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    • 47. 发明授权
    • Composite structure for a pile foundation for anchoring a tower structure, foundation and jacket for a wind turbine, and wind turbine
    • 用于锚固塔架结构的桩基础的复合结构,风力涡轮机的基础和护套以及风力涡轮机
    • US09587365B2
    • 2017-03-07
    • US14437482
    • 2013-09-04
    • REPOWER SYSTEMS SE
    • Marc Seidel
    • E02D27/42E02D5/48E02D5/52E02D27/12
    • E02D27/425E02D5/48E02D5/526E02D27/12E02D27/42
    • A composite structure for a pile foundation for anchoring a tower structure (e.g., an offshore wind turbine) in ground, which includes a hollow pile introduced into the ground at an erection site of the tower structure and a corner post which is connected to the tower structure and which, on a connection side, is arranged within the pile. The pile and the corner post are fixedly bonded to one another in a bonding region by a cured bonding material. At least one bonding means for transmitting shear forces is fixedly arranged on the pile and/or on the corner post in the bonding region. The bonding means has at least one aperture which is filled with the bonding material or, together with the corner post or pile, forms the aperture that is filled with the bonding material. The aperture encloses the bonding material by an angular range of 90° or more.
    • 一种用于将塔架结构(例如,海上风力涡轮机)固定在地面中的桩基的复合结构,其包括在塔结构的竖立位置处引入地面的中空桩和连接到塔架的角柱 在连接侧布置在桩内。 桩和角柱通过固化的粘合材料在粘合区域中彼此固定地结合。 至少一个用于传递剪切力的接合装置固定地布置在接合区域上的桩和/或拐角柱上。 接合装置具有填充有接合材料的至少一个孔,或者与角柱或桩一起形成填充有接合材料的孔。 孔径将接合材料包围90°或更大的角度范围。
    • 50. 发明授权
    • Reinforced-concrete column in the soil pit and method of its construction
    • 土体中的钢筋混凝土柱及其施工方法
    • US07585134B2
    • 2009-09-08
    • US12193554
    • 2008-08-18
    • Pavel Borisovich Yurkevich
    • Pavel Borisovich Yurkevich
    • E02D5/30
    • E04C3/34E02D5/44E02D5/48E04C5/0604
    • A reinforced-concrete column contains reinforcing cage and inserts made monolithic with concrete mix and comprises the upper bearing and lower foundation parts. The method of construction of the column includes operations of manufacture of the column reinforcing cage with inserts, placement of concrete in the non-removable casing in the project position in single- or multi-slit pit with the column making monolithic. The column reinforcing cage is loaded vertically into the pit, centered vertically, and the upper part is fixed from horizontal displacements, the lower foundation part of the column and the inner part of the non-removable casing with the closed-type casing in the upper bearing part of the column are made monolithic with concrete from down to top. After making monolithic, the soil base is widened and cemented via the process pipeline placed inside the reinforcing cage; the space between the non-removable casing and the pit walls in the upper bearing part is filled with granular material.
    • 钢筋混凝土柱包含加固保持架和嵌入式混凝土混合物,并包括上部轴承和下部基础部件。 柱的构造方法包括制造具有插入件的柱加固保持架的操作,将柱体制成单块的混凝土放置在单个或多个狭缝坑中的不可移除壳体中的工程位置中。 柱加固笼垂直装入坑中,垂直居中,上部由水平位移固定,柱的下基部和不可拆卸外壳的内部与封闭式外壳位于上部 柱子的轴承部分由混合物制成整体,从下到上。 整体制作后,土体基座通过放置在加强笼内的过程管道进行加宽和粘结; 不可移除的壳体和上轴承部分的凹坑壁之间的空间填充有颗粒材料。