Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated wind power tower drum and construction method and flexural capacity calculation method thereof
The invention discloses a prefabricated wind power tower drum and a construction method and a flexural capacity calculation method thereof, and relates to the technical field of wind power generation, the prefabricated wind power tower drum comprises a prefabricated section, the prefabricated section is of a hollow tubular structure, and the prefabricated section is formed by fixedly splicing a plurality of fragments; the plurality of prefabricated sections are vertically and fixedly spliced in sequence to form a wind power tower tube structure; the unique construction method of the prefabricated wind power tower drum is adopted, the fan tower drum can be efficiently, rapidly and reliably constructed in the open sea, and the flexural bearing capacity of the horizontal joint can be calculated by adopting the calculation method of the flexural bearing capacity of the prefabricated wind power tower drum.
本发明公开一种预制风电塔筒及其建造方法和其抗弯承载力计算方法，涉及风力发电技术领域，该预制风电塔筒，包括预制节段，所述预制节段为空心筒状结构，所述预制节段采用多个分片固定拼接制成；多个所述预制节段依次竖向固定拼接形成风电塔筒结构；本发明采用独特的预制风电塔筒建造方法，能够高效、快速、可靠的在远海进行风机塔筒的建造，采用本发明预制风电塔筒的抗弯承载力计算方法，能够对水平接缝处的抗弯承载力进行计算。
Prefabricated wind power tower drum and construction method and flexural capacity calculation method thereof
The invention discloses a prefabricated wind power tower drum and a construction method and a flexural capacity calculation method thereof, and relates to the technical field of wind power generation, the prefabricated wind power tower drum comprises a prefabricated section, the prefabricated section is of a hollow tubular structure, and the prefabricated section is formed by fixedly splicing a plurality of fragments; the plurality of prefabricated sections are vertically and fixedly spliced in sequence to form a wind power tower tube structure; the unique construction method of the prefabricated wind power tower drum is adopted, the fan tower drum can be efficiently, rapidly and reliably constructed in the open sea, and the flexural bearing capacity of the horizontal joint can be calculated by adopting the calculation method of the flexural bearing capacity of the prefabricated wind power tower drum.
本发明公开一种预制风电塔筒及其建造方法和其抗弯承载力计算方法，涉及风力发电技术领域，该预制风电塔筒，包括预制节段，所述预制节段为空心筒状结构，所述预制节段采用多个分片固定拼接制成；多个所述预制节段依次竖向固定拼接形成风电塔筒结构；本发明采用独特的预制风电塔筒建造方法，能够高效、快速、可靠的在远海进行风机塔筒的建造，采用本发明预制风电塔筒的抗弯承载力计算方法，能够对水平接缝处的抗弯承载力进行计算。
Prefabricated wind power tower drum and construction method and flexural capacity calculation method thereof
一种预制风电塔筒及其建造方法和其抗弯承载力计算方法
HOU WEI (Autor:in) / ZHANG YIXIN (Autor:in) / YAO HONGJIAN (Autor:in) / HUANG JINCAN (Autor:in) / OU YONGHUI (Autor:in)
15.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
F03D
Windkraftmaschinen
,
WIND MOTORS
/
E04H
Gebäude oder ähnliche Bauwerke für besondere Zwecke
,
BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
/
G01N
Untersuchen oder Analysieren von Stoffen durch Bestimmen ihrer chemischen oder physikalischen Eigenschaften
,
INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
/
G06F
ELECTRIC DIGITAL DATA PROCESSING
,
Elektrische digitale Datenverarbeitung
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