• 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:
    Modular tower formed by several rings (1, 1 ') assembled together that make up the tower in height. The tower has horizontal joints (4) between the rings (1). The horizontal joints (4) are prestressed. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2597429A1
    申请号:ES201531056
    申请日:2015-07-17
    公开日:2017-01-18
    发明作者:Juan Carlos ARROYO PORTERO；Carlos RÍOS FRUTOS；Fernando IZQUIERDO SERRANO
    申请人:Calter Ingenieria S L；Calter Ingenieria SL；
    IPC主号:
    专利说明:

    DESCRIPTIONMODULAR TOWER
    MODULAR TOWER



    Dependent claims define additional features of the invention.
    The invention solves a series of problems that until now remained unsolved:
    - Stability of the tower during the tower assembly process.
    - Complexity of the tower assembly process, which slows down the 5 execution of the tower.
    - Complexity of the tower assembly process, which slows the pace of
    5

    Tower execution.





    the joint, increasing the stability of the tower during the assembly process compared, for example, with the provisions used in other solutions, this is the use of metal sheets or neoprene pads.
    - The amount of external prestressing elements of the tower (tendons) is reduced, thanks to the collaboration of the prestressed bar-like elements in the horizontal joint 5.
    - The amount of external prestressing elements of the tower (tendons) is reduced, thanks to the collaboration of the prestressed bar-like elements in the joint
    5

    horizontal.








    Figure 8 is a horizontal section in detail of a prestressed vertical joint, with an enclosure for pouring mortar.
    Figure 9 is a horizontal section in detail of a prestressed vertical joint with direct contact between segment sides and regularization resin element.
    Figure 10 shows external cords of external prestressing in the rings, 5 guaranteeing the monolithism of the vertical joints.
    Figure 10 shows outer strands of outer prestressing in the rings,
    5

    guaranteeing the monolithism of vertical joints.







    Tangential connection means (331, 332)
    Prestressed Tangential Bars (331)
    Prestressed Tangential Screws (332)
    Cords (34)
    Enclosure (35) for pouring mortar 5
    Horizontal joint (4)
    Axial connection means (41, 42)
    Pre-tensioned axial bars (41)
    Prestressed axial screws (42)
    Anchor plates (47) 10
    Passive Mounting Armor (43)
    Sheath (46)
    Regularization elements (44)














    - passive mounting reinforcement (43);
    - regularization elements (44).
    The resin type regularization element in horizontal joints guarantees:
    - A perfect contact between ring surfaces, the entire surface of the joint being effective and therefore more effective than when mounting plates or 5 mounting wetsuits.
    - Possibility of immediate testing of the prestressed bars in a horizontal joint, without the need to wait for minimum resistance, such as mortar.
    The rings (1,1 ’) comprise a plurality of segments (2) defined between two planes containing the axis of the tower.
    The modular tower comprises n segments (2) that have a central angle () of 360 / n.
    The modular tower comprises a vertical joint (3) between segments (2) of the same ring (1) and configured to ensure a monolithism between segments (2) of a same ring (1).
    - A perfect contact between ring surfaces, the entire surface of the joint being effective and therefore more effective than when plates or
    5

    mounting wetsuits
    The rings (1,1 ’) comprise a plurality of segments (2) defined between two
    10

    planes containing the axis of the tower.
    权利要求:
    Claims (5)
    [1]

    1. Modular tower characterized by comprising:
    - a plurality of rings (1, 1 ’) assembled together and configured to form the tower in height; 5
    - a horizontal joint (4) between the rings (1, 1 ’), configured to ensure structural continuity of the tower and prestressed by means of axial connection (41, 42).

    [2]
    2. Modular tower according to claim 1 characterized in that the axial connection means (41, 42) are selected between prestressed axial bars (41) and prestressed axial screws (42).
    1. Modular tower
    characterized by
    understands:
    -
    a plurality of rings (1, 1 ’
    ) assembled together and configured to form the tower in height;
    5
    - a horizontal joint (4)
    between the rings (1, 1 ’
    ), configured to ensure structural continuity of the tower and prestressed by means of axial connection (41, 42).
    [2]
    2. Modular tower according to claim 1
    characterized by
     the means of
    10
    [8]
    8. Modular tower according to claim 7 characterized in that the tangential connection means (331, 332) are selected between prestressed tangential bars (331) and prestressed tangential screws (332).

    [9]
    9. Modular tower according to claim 7 characterized in that the cords (34) 5 are selected from bare and protected.
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    同族专利:
    公开号 | 公开日
    WO2017013291A1|2017-01-26|
    ES2597429B1|2017-10-24|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    ES2246734A1|2005-04-21|2006-02-16|STRUCTURAL CONCRETE & STEEL, S.L.|Prefabricated modular tower|
    WO2010044380A1|2008-10-15|2010-04-22|株式会社竹中工務店|Tower-like structure, and method for building same|
    ES2435821T3|2009-05-19|2013-12-23|Pacadar S.A.|Wind turbine support structure|
    US20110140447A1|2010-11-10|2011-06-16|Ingo Paura|Reinforcement assembly for use with a support tower of a wind turbine|
    CN108167125B|2017-12-20|2020-02-11|新疆金风科技股份有限公司|Connecting component, concrete tower drum partition and mould, tower drum and manufacturing method thereof|
    法律状态:
    2016-09-30| PC2A| Transfer of patent|Owner name: CALTER INGENIERIA, S.L. Effective date: 20160926 |
    2017-10-24| FG2A| Definitive protection|Ref document number: 2597429 Country of ref document: ES Kind code of ref document: B1 Effective date: 20171024 |
    优先权:
    申请号 | 申请日 | 专利标题
    ES201531056A|ES2597429B1|2015-07-17|2015-07-17|MODULAR TOWER|ES201531056A| ES2597429B1|2015-07-17|2015-07-17|MODULAR TOWER|
    PCT/ES2016/070538| WO2017013291A1|2015-07-17|2016-07-15|Modular tower|
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