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Site-cast coupled prestressed concrete wind tower
Methods and systems for constructing wind towers are disclosed. A wind tower may be constructed by vertically stacking and securing a plurality of modular units. Each modular unit of the plurality of modular units may include three generally hexagonal columns and three concrete panels coupled to the three generally hexagonal columns. The three concrete panels and the three generally hexagonal columns may jointly form a generally equilateral triangular prism.
Site-cast coupled prestressed concrete wind tower
Methods and systems for constructing wind towers are disclosed. A wind tower may be constructed by vertically stacking and securing a plurality of modular units. Each modular unit of the plurality of modular units may include three generally hexagonal columns and three concrete panels coupled to the three generally hexagonal columns. The three concrete panels and the three generally hexagonal columns may jointly form a generally equilateral triangular prism.
Site-cast coupled prestressed concrete wind tower
TADROS MAHER K (author) / SUN CHUANBING (author)
2016-03-22
Patent
Electronic Resource
English
IPC:
E04H
Gebäude oder ähnliche Bauwerke für besondere Zwecke
,
BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
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