• 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:
    1507405 Structural joints P H MOE 22 March 1976 [20 March 1975] 11474/76 Heading F2M Tubular members 7 of a load-supporting structure, e.g. a steel suppporting truss for an oil drilling platform, are connected to arms 2-6 of a connecting piece 1 of forged steel by coupling elements 8 of frusto-conical form and also of forged steel, the ends of each coupling element being welded respectively at 9 and 10 to the respective tubular member 7 and connecting piece arm.
    公开号:SU716528A3
    申请号:SU762337393
    申请日:1976-03-19
    公开日:1980-02-15
    发明作者:Х.Мо Пер
    申请人:Kh Mo；
    IPC主号:
    专利说明:

    one
    The invention relates to the construction and can be used as nodes of the connection of building elements.
    A well-known unit for joining elements includes a team space packing and bolted rods of structure 1J attached to it.
    A disadvantage of the known technical solution is the increased material consumption of the gouge.
    A well-known unit for connecting elements, including a corrugated piece and rods 21 attached to it.
    The disadvantage of this node is the increased complexity of the connection.
    The closest technical solution to the invention is an element connection assembly comprising a connecting element provided with protruding parts to which the truss elements are attached (3,
    The disadvantage of this technical solution is the increased metal intensity of the unit.
    The purpose of the invention is to reduce the metal intensity of the unit.
    The goal is achieved by the fact that in the element connection assembly, including a connecting element, equipped with protruding parts, to which truss elements are attached, protruding parts are made in the form of brackets, each of which has transitional sections of conical shape, the other end of each of which is attached to the elements of the truss, and the part of the transition section located in the bracket zone is made solid, and its opposite part is made tubular, with the wall thickness of the transition section b proc eed in the bracket area and less on the extended
    remote from the bracket end. In this case, the node element is made of isotropic material, the node element can be made of forged steel, the transitional sections are made of isotropic material, transitional
    the sections can be made of forged steel, the axes of all the brackets are crossed in OD} by the 10th point located in the binder element.
    Nz FIG. 1 shows a connecting part with which a truss element is connected via a re (one part; in Fig. 2 - the same, 1 in the direction of arrow A {before connecting to the transitional part); in fig. 3 is a view along arrow B of FIG. 1. g The connecting part 1 is made of forged steel that has been cut to its final shape. The connecting piece has a plurality of brackets or protrusions 2, 3, 4, 5, 6, to each of which are attached a truss or link element. The center lines (axes) of the brackets are intersected in the center of the joint, and the outer end of each arm is terminated with a flat, surface, perpendicular to the axis of the bracket. The tubular element of the truss 7 is connected to the bracket 2 via the transition part 8. The element 7 is welded to the transition part 8 by a seam 9, and the transition part is in turn welded to a crushing body 2 by the length 10. Sv1) neet; electroslag welding, i.e. by partially encircling the edge with a water-cooled shirt containing the material to be welded when it is placed into the canadian or weld edge. forged steel isrimer. The left of the node shown in FIG. Figures 1 and 3 are in dashed lines; a groove 11 is indicated, a supporting structure, which is supported by the truss. Such an implementation of the node for joining elements allows its consumption of materials to be consumed. Fo rumula and goiter, and 1. A unit for connecting elements, including a connecting element, equipped with a protrusion with details, to which elements of the truss are attached, characterized in that, in order to reduce metal consumption, brackets, each of which is attached transition sections of conical shape, the other end of each of which is attached to the elements of the farm, and located in the zone of the bracket part of the transition section is solid, and the opposite part is tubular When this Width wall transition portion is greater in an arm area and less at the extended end remote from the bracket. 2. The assembly according to claim 1, characterized in that the subassembly is made of isotropic material 3. The assembly according to claim 1, which includes the assembly, is made of forged steel, 4. The assembly pop. 1.3 distinguished by the fact that the transition areas are made of isotropic material. 5. Node on PP. 1-4, characterized in that the transitions are made of forged steel. 6. A knot in PP, 1-5, characterized in that the axes of all the brackets are intersected at one point located in the connecting element. Sources of information taken into account in the examination 1. USSR author's certificate number 338608, cl. B 04 C 1/56, 1969. 2. Author's certificate of the USSR N 178470, cl. Е 04 В 1/58, 1964: 3. A. Kikin. I. Constructions made of steel pipes filled with concrete. M., 1974, stroiizdat, p. 31, FIG. 26
    权利要求:
    Claims (6)
    [1]
    Claim
    1. The node connecting the elements, including the connecting element provided with protruding parts to which the farm elements are attached, characterized in that, in order to reduce the metal consumption, the protruding parts are made in the form of crowns of 5 mattes, to each of which are attached transition sections of a conical shape, another the end of each of which is attached to the elements of the truss, and the part of the transition section located in the area of the bracket is solid and the opposite part is tubular, while the wall thickness one section is more in the area of the bracket and less at the extended end remote from the bracket.
    fifteen
    [2]
    2. Knot pop. 1, characterized in that the nodal element is made of isotropic material ^
    [3]
    3. The node πό π. 1, characterized in that the nodal element is made of forged steel,
    [4]
    4. The node according to paragraphs. 1, characterized in that the transition sections are made of r of isotropic material.
    [5]
    5. The node according to paragraphs. 1-4, characterized in that the transition sections are made of forged steel.
    [6]
    6. The node according to paragraphs. 1-5, characterized in that the axes of all the brackets are intersected at one point located in the connecting element.
    类似技术:
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    JPH1088737A|1998-04-07|Beam member and pillar/beam joint construction for steel structure
    SU1013598A1|1983-04-23|Joint of three-dimensional steel structure
    Laforce1984|Preparation of Metal Sections for Solid Phase Welding
    JPS641838A|1989-01-06|Connection device of architectural steel structural member
    SU703637A1|1979-12-15|Metal truss
    JPS6149794A|1986-03-11|Method for joining each metallic pipe in crossed state
    SU977632A1|1982-11-30|Butt joint between girder and pillar
    SU1647147A1|1991-05-07|Arrangement for joining components of shield
    Macken1992|Dual focus laser welding
    同族专利:
    公开号 | 公开日
    SE429881B|1983-10-03|
    SE7603256L|1976-09-21|
    US4101230A|1978-07-18|
    NO140940B|1979-09-03|
    NO140940C|1979-12-12|
    NO750967L|1976-09-21|
    GB1507405A|1978-04-12|
    CA1030721A|1978-05-09|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US2955353A|1956-01-18|1960-10-11|Allis Chalmers Mfg Co|Fabrication of large structural members and method therefor|
    FR1287569A|1961-02-03|1962-03-16|Assembly device for tubular elements|
    NL6712041A|1967-09-01|1969-03-04|
    US3632147A|1970-04-02|1972-01-04|Julie Finger|Modular frame structure and connector|
    DE2260417A1|1972-12-07|1974-06-20|Mannesmann Roehren Werke Ag|NODE CONNECTION|GB2037929B|1978-12-22|1982-06-30|Akers Mek Verksted As|Joint for a truss|
    US4648750A|1985-03-25|1987-03-10|Horton Edward E|Jacket tower structure and method of installation|
    FI82762C|1988-04-29|1991-04-10|Rauma Repola Oy|Abutment|
    EA201590178A1|2012-07-23|2016-05-31|Салтус Полес Кк|SUPPORT OF MINE MOUNT|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    NO750967A|NO140940C|1975-03-20|1975-03-20|HOLIDAY FOR TRADES.|
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