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Steel-concrete combined tower tube structure system with U-shaped stiffening ribs
The invention discloses a steel-concrete combined tower tube structural system with U-shaped stiffening ribs, and relates to the field of structural engineering. The steel-concrete combined tower tube structural system comprises flat steel plates, longitudinal flanges, transverse flanges, high-strength bolts, prestressed tendons, anchorage devices, the U-shaped stiffening ribs and the like. A flat steel plate and the U-shaped stiffening ribs are welded in a factory; a transverse flange and a longitudinal flange are welded on the periphery of the flat steel plate; concrete is poured into the U-shaped stiffening ribs, and prestressed tendon hole channels are reserved through corrugated pipes. The flat steel plates with the transverse flanges, the longitudinal flanges and the U-shaped stiffening ribs are transported to a site and spliced through the high-strength bolts, after a tower tube is spliced, the prestressed tendons penetrate through reserved holes, tensioning is conducted from a foundation to the top of the tower tube, and finally epoxy resin is poured into tensioning hole channels. According to the steel-concrete combined tower tube structure system with the U-shaped stiffening ribs, the requirements of a fan of 5 MW or above for bearing capacity and rigidity can be met, the material strength in the combined structure can be fully exerted, and a polygonal structural form is adopted, so that machining and transportation are facilitated.
本发明公开了一种带有U型加劲肋的钢‑混凝土组合塔筒结构体系,涉及结构工程领域。该体系包含平钢板、纵向法兰、横向法兰、高强螺栓、预应力筋、锚具、U型加劲肋等。所述的平钢板与U型加劲肋在工厂焊接而成;所述横向法兰与纵向法兰焊接于平钢板四周;所述的U型加劲肋内灌注混凝土,并用波形管预留预应力筋孔道;所述的带有横向法兰、纵向法兰以及U型加劲肋的平钢板运输到现场通过高强螺栓进行拼装,塔筒拼装完成后,在预留孔内贯穿预应力筋,由基础至塔筒顶部进行张拉,最后在张拉孔道内灌注环氧树脂。该结构体系能够满足5MW以上的风机对承载力和刚度的要求,可充分发挥组合结构中的材料强度,采用多边形的结构形式,便于加工和运输。
Steel-concrete combined tower tube structure system with U-shaped stiffening ribs
The invention discloses a steel-concrete combined tower tube structural system with U-shaped stiffening ribs, and relates to the field of structural engineering. The steel-concrete combined tower tube structural system comprises flat steel plates, longitudinal flanges, transverse flanges, high-strength bolts, prestressed tendons, anchorage devices, the U-shaped stiffening ribs and the like. A flat steel plate and the U-shaped stiffening ribs are welded in a factory; a transverse flange and a longitudinal flange are welded on the periphery of the flat steel plate; concrete is poured into the U-shaped stiffening ribs, and prestressed tendon hole channels are reserved through corrugated pipes. The flat steel plates with the transverse flanges, the longitudinal flanges and the U-shaped stiffening ribs are transported to a site and spliced through the high-strength bolts, after a tower tube is spliced, the prestressed tendons penetrate through reserved holes, tensioning is conducted from a foundation to the top of the tower tube, and finally epoxy resin is poured into tensioning hole channels. According to the steel-concrete combined tower tube structure system with the U-shaped stiffening ribs, the requirements of a fan of 5 MW or above for bearing capacity and rigidity can be met, the material strength in the combined structure can be fully exerted, and a polygonal structural form is adopted, so that machining and transportation are facilitated.
本发明公开了一种带有U型加劲肋的钢‑混凝土组合塔筒结构体系,涉及结构工程领域。该体系包含平钢板、纵向法兰、横向法兰、高强螺栓、预应力筋、锚具、U型加劲肋等。所述的平钢板与U型加劲肋在工厂焊接而成;所述横向法兰与纵向法兰焊接于平钢板四周;所述的U型加劲肋内灌注混凝土,并用波形管预留预应力筋孔道;所述的带有横向法兰、纵向法兰以及U型加劲肋的平钢板运输到现场通过高强螺栓进行拼装,塔筒拼装完成后,在预留孔内贯穿预应力筋,由基础至塔筒顶部进行张拉,最后在张拉孔道内灌注环氧树脂。该结构体系能够满足5MW以上的风机对承载力和刚度的要求,可充分发挥组合结构中的材料强度,采用多边形的结构形式,便于加工和运输。
Steel-concrete combined tower tube structure system with U-shaped stiffening ribs
一种带有U型加劲肋的钢-混凝土组合塔筒结构体系
YU JIE (Autor:in) / WANG YUHANG (Autor:in) / ZHOU XUHONG (Autor:in) / KE KE (Autor:in)
17.12.2021
Patent
Elektronische Ressource
Chinesisch
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