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    PONTONBRÜCKE
    3.
    发明公开
    PONTONBRÜCKE 审中-公开

    公开(公告)号：EP3237684A1

    公开(公告)日：2017-11-01

    申请号：EP15816151.3

    申请日：2015-12-18

    申请人： Technische Universität Wien

    发明人： KOLLEGGER, Johann ,  HUBER, Patrick ,  KROMOSER, Benjamin

    IPC分类号： E01D15/14

    CPC分类号： E01D15/14

    摘要： The invention relates to a pontoon bridge (1), which comprises a plurality of pontoons (12) for supporting a bridge support (13) and comprises a stabilizing structure (2) having two supporting cables (3), the anchoring points (4) of each supporting cable being anchored to opposite banks (5) of a body of water and being arranged below a water surface (6), wherein at least one supporting cable (3) has an approximately parabolic course in relation to the bridge support (13) in a plan view and the supporting cables (3) being connected to each other by means of connecting cables (7, 70). At least one supporting cable (3) is connected to a buoyant body (8) by means of at least one supporting element (9), and the buoyant body (8) is arranged at least partially above the water surface (6).

    摘要翻译： 本发明涉及一种浮桥（1），其包括用于支撑桥支承件（13）的多个浮桥（12）并且包括具有两个支承缆索（3）的稳定结构（2），锚定点（4） （3）相对于所述桥支撑件（13）具有近似抛物线的路线，其中，所述支撑缆线（3）具有相对于所述桥支撑件（13） ）的平面图，并且支撑电缆（3）通过连接电缆（7,70）相互连接。 至少一个支撑缆索（3）通过至少一个支撑元件（9）连接到浮体（8），并且浮体（8）至少部分地布置在水面（6）上方。

    VERFAHREN ZUR HERSTELLUNG EINES TURMBAUWERKS AUS STAHLBETON
    8.
    发明公开
    VERFAHREN ZUR HERSTELLUNG EINES TURMBAUWERKS AUS STAHLBETON 审中-公开

    公开(公告)号：EP2914790A1

    公开(公告)日：2015-09-09

    申请号：EP13785836.1

    申请日：2013-10-28

    申请人： Technische Universität Wien

    发明人： KOLLEGGER, Johann ,  SCHÖNWEGER, Maria Charlotte

    IPC分类号： E04H12/34

    CPC分类号： E04H12/341 ,  E04B1/166 ,  E04B1/167 ,  E04H12/12 ,  E04H12/342 ,  F03D13/20 ,  Y02E10/728

    摘要： The invention relates to a method for producing a tower construction (1) from reinforced concrete having at least one cavity (35) extending in the longitudinal direction in the interior of the tower construction, wherein double wall elements (2), each comprising an outer plate (3) and an inner plate (4) in a vertical or tilted position so as to form vertical outer gaps (5) and vertical inner gaps (6) between the outer plates (3) and the inner plates (4), are erected along a circumference (12) of the tower construction (1) essentially first, which double wall elements) are secured against falling over in the position in which the double wall elements are erected next to each other, then a reinforcement (9) is installed in the region of the vertical outer gaps (5) between the outer plates (3) and of the vertical inner gaps (6) between the inner plates, and thereafter the vertical outer gaps and vertical inner gaps between the double wall elements are suitably closed and the double wall elements are filled with filling concrete (23). This is repeated until a desired total height of the tower construction (1) is reached.

    摘要翻译： 本发明涉及一种用于从钢筋混凝土制造塔架结构（1）的方法，所述钢筋混凝土具有沿纵向方向延伸的至少一个空腔（35），其中基本上最初沿着塔架结构的周边（12） 1）双壁元件（2），每个包括一个垂直或倾斜位置的外部板（3）和内部板（4），形成垂直的外部接头（5）以及垂直的内部接头（6）之间， 外部板（3）和内部板（4），其中双壁元件（2）被固定成抵抗彼此相邻布置的位置，其后在该区域中安装有加强件（9） 外部板（3）之间的垂直外部接头（5）以及内部板（4）之间的垂直内部接头（6），其后是垂直外部接头（5）和垂直内部接头 关节（6）在双层之间 l元件（2）被适当地关闭，并且使用填充混凝土（23）填充双壁元件（2）。 经常需要重复这一点，直到获得塔架结构（1）的期望的整体高度。

    VERFAHREN ZUR HERSTELLUNG VON ZWEIFACH RÄUMLICH GEKRÜMMTEN SCHALEN
    9.
    发明公开
    VERFAHREN ZUR HERSTELLUNG VON ZWEIFACH RÄUMLICH GEKRÜMMTEN SCHALEN 有权
    用于生产双空间曲线碗

    公开(公告)号：EP2785933A1

    公开(公告)日：2014-10-08

    申请号：EP12791189.9

    申请日：2012-11-27

    申请人： Technische Universität Wien

    发明人： KOLLEGGER, Johann ,  KROMOSER, Benjamin

    IPC分类号： E04G11/04 ,  E04B1/16

    CPC分类号： E04G11/045 ,  E04B1/169 ,  E04B2001/327

    摘要： The method for the production of a doubly spatially curved shell (1) comprises: placing a first sheet (5) and a second sheet (6) on a base surface (2), which sheets are tightly connected to one another at their edges; placing wedge-shaped pneumatic means (7) on the second sheet (6); inflating the wedge-shaped pneumatic means (7); producing shell segments (8) by laying a reinforcement and introducing a pourable, curing building material (9) between the wedge-shaped pneumatic means (7); arranging at least one flexible tension member (11) in the circumferential direction at the outer edge (4) of the base surface (2); mounting a load on the shell segments (8) along the outer edge (4); curving and raising the shell segments (8) by blowing in air between the first sheet (5) and the second sheet (6) with tensile loading of the tension member (11) in the circumferential direction; filling the joints (12) between the shell segments (8) with a curing casting material (13).