EP2024257B1 - Tank container - Google Patents
Tank container Download PDFInfo
- Publication number
- EP2024257B1 EP2024257B1 EP06849392A EP06849392A EP2024257B1 EP 2024257 B1 EP2024257 B1 EP 2024257B1 EP 06849392 A EP06849392 A EP 06849392A EP 06849392 A EP06849392 A EP 06849392A EP 2024257 B1 EP2024257 B1 EP 2024257B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- tank container
- tank
- diagonal member
- longitudinal
- longitudinal carrier
- 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.)
- Not-in-force
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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
- B65D88/128—Large containers rigid specially adapted for transport tank containers, i.e. containers provided with supporting devices for handling
Definitions
- the present invention relates to a tank container with a tank and a tank on the front frame receiving framework.
- the end frames are connected to each other in the lower region via a longitudinal frame structure, which has two lateral side members, wherein these are additionally connected in their end regions via a side diagonal and a floor diagonal with the end frame.
- the side diagonals each run in lateral vertical planes obliquely between the longitudinal member and a corner support and the floor diagonals - also obliquely - in a ground level horizontal plane between the longitudinal member and a lower cross member. Corner support and lower cross member are elements of the front frame.
- Tank container in which the tank is coupled at its front ends in each case with a front frame, are for example from the DE 202 11 594 U1 , of the DE 297 05 851 U1 and from the EP 0 425 190 A1 known.
- EP 04 25 190 A1 shows special saddle elements, which connect the tank especially in the area of the corner fittings with the front frame.
- a similar structure with longitudinal spars and an extending between the longitudinal spar and a connection area of a Stirnringsattelung the tank space diagonal is from the U.S. Patent 5,779,077 known. So transport and handling forces should be transferred as directly as possible and in particular in the area of the lower corner fittings in the corner fittings.
- saddle structures have the disadvantage that they are expensive to manufacture and make it difficult to isolate the tank, since on the one hand insulating layers and - covers must be interrupted in this area and on the other hand represent the special saddle structures thermal bridges, which is a large heat transfer between the tank and the environment cause.
- tank containers are predominantly made in which the tank is connected only via end rings or end ring segments with the front frame.
- the end frames are provided with each other, at least in the region of the lower corner fittings, with additional longitudinal frame structures.
- the tank container 50 has a tank 52 which is connected at its two ends via Stirnringkonstrutationen 54 with the end frame 56.
- Upper side members 60 and lower side members 62 extend between the upper and lower corner fittings 58.
- the tank container 50 is fixed on a carrier vehicle (eg semitrailer, container carrier, ship) via the lower corner fittings 58 during transport.
- a carrier vehicle eg semitrailer, container carrier, ship
- the side member is made of a stable and thus comparatively heavy hot rolling profile (eg EPI 220).
- connection to the end frame is reinforced by side diagonal elements 66 and bottom diagonal elements 68.
- These bottom and side diagonal elements 64 and 66 are formed of compact rectangular tube profiles and connect the longitudinal bars 62 with the transverse bars 72 and the corner posts 70 and.
- Such a known construction is the Fig. 7 to 9 removable.
- the object of the present invention is to provide a front-mounted tank container with a lighter frame structure. Another object may be to optimize the power transmission between the tank and frame structure so that the frame structure and in particular the introduction of force between corner posts, side diagonals and side rails or between cross beams, floor diagonals and side members is designed so that in particular these components with the same stability easier can be executed.
- the tank container according to claim 1 which is characterized in that the side diagonals and optionally the floor diagonals have an open cross-sectional profile.
- Such an open cross-sectional profile allows a design of the corresponding components (bottom side diagonal), so that the stresses occurring under loads are distributed more evenly and local stress peaks at the joints of the components in question (side members, diagonal, corner support, side members, floor diagonal, cross member) are reduced.
- the open profile cross-section allows a "soft" connection, which allows a high intrinsic elasticity of the overall structure, without the required stability is reduced too much. So much lighter components can be used as side members and as corner supports, without the strength of the overall structure decreases too much.
- an open trapezoidal cross-section is provided for the side diagonal, in which protrude from a base flange two side legs each at an angle between 145 and 165 °.
- This design allows an extended connecting portion of the side diagonals on the side rails and on the corner supports.
- the specially selected inclination ensures in the border areas (ie in the area of the lateral limbs) a relatively soft and long coupling with the upper side of the longitudinal member, which gradually becomes stiffer towards the base flange. Unwanted point loads are avoided and buckling loads on the side member are reduced.
- the symmetrical structure according to claim 2 allows a low-profile production of the side diagonals by cutting in accordance with profiled meter goods.
- the development of the invention according to claim 3 allows a further improved power transmission between the longitudinal member and corner support.
- the length design of the side diagonal according to claim 4 optimizes the free buckling lengths on the longitudinal member and together with the measure according to protection claim 5 leads to a further material-optimized and thus weight-optimized design.
- the embodiment according to claim 6 improves the power flow between the side diagonal and side members.
- an elastic component coupling with improved stress distribution is also realized here.
- the angle arrangement to the longitudinal beam according to claim 9 also allows a structurally particularly favorable connection and improved power transmission between the cross member and longitudinal bearing.
- the taper according to claim 10 allows for stress-optimized power transmission between the cross member and the longitudinal member a weight-optimized design of the floor diagonal.
- the tread depth of the hat profile (height H) according to claim 11 allows the connection of a relatively flat (low) cross member to a comparatively high longitudinal beam (seen in the vertical direction) - again with a "soft" connection between the floor diagonal and longitudinal member or cross member.
- connection areas according to claim 12 allow a particularly kink-optimized force introduction of the floor and side diagonals in the lateral side members.
- the formation of the longitudinal member as a hollow profile carrier with a square cross-section whose side surfaces each extend parallel to a vertical or horizontal plane.
- the tank container 1 comprises a tank 2 and a frame structure which receives the tank 2 via end frame 3 at its ends. For coupling is provided between the end frame 3 and the ends of the tank 2 each have a front ring assembly 4, which will be explained in more detail below. Between the end frame 3 extends in the bottom region, a longitudinal frame structure 5, which serves in particular to transmit along the tank axis 6 acting forces.
- the tank 2 is in the Fig. 1 . 2 and 5 represented by the dash-dotted line and is formed from a cylindrical body 8, the ends of which are closed with curved bottoms 10.
- the tank 2 also has fittings and connections, which are not shown here.
- the left half of the Fig. 1 shows a side view of the tank container 1 and the right half of a view in which the front frame members are cut away.
- the tank container shown is a so-called 20 'unit, which is particularly common in tank containers, but there are also 10', 30 'and 40' units usual.
- the longitudinal frame structure 5 here comprises lower longitudinal members 12, the ends of which are each connected to the end frames 3.
- side diagonal 14 are provided, which extend obliquely upward starting from the lower side rails to the end frame 3.
- Floor diagonals 16 are provided in the floor area, which likewise extend obliquely from the lower side member 12 to the end frames 3 in a vertical plane near the floor (see also FIG Fig. 6 ).
- the Fig. 2 also shows in a split view of the front frame of the tank container 1 Fig. 1 ,
- the left half shows the front end and the right half the rear end of the tank container 1.
- the rear end is referred to tank containers in the end, on the front side (not shown here) are provided bottom fittings.
- the end frames 3 are each constructed of corner supports 18, lower corner fittings 20, upper corner fittings 22, an upper cross member 24, a lower cross member 26 and 26 ', upper Sirndiagonalen 28 and lower Sirndiagonalen 30.
- the side diagonals 14 each connect a section L (see Fig. 6 ) at the top of the lower side members 12 with a portion M (see Fig. 1 ) on the tank 2 side facing the corner supports 18.
- a reinforcing shoe 15 is arranged at the end frame side terminal end of the side diagonal 14.
- the in Fig. 4 illustrated cross-section of the side diagonal 14 shows the connection of the reinforcing shoe 15 to the base flange 31 of the side diagonal 14, depart from the two side legs 32.
- the side legs 32 are at an angle Y of 155 ° from the base flange 31 from. In other embodiments, this angle is between 145 and 165 °.
- the depth t (see Fig. 6 ) of the side diagonal about half the width B of the lower side member 12. However, it should be at least one third of this width.
- the side diagonals 14 form with the lower side member an angle ⁇ (see Fig. 1 ) of about 13 °, in other embodiments, this angle varies between 10 and 16 °.
- the upper or outer edges of the side diagonal 14 form upper tendons, which divide the lower longitudinal members 12 into three sections T of approximately equal length.
- the upper or inner edges of the side diagonal 14 form lower chords, which approximately halve the outer portions T.
- the structure described above and the arrangement of the side diagonal 14 allows a particularly stress-favorable load transfer between the connection region M at the corner supports 18 and the connection region L at the bottom Side member 12.
- the open trapezoidal profile ensures favorable voltage transitions with high structural strength and low weight.
- the in the Fig. 6 Side diagonal shown extends from a terminal region N on the inner - the tank axis 6 facing side of the longitudinal member 12 to a terminal region O at the rear - the tank 2 facing - side of the lower cross member 26 '.
- the longitudinal axis 33 of the bottom diagonal 16 forms in the illustrated embodiment with the lower side member 12 an angle ⁇ of about 19 °. In other embodiments, this angle varies between 15 and 24 °.
- Fig. 3 shows that the floor diagonals 16 are provided as a hat profile with a main flange 33, two side legs 34 and 35 and two Krempenschenkeln 36 and 37.
- the height h of the floor diagonal 16 is at least one third of the height H ( Fig. 1 ) of the longitudinal member 12.
- the main flange 33 tapers along the axis 33 'from the terminal region O at the lower cross member 26 and 26' to the connection region N on the longitudinal member 12, so that the two side legs enclose an angle of about 3 °. In other embodiments, this angle is between 0 and 5 °.
- the main flange to the horizontal has an inclination of about 5 °. In other embodiments, this inclination is at least 2 °. This measure prevents water or dirt from accumulating on top of the floor diagonal 16.
- Fig. 3 shown Hutprofilquer songs the floor diagonal 16 shows that the side legs 34 and 35 almost vertically and the brim legs 36 and 37 are almost horizontal.
- the side legs 34 and 35 are opened wider and close with the main flange 33 each an angle between 90 and 135 °.
- the Krempenschenkel 36 and 37 may also be inclined at an angle between 0 and 5 ° to the horizontal, so that form no deposits on the upper sides.
- the structure described above and the arrangement of the floor diagonal 16 allows for a flat design a stress-optimized power transmission between the lower cross beams 26 and 26 'and the longitudinal beams 12.
- the Krempenschenkel 36 and 37 ensure a soft connection to the longitudinal beams 12 and the lower cross members 26th and 26 'while providing a flat construction, a comparatively high buckling stability against compressive forces along the main axis 33'.
- the longitudinal members 12 are formed of a square tube with a square cross-section.
- the terminal areas L and N of the side diagonal 14 and the bottom diagonal 16 have an overlap (hatched area in Fig. 6 ) of about 85% relative to the shorter terminal area (here N).
- this overlap should be at least 50%, so that the attacking forces in different planes on the longitudinal members 12 attack voltage optimized.
- the resulting stresses can be matched to the existing cross-sectional profile and the available free buckling lengths.
- Fig. 5 shows the structure of the end ring assembly 4.
- cylindrical Sirnringe or Stirnringsegmente 38 are arranged, which are connected via conical Sattelringsegmente 39 and saddle rings with the front frame 3.
- cylindrical coupling sleeve segments 40 and coupling stubs are formed, each comprising with its inner cylindrical peripheral surfaces, the outer cylindrical peripheral surfaces of the end ring segments 38 and during assembly for positioning on this can be moved.
- the coupling stub segment 40 can be crimped integrally, for example, to the conical saddle ring segment 39. It can also be used as a ring piece.
- the wide end of the conical saddle ring segment 39 is connected via its end face to the corner supports 18, the upper end diagonals 28 and the lower end diagonals 30.
- End ring segments 38 and conical saddle ring segments 39 can either form a closed ring (see front view in FIG Fig. 2 ) or can be interrupted (see view from the back Fig. 2 ) and appropriate recesses for the arrangement of fittings or other attachments to the tank 2 expose.
- the conical design allows a material-saving and thin-walled design of the end ring assembly 4, while ensuring a stable connection between the tank 2 and front frame 3 safe.
- the opening angle of the conical saddle ring segment is about 45 °. In other embodiments, this opening angle can be between 30 and 60 °.
- the floor diagonal 16 has a hat profile. In other embodiments, the floor diagonal 16 may have a trapezoidal profile.
- the base flange 31 of the trapezoidal profile and the main flange 33 of the hat profile are in the 3 and 4 just shown.
- these flanges 31 and 33 can have additional bends or profilings to improve their structural properties.
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Devices For Use In Laboratory Experiments (AREA)
- Pressure Vessels And Lids Thereof (AREA)
- Pallets (AREA)
Abstract
Description
Die vorliegender Erfindung betrifft einen Tankcontainer mit einem Tank und einem den Tank über Stirnrahmen aufnehmenden Rahmenwerk. Dabei sind die Stirnrahmen im unteren Bereich über eine Längsrahmenstruktur miteinander verbunden, die zwei seitliche Längsträger aufweist, wobei diese in ihren Endbereichen jeweils über eine Seitendiagonale und eine Bodendiagonale zusätzlich mit den Stirnrahmen verbunden sind. Die Seitendiagonalen verlaufen dabei jeweils in seitlichen Vertikalebenen schräg zwischen Längsträger und einer Eckstütze und die Bodendiagonalen - ebenfalls schräg - in einer bodennahen Horizontalebene zwischen Längsträger und einem unteren Querholm. Eckstütze und unterer Querholm sind dabei Elemente der Stirnrahmen.The present invention relates to a tank container with a tank and a tank on the front frame receiving framework. In this case, the end frames are connected to each other in the lower region via a longitudinal frame structure, which has two lateral side members, wherein these are additionally connected in their end regions via a side diagonal and a floor diagonal with the end frame. The side diagonals each run in lateral vertical planes obliquely between the longitudinal member and a corner support and the floor diagonals - also obliquely - in a ground level horizontal plane between the longitudinal member and a lower cross member. Corner support and lower cross member are elements of the front frame.
Tankcontainer, bei denen der Tank an seinen Stirnenden jeweils mit einem Stirnrahmen gekoppelt ist, sind beispielsweise aus der
Um dieses Problem zu lösen, werden inzwischen überwiegend Tankcontainer hergestellt, bei denen der Tank nur über Stirnringe bzw. Stirnringsegmente mit dem Stirnrahmen verbunden ist. Zur Verstärkung und Stabilisierung sind die Stirnrahmen untereinander, wenigstens im Bereich der unteren Eckbeschläge, mit zusätzlichen Längsrahmenstrukturen versehen.In order to solve this problem, now tank containers are predominantly made in which the tank is connected only via end rings or end ring segments with the front frame. For reinforcement and stabilization the end frames are provided with each other, at least in the region of the lower corner fittings, with additional longitudinal frame structures.
So einen Tankcontainer zeigen die
Beim Rangierbetrieb im Bahntransport können in Richtung der Längsachse 64 Beschleunigungskräfte auftreten, die durch Beschleunigungen verursacht werden, die das vier- bis sechsfache der Erdanziehung (g) betragen. Deswegen ist bei herkömmlichen Tankcontainern der Längsträger 62 sehr stabil ausgebildet. Nur so kann er die von den Boden- und Seitendiagonalen 68, 66 lokal eingeleiteten Reaktionskräfte ohne plastische Verformung aufnehmen. Vor allem die Rahmenbauteile machen diese bekannte Konstruktion vergleichsweise schwer.When maneuvering in rail transport 64 acceleration forces can occur in the direction of the longitudinal axis, which are caused by accelerations, which are four to six times the gravitational attraction (g). Therefore, the
Von dieser Problematik ausgehend besteht daher die Aufgabe der vorliegenden Erfindung darin, einen stirngesattelten Tankcontainer mit einer leichteren Rahmenstruktur bereitzustellen. Eine weitere Aufgabe kann darin bestehen, die Kraftübertragung zwischen Tank und Rahmenstruktur so zu optimieren, daß die Rahmenstruktur und insbesondere die Krafteinleitung zwischen Eckstützen, Seitendiagonalen und Längsträgern bzw. zwischen Querholmen, Bodendiagonalen und Längsträgern so gestaltet wird, daß insbesondere diese Bauteile bei gleicher Stabilität leichter ausgeführt werden können.Based on this problem, therefore, the object of the present invention is to provide a front-mounted tank container with a lighter frame structure. Another object may be to optimize the power transmission between the tank and frame structure so that the frame structure and in particular the introduction of force between corner posts, side diagonals and side rails or between cross beams, floor diagonals and side members is designed so that in particular these components with the same stability easier can be executed.
Diese Aufgabe löst der Tankcontainer gemäß Anspruch 1, der sich dadurch auszeichnet, daß die Seitendiagonalen und gegebenenfalls die Bodendiagonalen ein offenes Querschnittsprofil aufweisen. So ein offenes Querschnittsprofil erlaubt eine Gestaltung der entsprechenden Bauelemente (Boden Seitendiagonale), so daß die bei Belastungen auftretenden Spannungen gleichmäßiger verteil werden und lokale Spannungsspitzen an den Verbindungsstellen der fraglichen Bauelemente (Längsträgern, diagonale, Eckstütze; Längsträger, Bodendiagonale, Querholm) verringert werden. Der offene Profilquerschnitt erlaubt eine "weiche" Anbindung, die eine hohe Eigenelastizität der Gesamtstruktur zuläßt, ohne daß die erforderliche Stabilität zu stark verringert wird. So sind wesentlich leichtere Bauelemente als Längsträger und als Eckstützen verwendbar, ohne daß die Festigkeit der Gesamtstruktur zu stark absinkt.This object is achieved by the tank container according to
Dabei ist für die Seitendiagonale ein offener Trapezquerschnitt vorgesehen, bei dem von einem Grundflansch zwei Seitenschenkel jeweils in einem Winkel zwischen 145 und 165° abstehen. Diese Gestaltung erlaubt einen verlängerten Anschlußabschnitt der Seitendiagonalen an den Längsträgern und an den Eckstützen. Die speziell gewählte Neigung gewährleistet in den Randbereichen (d.h. im Bereich der Seitenschenkel) eine relativ weiche und lange Kopplung mit der Oberseite des Längsträgers, die zum Grundflansch hin allmählich steifer wird. Unerwünschte Punktlasten werden vermieden und Knickbeanspruchungen des Längsträgers verringert. Der symmetrische Aufbau gemäß Anspruch 2 erlaubt eine verschnittarme Herstellung der Seitendiagonalen durch Ablängen entsprechend profilierter Meterware.In this case, an open trapezoidal cross-section is provided for the side diagonal, in which protrude from a base flange two side legs each at an angle between 145 and 165 °. This design allows an extended connecting portion of the side diagonals on the side rails and on the corner supports. The specially selected inclination ensures in the border areas (ie in the area of the lateral limbs) a relatively soft and long coupling with the upper side of the longitudinal member, which gradually becomes stiffer towards the base flange. Unwanted point loads are avoided and buckling loads on the side member are reduced. The symmetrical structure according to claim 2 allows a low-profile production of the side diagonals by cutting in accordance with profiled meter goods.
Die Weiterbildung der Erfindung gemäß Anspruch 3 erlaubt eine weiter verbesserte Kraftübertragung zwischen Längsträger und Eckstütze. Die Längengestaltung der Seitendiagonale gemäß Anspruch 4 optimiert die freien Knicklängen am Längsträger und führt gemeinsam mit der Maßnahme gemäß Schutzanspruch 5 zu einer weiter materialoptimierten und damit gewichtsoptimierten Konstruktion.The development of the invention according to
Die Ausführung gemäß Anspruch 6 verbessert den Kraftfluß zwischen Seitendiagonale und Längsträger. Bei dieser Ausführung greift - bei entsprechender Gestaltung des Längsträgers als Hohlprofil - der relativ stabile Grundflanschbereich in einem relativ weichen Anschlußbereich des Längsträgers an. Dadurch wird auch hier eine elastische Bauteilkopplung mit verbesserter Spannungsverteilung realisiert.The embodiment according to claim 6 improves the power flow between the side diagonal and side members. In this embodiment engages - with appropriate design of the longitudinal member as a hollow profile - the relatively stable base flange in a relatively soft connection region of the longitudinal member. As a result, an elastic component coupling with improved stress distribution is also realized here.
Die Weiterbildungen der Erfindung, die in den Ansprüchen 7 bis 11 angegeben sind, betreffen die Gestaltung der Bodendiagonale, die gemäß Anspruch 7 einen nach unten offenen Hutprofilquerschnitt aufweist. So ein Hutprofil hat ähnliche strukturelle Vorteile wie der oben dargestellte offene Trapezquerschnitt der Seitendiagonale. Hier sind aber zusätzlich die freien Kanten der Seitenschenkel durch zusätzliche Krempenschenkel versteift (Anspruch 8). Dadurch kann das Profil insgesamt noch flacher ausgebildet werden und trotzdem eine entsprechende Knick- bzw. Ausbeuletabilität aufweisen. Diese flache Bauweise erlaubt vor allem im Anschlußbereich der Bodendiagonalen an die stirnseiten Querholmen mehr Bodenfreiheit für Anschlüsse bzw. für Isolierungen des Tanks.The developments of the invention, which are specified in claims 7 to 11, relate to the design of the floor diagonal, which has a downwardly open hat profile cross section according to claim 7. Such a hat profile has similar structural advantages as the open trapezoidal cross section of the side diagonal shown above. But here are also the free edges of the side legs stiffened by additional brim legs (claim 8). As a result, the profile can be made even flatter overall and still have a corresponding buckling or buckling stability. This flat construction allows more ground clearance for connections or for insulation of the tank, especially in the connection area of the floor diagonals on the front side cross members.
Dieser Effekt wird durch die Neigung zusätzlich verstärkt; gleichzeitig verhindert diese Gestaltung, daß sich Nässe und Schmutz auf dem Hauptflansch der Bodendiagonale sammelt und Korrosionsprobleme verursacht. Die Winkelanordnung zum Längsträger gemäß Anspruch 9 erlaubt auch hier eine strukturell besonders günstige Anbindung und eine verbesserte Kraftübertragung zwischen Querholm und Längslager.This effect is further enhanced by the inclination; At the same time, this design prevents moisture and dirt from accumulating on the main flange of the floor diagonal and causing corrosion problems. The angle arrangement to the longitudinal beam according to
Die Verjüngung gemäß Anspruch 10 erlaubt bei spannungsoptimierter Kraftübertragung zwischen Querholm und Längsträger eine gewichtsoptimierte Gestaltung der Bodendiagonale. Die Profiltiefe des Hutprofils (Höhe H) gemäß Anspruch 11 erlaubt die Verbindung eines relativ flachen (niedrigen) Querholms an einen vergleichsweise hohen Längsholm (in vertikaler Richtung gesehen) - auch hier mit einer "weichen" Verbindung zwischen Bodendiagonale und Längsträger bzw. Querholm.The taper according to
Die überlappenden Anschlußbereiche gemäß Anspruch 12 erlauben eine besonders knickoptimierte Krafteinleitung der Boden- und Seitendiagonalen in die seitlichen Längsträger.The overlapping connection areas according to
Die Ausbildung des Längsträgers als Hohlprofilträger mit quadratischem Querschnitt dessen Seitenflächen jeweils parallel zu einer Vertikal- bzw. Horizontalebene verlaufen.The formation of the longitudinal member as a hollow profile carrier with a square cross-section whose side surfaces each extend parallel to a vertical or horizontal plane.
Die Weiterbildung der Erfindung gemäß der Ansprüche 13 bis 15 erlaubt in Verbindung mit den besonderen Seiten- und Bodendiagonalen eine gegenüber herkömmlichen Stirnringkonstruktionen erheblich leichtere Ausführung. Dabei ist das Koppelstutzensegment gemäß Anspruch 14 besonders montagefreundlich bei der Ausrichtung von Stirnrahmen zu Tank, und die Weiterbildung gemäß Anspruch 15 erlaubt eine besonders wirtschaftliche Herstellung der Sattelringsegmente.The development of the invention according to the claims 13 to 15 allows in conjunction with the special side and floor diagonals compared to conventional Stirnringkonstruktionen considerably lighter design. In this case, the coupling tube segment according to
Ein Ausführungsbeispiel der vorliegenden Erfindung wird anhand der Zeichnungen beispielhaft erläutert; dabei zeigen:
- Fig. 1
- eine Seitenansicht eines erfindungsgemäßen Tankcontainers;
- Fig. 2
- eine geteilte Ansicht der Stirnrahmenseiten (von vorne und von hinten) des in
Fig. 1 dargestellten Tankcontainers; - Fig. 3
- eine Schnittdarstellung einer Bodendiagonale (Ansicht Y aus
Fig. 6 ); - Fig. 4
- eine Schnittdarstellung der Seitendiagonale im Anschlußbereich an die Eckstütze (Schnitt A-A in
Fig. 1 ); - Fig. 5
- eine Schnittdarstellung des Anschlußbereichs zwischen Tankende und Stirnrahmen (Schnitt B-B aus
Fig. 1 ); - Fig. 6
- eine Ansicht auf eine Bodendiagonale (Teilschnitt C-D aus
Fig. 2 ); - Fig. 7
- eine Seitenansicht eines Tankcontainers nach dem Stand der Technik;
- Fig. 8
- eine Teilansicht des Stirnrahmenbereichs des in
Fig. 7 dargestellten Tankcontainers (Schnitt A-A ausFig. 7 ); und - Fig. 9
- eine Ansicht auf eine Bodendiagonale des in
Fig. 7 dargestellten Tankcontainers (Ansicht Z ausFig. 8 ).
- Fig. 1
- a side view of a tank container according to the invention;
- Fig. 2
- a split view of the front frame sides (front and back) of the in
Fig. 1 illustrated tank container; - Fig. 3
- a sectional view of a floor diagonal (view Y from
Fig. 6 ); - Fig. 4
- a sectional view of the side diagonal in the connection area to the corner support (section AA in
Fig. 1 ); - Fig. 5
- a sectional view of the connection area between the tank end and end frame (section BB off
Fig. 1 ); - Fig. 6
- a view on a floor diagonal (partial cut CD out
Fig. 2 ); - Fig. 7
- a side view of a tank container according to the prior art;
- Fig. 8
- a partial view of the front frame portion of in
Fig. 7 illustrated tank container (section AA offFig. 7 ); and - Fig. 9
- a view on a floor diagonal of the in
Fig. 7 illustrated tank container (view Z fromFig. 8 ).
Der Grundaufbau eines erfindungsgemäßen Tankcontainers 1 wird nun anhand der
Der Tank 2 ist in den
Die linke Hälfte der
Die Längsrahmenstruktur 5 umfaßt hier untere Längsträger 12, deren Enden jeweils mit den Stirnrahmen 3 verbunden sind. Zusätzlich sind Seitendiagonale 14 vorgesehen, die schräg nach oben verlaufend von den unteren Längsträgern ausgehend zu den Stirnrahmen 3 führen. Im Bodenbereich sind Bodendiagonalen 16 vorgesehen, die sich in einer bodennahen Vertikalebene ebenfalls schräg vom unteren Längsträger 12 ausgehend zu den Stirnrahmen 3 erstrecken (siehe dazu auch
Die
Die Stirnrahmen 3 sind jeweils aus Eckstützen 18, unteren Eckbeschlägen 20, oberen Eckbeschlägen 22, einem oberen Querholm 24, einem unteren Querholm 26 bzw. 26', oberen Sirndiagonalen 28 und unteren Sirndiagonalen 30 aufgebaut.The end frames 3 are each constructed of corner supports 18,
Die Seitendiagonalen 14 verbinden jeweils einen Abschnitt L (siehe
Der in
Die Seitendiagonalen 14 bilden mit dem unteren Längsträger einen Winkel α (siehe
Der oben beschriebene Aufbau und die Anordnung der Seitendiagonale 14 erlaubt eine besonders spannungsgünstige Lastübertragung zwischen dem Anschlußbereich M an den Eckstützen 18 und dem Anschlußbereich L am unteren Längsträger 12. Das offene Trapezprofil gewährleistet dabei günstige Spannungsübergänge bei hoher Gestaltfestigkeit und geringem Gewicht.The structure described above and the arrangement of the side diagonal 14 allows a particularly stress-favorable load transfer between the connection region M at the corner supports 18 and the connection region L at the
Aufbau und Anordnung der Bodendiagonale 16 werden nachfolgend anhand der
Zusätzlich weist der Hauptflansch zur Horizontalen eine Neigung von etwa 5° auf. In anderen Ausführungen beträgt diese Neigung wenigstens 2°. Diese Maßnahme verhindert, daß sich Wasser oder Schmutz auf der Oberseite der Bodendiagonale 16 ansammelt.In addition, the main flange to the horizontal has an inclination of about 5 °. In other embodiments, this inclination is at least 2 °. This measure prevents water or dirt from accumulating on top of the floor diagonal 16.
Der in
Der oben beschriebene Aufbau und die Anordnung der Bodendiagonale 16 erlaubt bei flacher Bauweise eine spannungsoptimierte Kraftübertragung zwischen den unteren Querholmen 26 und 26' und den Längsträgern 12. Dabei gewährleisten die Krempenschenkel 36 und 37 eine weiche Anbindung an die Längsträger 12 bzw. die unteren Querholme 26 und 26' und bieten gleichzeitig bei flacher Bauweise eine vergleichsweise hohe Knickstabilität gegen Druckkräfte entlang der Hauptachse 33'.The structure described above and the arrangement of the floor diagonal 16 allows for a flat design a stress-optimized power transmission between the lower cross beams 26 and 26 'and the longitudinal beams 12. The
Im dargestellten Ausführungsbeispiel sind die Längsträger 12 aus einem Vierkantrohr mit einem quadratischen Querschnitt ausgebildet. Dabei weisen die Anschlußbereiche L und N der Seitendiagonalen 14 bzw. der Bodendiagonalen 16 eine Überlappung (schraffierter Bereich in
Das weite Ende des konischen Sattelringsegments 39 ist über seine Stirnfläche mit den Eckstützen 18, den oberen Stirndiagonalen 28 sowie den unteren Stirndiagonalen 30 verbunden. Stirnringsegmente 38 und konische Sattelringsegmente 39 können entweder einen geschlossenen Ring bilden (siehe Ansicht von vorne in
Im dargestellten Ausführungsbeispiel weist die Bodendiagonale 16 ein Hutprofil auf. In anderen Ausführungen kann auch die Bodendiagonalen 16 ein Trapezprofil aufweisen.In the illustrated embodiment, the floor diagonal 16 has a hat profile. In other embodiments, the floor diagonal 16 may have a trapezoidal profile.
Der Grundflansch 31 des Trapezprofils und der Hauptflansch 33 des Hutprofils sind in den
Weitere Ausführungen und Variationen ergeben sich für den Fachmann im Rahmen der nachfolgenden Ansprüche.Further embodiments and variations will become apparent to those skilled in the art within the scope of the following claims.
Claims (15)
- Tank container (1) having a tank (2) and a framework which receives the tank (2) via end frames (3), in which the end frames (3) are connected to one another in the lower region via a longitudinal frame structure (5), wherein at least two lateral longitudinal carriers (12) are provided which, in their end regions, have in each case one lateral diagonal member (14) which extends between the longitudinal carrier (12) and a corner support (18), and one base diagonal member (16) which extends between the longitudinal carrier (12) and a lower transverse spar (26, 26 '), wherein the lateral diagonal member (14) and possibly the base diagonal member (16) have an open cross-sectional profile and wherein the lateral diagonal member (14) has an open trapezoidal cross-section, in which the two legs (32) proceeding from a base flange (31) each enclose an angle (γ) of between 145 and 165°.
- Tank container (1) according to claim 1, wherein the base flange (31) and the side leg (32) are equally long in each case.
- Tank container (1) according to claims 1 or 2, wherein the lateral diagonal member (14) runs at an angle (α) of between 10 and 16° to the longitudinal carrier (12).
- Tank container (1) according to anyone of claims 1 to 3, wherein the one outer edge, forming an upper chord running between the corner support (18) and the longitudinal carrier (12), of the lateral diagonal member (14) is roughly one third of the longitudinal carrier (12).
- Tank container (1) according to claim 4, wherein the one inner edge, forming a lower chord running between the corner support (18) and the longitudinal carrier (12), of the lateral diagonal member (14) is roughly one half of the distance on the longitudinal carrier (12) between its connection end and the intersection with the upper chord.
- Tank container (1) according to anyone of the above claims, wherein the depth (t) of the lateral diagonal member (14), seen in the horizontal direction transverse to the longitudinal axis (6) of the tank container (1), amounts to at least one third of the width (B) of the longitudinal carrier profile.
- Tank container (1) according to anyone of the above claims, wherein the base diagonal member (16) is formed as a downwardly open cap profile.
- Tank container (1) according to claim 7, wherein the cap profile features a main flange (33), two side legs (34, 35) and two flange legs (36, 37) and the main flange (33) has an inclination of at least 3° to the horizontal along a main axis (33 ').
- Tank container (1) according to either of claims 7 and 8, wherein the main axis (33') of the base diagonal member (16) runs at an angle (β) of between 15 and 24° to the longitudinal carrier (12).
- Tank container (1) according to either of claims 8 and 9, wherein the main flange (33) is implemented such that it proceeds from the transverse spar (26, 26 ') tapered along the main axis (33') so that the side edges of the main flange (33) enclose an angle of between 0 and 5°.
- Tank container (1) according to anyone of claims 7 to 10, wherein a height (h) of the base diagonal member (16), seen in the vertical direction transverse to the longitudinal axis of the tank container, corresponds to at least one third of a height (H) of the longitudinal carrier (12).
- Tank container (1) according to anyone of the above claims, wherein the connection regions (L, N) of the lateral diagonal members (14) and the base diagonal members (16) on the longitudinal carrier (12) overlap by at least 50%.
- Tank container (1) according to anyone of the above claims, wherein the tank (2) and the end frame (3) are connected via a cylindrical front ring segment (38), secured to the tank, and a conical saddle ring segment (39) secured to the end frame (3).
- Tank container (1) according to claim 13, wherein a cylindrical couple connection piece segment (40) which, with its inner cylindrical peripheral face lies against the outer cylindrical peripheral face of the front ring segment (38), is formed on the narrow end, pointing to the tank, of the saddle ring segment (39).
- Tank container (1) according to claim 14, wherein the couple connection piece segment (40) is formed integrally on the saddle ring segment (39).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202006008574U DE202006008574U1 (en) | 2006-05-30 | 2006-05-30 | tank containers |
PCT/EP2006/012406 WO2007137619A1 (en) | 2006-05-30 | 2006-12-21 | Tank container |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2024257A1 EP2024257A1 (en) | 2009-02-18 |
EP2024257B1 true EP2024257B1 (en) | 2010-03-24 |
Family
ID=37771113
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06849392A Not-in-force EP2024257B1 (en) | 2006-05-30 | 2006-12-21 | Tank container |
Country Status (7)
Country | Link |
---|---|
US (1) | US8297459B2 (en) |
EP (1) | EP2024257B1 (en) |
CN (1) | CN101500909B (en) |
AT (1) | ATE461888T1 (en) |
DE (2) | DE202006008574U1 (en) |
WO (1) | WO2007137619A1 (en) |
ZA (1) | ZA200810144B (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103183193B (en) * | 2013-03-14 | 2015-07-15 | 上海中荷环保有限公司 | Tank type container for kitchen waste |
FI124858B (en) * | 2013-11-11 | 2015-02-27 | Oy Langh Ship Ab | Container-like cargo transport unit for transporting cylindrical cargo such as rollers |
CN104803130A (en) * | 2014-01-24 | 2015-07-29 | 南通中集罐式储运设备制造有限公司 | Can-type container and framework as well as apron ring thereof |
CN104192452B (en) * | 2014-08-28 | 2017-04-05 | 中车齐齐哈尔车辆有限公司 | A kind of connector of tank container and its tank body and framework |
CN106829241A (en) * | 2017-03-22 | 2017-06-13 | 安徽开乐专用车辆股份有限公司 | A kind of back belt type tank container |
RU182375U9 (en) * | 2018-04-27 | 2022-04-21 | РЕЙЛ 1520 АйПи ЛТД | tank container |
CN111619970B (en) * | 2019-02-27 | 2022-12-20 | 中集安瑞环科技股份有限公司 | Tank container |
CN116101655B (en) * | 2023-02-23 | 2024-07-23 | 厦门海辰储能科技股份有限公司 | Container |
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DE8335251U1 (en) * | 1984-03-15 | Westerwälder Eisenwerk Gerhard GmbH, 5241 Weitefeld | Tank container | |
US1761969A (en) * | 1926-09-04 | 1930-06-03 | Gen Motors Corp | Export shipping device |
US2325058A (en) * | 1941-04-19 | 1943-07-27 | Wilson H A Co | Temperature determination |
US3115982A (en) * | 1960-03-18 | 1963-12-31 | Liquefreeze Company Inc | Insulated freight car |
US3212696A (en) * | 1964-06-30 | 1965-10-19 | Moio Anthony | Cake box |
FI46830C (en) * | 1966-12-30 | 1973-07-10 | W U D Dev Ltd | Device for a large unit container or container. |
SE347936B (en) * | 1968-02-27 | 1972-08-21 | Westerwaelder Eisenwerk P Gerh | |
US3726431A (en) * | 1970-08-24 | 1973-04-10 | Fruehauf Corp | Containerized tank system |
FR2185137A5 (en) * | 1972-05-18 | 1973-12-28 | Bignier Schmid Laurent | |
DE2548356C2 (en) * | 1975-10-29 | 1982-11-11 | Westerwälder Eisenwerk Gerhard GmbH, 5241 Weitefeld | Double-walled transport container for liquids and gases |
FR2342913A1 (en) * | 1976-03-05 | 1977-09-30 | Hugonnet Ets | TANK CONTAINER |
DE3012938A1 (en) * | 1980-04-02 | 1981-10-08 | Graaff Kg, 3210 Elze | STORAGE OF A TANK IN A SUPPORT |
DE3212696C2 (en) * | 1982-04-05 | 1985-04-11 | Westerwälder Eisenwerk Gerhard GmbH, 5241 Weitefeld | Freight container |
DE3330561A1 (en) * | 1983-08-24 | 1985-03-07 | Westerwälder Eisenwerk Gerhard GmbH, 5241 Weitefeld | CARGO CONTAINER FOR FLOWABLE SUBSTANCES |
ZA896229B (en) * | 1988-08-23 | 1990-05-30 | Geoffrey Raymond Richter | Collapsible container |
IE63462B1 (en) | 1989-10-27 | 1995-04-19 | Container Design Ltd | A container tank |
DE69401068T2 (en) * | 1993-05-21 | 1997-07-03 | Container Design Ltd | FUEL TANK |
CN2162447Y (en) * | 1993-07-23 | 1994-04-20 | 常州华昌国际集装箱有限公司 | Tin type container |
DE29705851U1 (en) | 1997-04-02 | 1998-08-06 | Gerhard Engineering GmbH, 57586 Weitefeld | Tank container |
DE29720675U1 (en) * | 1997-11-21 | 1999-04-08 | Gerhard Engineering GmbH, 57586 Weitefeld | Container tank |
CN2423245Y (en) * | 2000-04-07 | 2001-03-14 | 北京唐车迅捷罐式集装箱有限公司 | Can-type container for liquified-gas-like |
DE20111808U1 (en) * | 2001-07-06 | 2001-10-31 | CTA Anlagenbau GmbH, 15517 Fürstenwalde | Container frame for transporting, storing and handling containers for cryogenic or other dangerous liquids |
DE20211594U1 (en) | 2002-07-15 | 2003-12-04 | WEW Westerwälder Eisenwerk GmbH | Floor frame structure for a tank container |
-
2006
- 2006-05-30 DE DE202006008574U patent/DE202006008574U1/en not_active Expired - Lifetime
- 2006-12-21 US US12/303,060 patent/US8297459B2/en not_active Expired - Fee Related
- 2006-12-21 EP EP06849392A patent/EP2024257B1/en not_active Not-in-force
- 2006-12-21 WO PCT/EP2006/012406 patent/WO2007137619A1/en active Application Filing
- 2006-12-21 AT AT06849392T patent/ATE461888T1/en active
- 2006-12-21 DE DE502006006540T patent/DE502006006540D1/en active Active
- 2006-12-21 CN CN2006800554701A patent/CN101500909B/en not_active Expired - Fee Related
-
2008
- 2008-11-28 ZA ZA200810144A patent/ZA200810144B/en unknown
Also Published As
Publication number | Publication date |
---|---|
CN101500909B (en) | 2011-06-15 |
EP2024257A1 (en) | 2009-02-18 |
CN101500909A (en) | 2009-08-05 |
ZA200810144B (en) | 2009-05-27 |
US8297459B2 (en) | 2012-10-30 |
DE202006008574U1 (en) | 2007-10-11 |
ATE461888T1 (en) | 2010-04-15 |
US20110049165A1 (en) | 2011-03-03 |
WO2007137619A1 (en) | 2007-12-06 |
DE502006006540D1 (en) | 2010-05-06 |
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