| 摘要 |
There is provided a method of erecting a pylon, in particular a pylon of a wind power installation. In this case there is provided a foundation (100), a plurality of height adjusting units (500) are placed on the foundation, a load distribution ring (200) is placed on the plurality of the height adjusting units (500), the load distribution ring (200) is levelled by adjustment of the height adjusting units (500) and a gap between the foundation (100) and the load distribution ring (200) is filled with a grouting material (300). A pylon (400) is erected on the load distribution ring (200). The height adjusting units (500) are so dimensioned that they can bear a first load in the form of the weight of the load distribution ring (200) but yield when such a high force acts on one of the plurality of the height adjusting units that a pressure in relation to surface area, that exceeds a limit value, acts on the foundation through the height adjusting units. The height adjusting units are substantially made from plastic material. |
