any one of the preceding claims, characterised in that the end-face wall elements (30) are connected with the floor element (10) by means of respective lower (51) tensioning devices and with the roof element (20) by means of respective upper (51) tensioning devices (50, 51).
- The variable container system according to claim 6, characterised in that each tensioning device (50, 51) is biased by means of two holding elements (52), wherein for the lower tensioning device (50), the first holding element (52) is fastened in the centre edge region at the inner side of an end-face wall element (30) and the second holding element (52) is fastened at the upper side of the floor element (10), and wherein for the upper tensioning device (50), the first holding element (52) is fastened in the centre edge region at the inner side of an end-face wall element (30) and the second holding element (52) is fastened at the underside of the roof element (20), so that an imaginary right triangle is formed by the two holding elements (52) and the tensioning device (50, 51).
- The variable container system according to claim 6 or 7, characterised in that a tensioning device comprises a steel cable or preferably a tie rod (50, 51).
- The variable container system according to any one of the claims 6 to 8, characterised in that the tensioning device (50, 51) is configured such that the tensile stress is adjustable.
- The variable container system according to any one of the preceding claims, characterised in that two modular units respectively arranged next to each other at the longitudinal sides are braced and coupled with each other by means of crosswise running tensioning devices (50, 51).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102018101469 | 2018-01-23 | ||
PCT/DE2019/100055 WO2019144993A1 (en) | 2018-01-23 | 2019-01-21 | Variable container system |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3743567A1 EP3743567A1 (en) | 2020-12-02 |
EP3743567B1 true EP3743567B1 (en) | 2022-03-16 |
Family
ID=65520010
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19706864.6A Active EP3743567B1 (en) | 2018-01-23 | 2019-01-21 | Variable container system |
Country Status (7)
Country | Link |
---|---|
US (1) | US20210054613A1 (en) |
EP (1) | EP3743567B1 (en) |
CN (1) | CN112020587B (en) |
BR (1) | BR112020013904A2 (en) |
DE (1) | DE112019000481A5 (en) |
RU (1) | RU2020123960A (en) |
WO (1) | WO2019144993A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10975562B2 (en) * | 2018-11-13 | 2021-04-13 | Katerra Inc. | Smart corner and wall frame system |
US11891793B2 (en) * | 2020-09-04 | 2024-02-06 | Steel Structures, Llc | Resilient building and site construction system and method |
GB2610005B (en) * | 2022-01-24 | 2023-06-28 | Khamis Malas Charle | Interchangeable trailer-mountable cast fitting system |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9010537U1 (en) * | 1990-07-16 | 1991-11-14 | Algostat Gmbh & Co. Kg, 3100 Celle, De | |
KR19980072609A (en) * | 1997-03-06 | 1998-11-05 | 박정인 | Containers with breakage protection around edge fittings |
US20020193046A1 (en) * | 2001-06-19 | 2002-12-19 | Judd Zebersky | Modular house toy |
EP1333129A1 (en) * | 2002-02-01 | 2003-08-06 | Corus UK Limited | Prefabricated building panel |
US6729098B1 (en) * | 2002-07-23 | 2004-05-04 | James F. Brennan, Jr. | Adjustable height corner fitting |
KR100549507B1 (en) * | 2003-10-25 | 2006-02-03 | 강원산업(주) | Portable type Concrete Assembly Building |
DE102009044059A1 (en) | 2009-01-26 | 2010-07-29 | Peck, Gunnar, Dipl.-Ing. (FH) | Modular container system |
EP3339207B1 (en) * | 2010-11-12 | 2020-12-23 | Synergie-Invest GmbH & Co. KG | Auxiliary transport device for pallets |
CN103057798B (en) * | 2012-12-12 | 2015-10-28 | 大连中集物流装备有限公司 | Pallet box piling structure |
-
2019
- 2019-01-21 RU RU2020123960A patent/RU2020123960A/en unknown
- 2019-01-21 EP EP19706864.6A patent/EP3743567B1/en active Active
- 2019-01-21 WO PCT/DE2019/100055 patent/WO2019144993A1/en unknown
- 2019-01-21 CN CN201980009824.6A patent/CN112020587B/en not_active Expired - Fee Related
- 2019-01-21 DE DE112019000481.6T patent/DE112019000481A5/en not_active Withdrawn
- 2019-01-21 US US16/960,189 patent/US20210054613A1/en not_active Abandoned
- 2019-01-21 BR BR112020013904-1A patent/BR112020013904A2/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
RU2020123960A (en) | 2022-01-20 |
RU2020123960A3 (en) | 2022-04-26 |
EP3743567A1 (en) | 2020-12-02 |
BR112020013904A2 (en) | 2020-12-01 |
CN112020587A (en) | 2020-12-01 |
DE112019000481A5 (en) | 2020-10-08 |
US20210054613A1 (en) | 2021-02-25 |
WO2019144993A1 (en) | 2019-08-01 |
CN112020587B (en) | 2022-05-24 |
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