• 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:
    PCT No. PCT/NO85/00057 Sec. 371 Date Jul. 18, 1986 Sec. 102(e) Date Jul. 18, 1986 PCT Filed Sep. 18, 1985 PCT Pub. No. WO86/01845 PCT Pub. Date Mar. 27, 1986.Method of constructing an offshore truss work type tower structure, and a tower structure comprising outer legs and leg connecting trusses, where all legs being parallel, trusses between outer legs and trusses arranged inwardly from outer legs, being diagonally arranged, one or more internal leg or legs being arranged in equidistant adjacent outer legs, all trusses from and between outer legs being arranged diagonally and secured to the legs by welding to forged nodal points whereby each nodal point on an outer leg being arranged at a level intermediate two nodal point levels on adjacent legs.
    公开号:SU1755711A3
    申请号:SU864027612
    申请日:1986-05-16
    公开日:1992-08-15
    发明作者:Арне Сименсен Пер；Хокон Эйде Гуннар
    申请人:Сага Петролеум А.С. (Фирма)；
    IPC主号:
    专利说明:

    FIELD OF THE INVENTION The invention relates to hydraulic construction, in particular, to structures of offshore towers.
    The purpose of the invention is to simplify installation and construction by unifying nodal points.
    Fig. 1 schematically shows a part of a marine tower in the form of a single hexagon; figure 2 - the same, in the form of a double hexagon; fig.Z - the same, in the form of a triple hexagon; 4 shows the stages of constructing a tower in the shape of a single hexagon; figure 5 is the same, in the form of two hexagons; fig.b - the same, in the form of three hexagons.
    Marine tower contains external racks 1 - 6 and the central rack 7.
    The node point 8 on the outer rack 6 and the node 9 on the outer rack 2, as well as the corresponding nodal points on the outer rack 4 are located at the same level. From node 8, link 10 goes up to node 11 on outer rack 5 and node 12 on rack 1 and down to node 13 on rack 5 and node 14 on rack 1. Anchor points 13 and 14, as well as a third the node point on the rack 3 is located on the same level and between the two levels where the node points of the rack 6 are located.
    In addition to links 10 of two racks 5 and b, used to fasten the exterior panels, links 15 exit from node 8 up to node 16 and down to node 17 on the central rack 17. Point 16 on the central rack 7 is located at the same level as the nodal points 11 and 12 on the uprights 5 and 1, respectively.
    In the case of making the tower in the form of double (FIG. 2) and triple (FIG. 3) hexagons, the horizontal links 18 are located between the internal racks 19 and 20 at each node of the double hexagonal tower as shown in FIG. , and between the inner pillars 21,22 and 23 of the tower of triple hexagonal shape, as shown in FIG.
    The design is mounted as follows.
    In the manufacture of a tower having the shape of one hexagon in the plan, first on the ground a radial panel is mounted between the pillar 2 and the central pillar 7 and then this panel is rotated around the central pillar 7 to the position in which the pillars 7 and 2 are connected to the pillar 1, therefore, a triangular structure is formed. At the same time, the outer panel is assembled, containing the supports 3 and 4 with the links connecting them, after which this panel is turned around the support 4 so that
    The links can be installed between the outer pillars 3 and 2 and between the outer pillars 3 and 4 and the central pillar 7.
    Then, the structure consisting of racks 1-4 and 7 is raised and mounted at ground level, the outer panel consisting of racks 5 and 6 with links connecting them, after which this panel is rotated around rack 6. In this position can be fixed between racks 4 and 5, between racks 1 and b, and also between the central rack and links 5 and 6.
    A double hexagon tower in plan can be mounted, as shown in FIG. 5, by welding the outer racks 1 and 4, as well as the inner pole 19 at ground level and simultaneously by welding the panel consisting of the outer racks 6 and 24 and the inner posts 20. After that, these panels are rotated around rack 6. In this position, bindings can be fixed between posts 4 and 5 and between posts 1 and b, as well as between the central post and links 5 and 6.
    The tower in the form of a double hexagon in the plan can be mounted, as shown in FIG. 6, by welding the outer racks 1 and 4, as well as the inner pole 19 at ground level and at the same time by welding the panel consisting of the outer racks 6 and 24 and the inner racks 20. After that, these panels are rotated around racks 1 and 6, respectively, at the ground level they mount an outer panel consisting of racks 2 and 3 and racks 25 and 26, respectively, and rotate these panels around racks 2 and 26, after which they mount bindings between outer posts 3 and 4.2 and 1, as well as with the uprights 24 and 25 and 6 and 26. As well as the inner links between the center post 19 and the uprights 2 and 3 and 4, respectively, the center post 20 and the uprights 25 and 26. Thereafter, the structure consisting of the outer racks 1-4 and the inner rack 19. rotate around the rack 1 and secure the ties between the racks 4 and 24, 1 and 6, 4 and 20, 19 and 6. And also the horizontal braces 18 between the inner racks 19 and 20.
    When constructing a tower in the form of a triple hexagon in the plan, the structure shown in FIG. 5 is turned around the stand to the position shown in FIG. The outer panel, consisting of racks, is mounted at ground level and then rotated around the rack, after which it is fastened with a tie between the outer racks. In the case of a triple hexagon, the inner posts are connected by horizontal links 18. when
    the surface structure is as shown in FIG.
    权利要求:
    Claims (4)
    [1]
    1. The naval tower, which includes a plurality of outer pillars and at least one inner pillar, with all the pillars mounted vertically and in parallel
    and interconnected by ties, all of which are connected to the uprights at the nodal points, which is, in order to simplify installation and construction by unifying the nodal points, the uprights are installed at equal distances from the adjacent uprights, at each nodal point located on the outer rack, there are six links that connect the rack with adjacent outer racks and the inner rack, and the links are connected to the stanchions by welding and are located at the same angle and relative to the adjacent rack, each the knot point of the outer rack is located vertically in the middle between two nodal points of the adjacent racks. -
    [2]
    2. The display of claim 1, about tl and h and y and a. due to the fact that the tower has a hexagonal cross-section, with the outer racks placed at the corners of the hexagon, and the inner rack located within the hexagon.
    [3]
    3. A tower according to claim 1, characterized in that the tower has a hexagonal cross-section with two inner posts, consisting of two hexagons, partially overlapping each other so that the inner rack of the second hexagon is the outer rack of the first hexagon, and The cables connecting the inner racks to each other are arranged perpendicular to the racks.
    [4]
    4. The tower according to claim 1, so that the tower has a hexagonal cross-section with three internal posts of the main board of three x Six-angles, partially overlapping each other so that the rack of each of the hexagons is the outer rack of the other two hexagons. The ligaments connecting the inner racks to each other are arranged perpendicular to the racks.
    five. 2
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    7 1 6 5 24 3 2,
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    FIG. 6
    类似技术:
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    同族专利:
    公开号 | 公开日
    AU4809285A|1986-04-08|
    JPH0454761B2|1992-09-01|
    ES8705068A1|1987-05-01|
    NO861968L|1986-07-10|
    WO1986001845A1|1986-03-27|
    FI862071A|1986-05-19|
    FI862071A0|1986-05-19|
    FI82966C|1991-05-10|
    KR870700267A|1987-08-20|
    DK228286D0|1986-05-16|
    NO159031B|1988-08-15|
    EP0201513A1|1986-11-20|
    JPS62500394A|1987-02-19|
    AU582390B2|1989-03-23|
    EP0201513B1|1989-01-25|
    DE3567924D1|1989-03-02|
    ES547097A0|1987-05-01|
    US4743141A|1988-05-10|
    OA08865A|1989-10-31|
    CA1236985A|1988-05-24|
    NO843746L|1986-03-20|
    DK154707C|1989-06-05|
    DK228286A|1986-05-16|
    DK154707B|1988-12-12|
    FI82966B|1991-01-31|
    BR8506928A|1986-12-23|
    NO159031C|1988-11-23|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US2597110A|1949-08-12|1952-05-20|Lacy Robert|Marine structure|
    US3094847A|1960-10-19|1963-06-25|Shell Oil Co|Offshore platform structure|
    DE1434017A1|1962-09-22|1968-10-24|Rensch Eberhard|Single or multi-storey building made of prefabricated components|
    US3412981A|1966-09-29|1968-11-26|Offshore Co|Marine platform support assembly|
    US3563580A|1967-10-16|1971-02-16|Anthony Frederick Black|Frame joint|
    DE1957913C3|1969-11-12|1974-04-25|Mannesmann Leichtbau Gmbh, 8000 Muenchen|Composable framework support|
    GB1477461A|1973-06-01|1977-06-22|King Wilkinson Ltd|Off-shore structures|
    US4106302A|1976-05-17|1978-08-15|Maschinenfabrik Augsburg-Nurnberg Aktiengesellschaft|Off-shore drilling and production platform and method of building same|
    US4227831A|1978-04-04|1980-10-14|Raymond International Builders, Inc.|Self-contained offshore platform|
    GB2066336B|1979-12-27|1983-11-02|Doris Dev Richesse Sous Marine|Oscitlalable marine installation and method for its construction|
    IT1150283B|1982-03-12|1986-12-10|Tecnomare Spa|PERFECTED FIXED PLATFORM WITH A RETICULAR AND TRIPOD STRUCTURE FOR HIGH BOTTOMS AND PROCEDURE FOR ITS INSTALLATION|
    FR2530697A1|1982-07-22|1984-01-27|Petroles Cie Francaise|OSCILLATING MARINE PLATFORM|GB9321078D0|1993-10-13|1993-12-01|Kvaerner Earl & Wright|Offshore tower structure and method of installation|
    CN101351606A|2005-05-13|2009-01-21|特雷西·利文斯顿|Structural tower|
    WO2007092106A2|2005-12-30|2007-08-16|Tracy Livingston|Lifting system and apparatus for constructing wind turbine towers|
    US8069634B2|2006-10-02|2011-12-06|General Electric Company|Lifting system and apparatus for constructing and enclosing wind turbine towers|
    WO2008042410A2|2006-10-02|2008-04-10|Wind Tower Systems, Llc|Drive pin system for a wind turbine structural tower|
    US20080080946A1|2006-10-02|2008-04-03|Tracy Livingston|Expansion pin system for a wind turbine structural tower|
    WO2009126696A1|2008-04-08|2009-10-15|Ufo Wind Llc|Wind-driven generation of power|
    US8016268B2|2008-05-30|2011-09-13|Wind Tower Systems, Llc|Wind tower service lift|
    EP2376726A4|2008-12-15|2014-07-02|Ge Wind Energy Llc|Structural shape for wind tower members|
    US8444347B2|2010-08-03|2013-05-21|Technip France|Truss heave plate system for offshore platform|
    CN103722295B|2012-10-11|2016-02-03|烟台中集来福士海洋工程有限公司|For the anti-deforming welding method of drilling platform leg|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    NO843746A|NO843746L|1984-09-19|1984-09-19|HEXAGONAL SKETCH TOWER AND PROCEDURE FOR THE PREPARATION OF SUCH.|
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