• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates to the field of container transport of liquid cargo. The purpose of the invention is to increase the compressive strength while reducing the weight of the tank. The container tank, durable in compression, has a casing assembled from several parallel cylindrical shells, the cross section of each of which has the shape of a part of a circle, with two adjacent shells interconnected by means of a tubular longitudinal beam placed in the area of their groove. Oppositely located longitudinal beams are interconnected by tube-shaped transverse beams working in tension. At the place of fastening of the transverse beams working for stretching, the reinforcing element in the form of a pipe section is inserted into the corresponding longitudinal beam. 7 hp ff, 4 ill.
    公开号:SU1669396A3
    申请号:SU884356023
    申请日:1988-06-30
    公开日:1991-08-07
    发明作者:Герхард Хельмут
    申请人:Вестервельдер Айзенверк Герхард Гмбх (Фирма)；
    IPC主号:
    专利说明:

    Yo
    The invention relates to the field of container transport of liquid cargo.
    The purpose of the invention is to increase the compressive strength while reducing the mass of the tank.
    FIG. 1 shows a reservoir inserted between two end frames of the container, side view; in fig. 2 - the same, front view; in fig. 3 shows section A-A in FIG. one; in fig. 4 - longitudinal beam, section.
    The tank has a casing of four parallel cylindrical shells 1, the cross section of each of which has the shape of a part of a circle, and of the two end bottoms 2 provided on the front sides of the tank. The cross-section of the tank has the shape of a four-leaf clover leaf, with the axes of the four shells 1 defining the vertices of the rectangle. The tank is connected through the lower saddle inserts 3 and the upper supporting elements 4 with two end frames 5 of the container. In the region of each groove between the two adjacent shells 1, one pipe-shaped longitudinal beam 6 is installed, passing in the longitudinal direction of the tank. As follows from FIG. 1, the ends of the beam 6 are chamfered approximately at an angle of 45 ° or at a smaller angle so that the portion of the smallest length of the beam 6 is directed towards the inside of the tank, and the portion of the greatest length of the beam 6 adjoins the bottom 2. Each bottom 2 of the tank is attached with edges approximately at an angle of 45 ° or at a smaller angle four wedge-shaped elements 7 of sheet metal, each of which enters the region of the corresponding groove between two adjacent shells 1 and at the same time closes that part of the beveled end respectively
    oh oh
    CJ
    what about

    with
    a tubular longitudinal girder 6. which is located outside the shell 1. In addition, the tank is covered by two reinforcing rings 8, the contour of which corresponds to the contour of the tank, Pipe-shaped transverse beams 9 and 10, working in tension, passage; vertically to the axis of the tank through the cavity of the latter. Each time one vertical 9 and one horizontal 10 transverse beams are located directly next to each other in such a way that they contact in the intersection area with each other. To further increase stiffness, these beams can be interconnected with each other. A tank with a length of 20 feet (6,058 mm) is provided with four pepper blocks 9 and 10 operating and tensile.
    It is advisable that each of the cross beams 9 and 10, with their ends, pass through the corresponding longitudinal beam 6, with the short section of the transverse beam protruding from the longitudinal beam to the outside. In the area of the longitudinal passage, the beam 6 is reinforced with a pipe segment 11 inserted and welded at the intersections of the walls. As shown in FIG. 1, overview of the end of the 11 mop pipe sections / be beveled in such a way that the longest length of each 11 pipe segment is npresl, from the inside to the interior, which will give /, as well, a gradual transition of the voltage and; - the reinforced zone of the extension beam 6 and a strong zone, the inside of the part of the pipe segments 11 of the most ibU ei length, which have the shape of tabs, are to some extent elastic.
    As follows from FIG. The 3 horses of the transverse beam 10, working for stretching, are welded with the longitudinal beam bis section 11 of the pipe both at the point of passage inside the tank and at the point of passage outside the tank. Since the maximum reinforcing effect of pipe section 11 is achieved only by eliminating relative movements between pipe section 11 and pipe-like longitudinal beam 6. Both of these structural elements can be connected directly to each other by welding, which is carried out along the edge contour of holes 12 provided in the longitudinal beam b. Both appropriate shells (1) are welded to the longitudinal beam C.
    The shells 1, the transverse beams 9 and 10, which are not tensioned, and the longitudinal beams 6 are made of metal for the manufacture of tanks, i.e. according
    0 5
    0 5 0 5
    0 5
    the designation of a tank of high-grade steel, 11 pipe sections that are not in contact with the material being loaded, are made of a high-strength 1NNU stapling structure or of grain-grained steel.
    It is advisable to make a tubular shaped girder 6 of a material of lower quality, and according to FIG. 4th pristal beam 6, which is located between the tank and the tank; -o / ket jt, iTt grab the 1st; ammunition cmmn of the torpedo from the same material as the i tank, and cooked with pg: dolloi T / alky 6 .L,; mrodg. on the other edges of the s.-2 (.% of the snake peS V -yapa than to the gils, - ze pi / -. corresponding shells i
    EGLM ISKHOL.I-L FROM THE TIPSHN / / ZZMOPOG,
    i; ..} sysota 2600 mm cc irpny about 25CC, m, rc is obtained with rspogzzhenii loosened shells 1 in the form of four-lobe petals
    41G LeOHOIO LIST. SG 2 1 G.P1- ISR, Cfib30bjhtn pipelines 1.: - Nodopen b-zlsk 5 with a diameter of about i cho 200 mm for Mo convexity sbslchch to 1 ismchogz less than 2000 mm S1 this value was received by the method of cold and cold. rokytki. T-PREVIOUSLY, when using these sub-subsectional longitudinal beams 5 sheath- /., - i, 1. By the way Tinopc Direct: i.pc, tkg, VK that the ISS .i Cr..b.J1 C TO S / X NPO u) 0 lOJCf C)
    bran1 b1l t CCI.GJ пkich ptd, r, i L-I SU 4j. Riach;., g zsd0, .-. PI PIChO IS POSSIBLE FOR EXPLOITING | LZO5 “the year d - the feet of a case sbs ,, 1 ki, vyps IHCIJ 1st for the sake of the Gynno hchech b ml.
    Tr oyoog) ppsdol.e G pplzdol. E .klki h F boebo zy pep-pnye Ospkhi and 10, as an example, gschni i / c.crs0 g-vat for prog / scank teglonlo ;, ch. W of coolant, available external ps leading k connection with Ooprozod. In Eannom Spoggig Cetz Obrch and HEL POLE, the potoechnye Palki ° and 10, working
    5 per plant, oh their revenge. Acquisition through npi dognye Pg.lki 5 g -. Probably 14 to get a system. connected pipes (fig. 3),
    The formula is: and a version of a 1. A reservoir x a g of a cher for liquid materials containing a scatter parallel to the arrays of cylindrical cylindrical shells, each of which has a sectional shape and is located between the longitudinal beams working for paradise the transverse amplifying batches, the end sections of each of which are fixed in the opposite longitudinal piles. characterized in that, in order to increase
    compressive strength while reducing the mass of the tank, it is equipped with reinforcing elements in the form of pipe sections, the longitudinal beams are made in the form of pipes, and each pipe segment is installed inside the longitudinal beam in the zone of fixing in it the transverse beam.
    2. The reservoir according to claim 1, characterized in that the pipe sections are beveled at the ends and are installed so that the section of the pipe section with the greatest length is directed inside the tank.
    3. Reservoir for PP. 1 or 2, that is, with the fact that the transverse beams working for stretching pass through the longitudinal beams, and the lengths of pipes installed inside the latter are welded to them at the intersections of the walls .
    4. The reservoir for PP. 1-3, it differs from the fact that holes are made in the longitudinal beams in the installation zone of the pipe sections, and each pipe section is attached to the longitudinal beam by welding along the contour of the holes.
    5. Reservoir for PP. 1-4, characterized in that the pipe sections are fixed in
    7
    eleven
    five
    g
    1
    longitudinal beams by welding along the edges of the recesses made in the longitudinal beams.
    6. The reserve on pl. 1-5, characterized in that the parts of the longitudinal beams protruding into the tank are provided with cylindrical sleeves covering them, each of which is made of the same material as the shell, and the sleeves are connected to the longitudinal beams by welding along their longitudinal edges outside the tank.
    7. A reservoir according to claim 1, characterized in that the casing is formed of four cylindrical shells arranged so that their axes of symmetry define the vertices of the rectangle, each cylindrical circular shell made of rolled whole steel sheet along the entire length and convex across the rolling direction.
    8. Reservoir for PP. 1-7, characterized in that the longitudinal and transverse beams are pypolneny with the possibility of the passage of coolant or coolant through them.
    eleven
    1Z
    A-A
    eleven
    fig.Z
    If /
    9
    FIG 4
    13
    权利要求:
    Claims (8)
    [1]
    Claim
    1. The reservoir cc;: t:. 'Is a pen for liquid materials, containing a casing made of several parallel cylindrical shells, each of which in cross section has the shape of a circle and is located between longitudinal beams, tensile transverse reinforcing beams, end sections of each of which are fixed in opposite longitudinal power girders, which is distinguished by the fact that, in order to increase the compressive strength while reducing the mass of the tank, it is equipped with reinforcing elements in the form of a segment in pipes, the longitudinal beams are made in the form of pipes, and each pipe segment is installed 5 inside the longitudinal beam in the zone of fastening of the transverse beam in it.
    [2]
    2. Tank pop. 1, characterized in that the pipe sections are chamfered at the ends and installed so that the section of pipe section 10 with the longest length is directed inside the tank.
    [3]
    3. The reservoir according to paragraphs. 1 or 2. The condition is that the transverse beams working in tension pass through 15 through the longitudinal beams, and the pipe sections installed inside the latter are connected to them by welding at the intersection of the walls.
    [4]
    4. The reservoir according to paragraphs. 1-3, characterized by the fact that in the longitudinal beams in the installation zone of the pipe segments holes are made, and each pipe segment is attached to the longitudinal beam by welding along the contour of the holes. 25
    [5]
    5. The reservoir according to paragraphs. 1-4, characterized in that the pipe segments are fixed in the longitudinal beams by welding along the edges of the recesses made in the longitudinal beams.
    [6]
    6. The reservoir according to paragraphs. 1-5, characterized in that the protruding parts of the longitudinal beams protruding into the reservoir are provided with cylindrical sleeves covering them, each of which is made of the same material as the shell, the sleeves being connected to the longitudinal beams by welding along their longitudinal edges outside the tank.
    [7]
    7. Tank pop. 1, characterized in that the casing is formed of four cylindrical shells arranged so that their axis of symmetry define the vertices of the rectangle, each cylindrical circular shell made of rolled sheet steel integral along the entire length and convex across the rolling direction.
    [8]
    8. The reservoir according to paragraphs. 1-7, characterized in that the longitudinal and transverse beams are made with the possibility of passage through them of a coolant or refrigerant.
    FIG. 1
    Φυζ.Ζ Fig. 3
    Compiled by I. Kashkur Editor V. Danko Tehred M Morgenthl Corrector O. Krzvocea
    Order 2661 Circulation Subscription
    VNIIIPI of the State Committee for Inventions and Discoveries at the State Committee for Science and Technology
    113035, Moscow, Zh-35, Raushskaya nab .. 4/5
    Production and Publishing Plant Patent, Uzhhorod, Gagarina 101
    类似技术:
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    CN101365854B|2012-08-08|Pneumatic structural element
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    SU1055801A1|1983-11-23|Ferroconcrete shell
    SU950872A1|1982-08-15|Reinforcement framework of ferroconcrete articles
    SU1021753A1|1983-06-07|Curvilinear ferroconcrete member for silo-type prefabricated storage
    RU1779725C|1992-12-07|Framework
    SU1065565A1|1984-01-07|Reinforcement framework for upper belt of ferroconcrete girder
    SU1735549A1|1992-05-23|Method of restructuring parabolic bunker wall
    SU1030519A1|1983-07-23|Conveyor gallery
    SU842185A1|1981-06-30|Curvilinear ferroconcrete element for silo-type prefabricated storage
    GB674000A|1952-06-18|Improvements in or relating to prestressed concrete structures
    SU1763605A1|1992-09-23|Reinforcing frame of edge ferroconcrete beam
    同族专利:
    公开号 | 公开日
    DD271307A5|1989-08-30|
    JPS6445286A|1989-02-17|
    DE8710906U1|1988-12-22|
    CS457188A2|1990-02-12|
    ES2026602T3|1992-05-01|
    EP0303796B1|1991-11-13|
    CS271492B2|1990-10-12|
    CA1309669C|1992-11-03|
    HK96892A|1992-12-11|
    AU594883B2|1990-03-15|
    US4840282A|1989-06-20|
    EP0303796A1|1989-02-22|
    KR910007938B1|1991-10-04|
    JPH0419107B2|1992-03-30|
    AU1827388A|1989-02-16|
    IE881983L|1989-02-10|
    KR890003604A|1989-04-15|
    DE3866188D1|1991-12-19|
    IE61312B1|1994-10-19|
    SG15792G|1992-05-22|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US1757923A|1927-06-15|1930-05-06|James Russell Boiler Works Co|Storage tank|
    AT238647B|1962-10-30|1965-02-25|G Weiske Fa Ing|Rectangular tank|
    DE6601008U|1968-07-30|1969-02-27|Schulte F|TANK CONTAINER.|
    DE1946737A1|1969-09-16|1971-03-25|Elbatainer Kunststoff|Closed liquid container formed from a thermoplastic material using the blow molding process|
    US3774812A|1972-02-03|1973-11-27|J Lemelson|Molded container with internal su port means|
    DE2209484C3|1972-02-29|1974-07-04|Westerwaelder Eisenwerk Gerhard Kg, 5241 Weitefeld|Pressure-resistant transcontainer for flowable goods|
    DE2253235C2|1972-10-30|1974-10-24|Westerwaelder Eisenwerk Gerhard Kg, 5241 Weitefeld|Pressure-resistant transcontainer for flowable goods|
    US3948408A|1973-04-02|1976-04-06|Ecodyne Corporation|Pump station structure|
    IT1097697B|1978-08-04|1985-08-31|Sub Sea Oil Services Spa|STRUCTURE FOR HULLS OR UNDERWATER TANKS RESISTANT TO EXTERNAL PRESSURE SUITABLE FOR USE IN GREAT PROFIT|
    FR2463076B1|1979-05-29|1983-03-25|Bignier Schmid Laurent|
    DE3212696C2|1982-04-05|1985-04-11|Westerwälder Eisenwerk Gerhard GmbH, 5241 Weitefeld|Freight container|
    US4451975A|1982-06-14|1984-06-05|Litton Systems, Inc.|Contact mounting press|
    US4481975A|1982-06-24|1984-11-13|B. Shawn Buckley|Multi-sheet corrugated tank construction for passive solar heating systems|
    GB2160157B|1984-05-18|1987-02-18|Rosenbauer Kg Konrad|Transport tank for service vehicles|DE8901105U1|1989-02-01|1990-06-21|Westerwaelder Eisenwerk Gerhard Gmbh, 5241 Weitefeld, De|
    EP0411389A1|1989-08-02|1991-02-06|Hans-Jürgen Klatt|Fluid-tight collecting vessel|
    DE9105682U1|1991-05-07|1992-09-10|Westerwaelder Eisenwerk Gerhard Gmbh, 5241 Weitefeld, De|
    US5353967A|1993-04-20|1994-10-11|Northbrook Rail Corporation|Dry bulk pressure differential container|
    DE9402475U1|1994-02-15|1995-06-14|Westerwaelder Eisen Gerhard|Tank container with ladder in the front frame|
    US6004035A|1996-02-05|1999-12-21|Hafer; Harold Franklin|Flexible bulk container with supporting side beams|
    US5871148A|1996-02-05|1999-02-16|Hafer; Harold Franklin|Bulk box container with supporting side beams|
    BR9612498A|1996-02-16|1999-07-20|Aluminum Co Of America|Container module for intermodal transport and dry fluid product storage|
    US5960974A|1996-10-03|1999-10-05|Advance Engineered Products Ltd.|Intermodal bulk container|
    US6079580A|1998-04-15|2000-06-27|Snyder Industries, Inc.|Molded tank|
    US6193099B1|1999-03-29|2001-02-27|Snyder Industries, Inc.|Rotationally molded part having integrally formed reinforcement|
    FR2924697B1|2007-12-07|2012-09-21|Maya Group|TANK INTENDED FOR BREAKING|
    DE102008064364A1|2008-12-22|2010-07-01|WEW Westerwälder Eisenwerk GmbH|Pressure vessel for a transport container arrangement|
    WO2015006381A2|2013-07-08|2015-01-15|Loukus Adam R|Core structured components and containers|
    US9234626B2|2013-10-28|2016-01-12|Battelle Memorial Institute|Conformable pressure vessel for high pressure gas storage|
    RU185561U1|2018-06-25|2018-12-11|Общество с ограниченной ответственностью "Всесоюзный научно-исследовательский центр транспортных технологий" |BOILER FOR TRANSPORTATION AND STORAGE OF LIQUID CARGO|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    DE8710906U|DE8710906U1|1987-08-10|1987-08-10|
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