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Prestressed concrete wind power plant tower and method of building the tower

机译:预应力混凝土风力发电厂塔架及其建造方法

摘要

A method for assembling towers using prestressed concrete segments has holes incorporated through the segments to take tensioning cables. The holes are spaced around the circumference of each segment and align with similar holes in the adjacent segments. To ease the feeding of the tensioning cable the top of each hole has a tapering profile, with the widest aperture at the entry to the hole. The taper is between 10 and 150 deg. and the widest aperture is less than the wall thickness of the segments. The holes are formed by performs fitted into the moulds for the segments.
机译:一种使用预应力混凝土段组装塔的方法,该方法具有穿过这些段的孔以拉紧拉索。孔围绕每个段的圆周间隔开,并与相邻段中的类似孔对齐。为了简化张紧电缆的进给,每个孔的顶部都有一个逐渐变细的轮廓,孔的入口处有最大的孔。锥度在10至150度之间。最宽的孔径小于段的壁厚。孔是通过装配到用于各段的模具中的成型件形成的。

著录项

  • 公开/公告号JP3990274B2

    专利类型

  • 公开/公告日2007-10-10

    原文格式PDF

  • 申请/专利权人 アロイス・ヴォベン;

    申请/专利号JP20020509612

  • 发明设计人 アロイス・ヴォベン;

    申请日2001-07-12

  • 分类号E04H12/16;E04G21/12;F03D11/04;

  • 国家 JP

  • 入库时间 2022-08-21 21:09:12

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