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Wind power tower construction method

机译:风电塔架的施工方法

摘要

PPROBLEM TO BE SOLVED: To provide a construction method of a wind power generation tower very superior in workability, safety and economic efficiency by constructing the enlarged wind power generation tower of about 40 to 120 m while wholly dispensing with a large crane and a large-scale temporary member by performing installation work of a wind power generator such as a nacelle and a rotor blade in a relatively low place of an aboveground part of about 20 m to 30 m. PSOLUTION: This wind power generation tower is constructed by a step of installing the wind power generator such as the nacelle 4 and the rotor blade 5 in a head part of an inside tower body 1 by fixing an outside tower body 2 to a foundation 3 by constructing the tower bodies 1 and 2 of two bodies slidably combined inside and outside in the vertical direction in a nesting system, and a step of binding a lower end part 11 of the inside tower body 1 to an upper end part 20a of the outside tower body 2 in the stage of reaching a rising limit by lifting the inside tower body 1 by taking reaction to the outside tower body 2. PCOPYRIGHT: (C)2007,JPO&INPIT
机译:

要解决的问题:通过建造大约40至120 m的扩大的风力发电塔同时完全省去大型起重机和起重机,提供一种在可使用性,安全性和经济效率方面非常优越的风力发电塔的施工方法。通过在约20m至30m的地上部分的相对较低的位置进行诸如机舱和转子叶片的风力发电机的安装工作,来形成大型临时构件。

解决方案:该风力发电塔是通过以下步骤构造的:通过将外部塔架主体2固定到内部,将诸如机舱4和转子叶片5的风力发电机安装在内部塔架主体1的头部中。通过在嵌套系统中在上下方向上在内部和外部可滑动地组合的两个主体的塔主体1和2以及将内部塔主体1的下端部分11绑定到基座的上端部分20a的步骤来构造基础3通过对外部塔体2的反应将内部塔体1提升来达到上升极限,从而使外部塔体2上升。

版权所有:(C)2007,JPO&INPIT

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