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Section steel and steel bar combined cable bent tower construction method
The invention provides a profile steel and steel bar combined type cable bent tower construction method, and relates to the field of cable bent tower construction.According to the profile steel and steel bar combined type cable bent tower construction method, a framework assembly is adjusted through a progressive preliminary adjusting mechanism, a secondary adjusting mechanism and a tertiary adjusting mechanism, and the hoisting and construction precision of the framework assembly can be effectively improved; the high strength of the profile steel and the high rigidity of the reinforced concrete are effectively combined, the bearing capacity and the deformation resistance of the cable bent tower are effectively improved, and the cable bent tower is excellent in mechanical property, construction efficiency, economical performance and the like; in addition, on the premise that the construction precision and quality are guaranteed, the advantages of the prefabricated structure are fully utilized, other steel structures are used for replacing a conventional steel bar structure system, then the using amount and the construction amount of conventional steel bars are reduced, the construction efficiency is effectively improved, and the application value is high.
本发明提供了一种型钢和钢筋组合式索塔施工方法,涉及索塔施工领域,本专利利用递进式的初步调节机构、二级调节机构和三级调节机构对骨架组件进行调节,能够有效提高骨架组件的吊装和施工精度,有效结合型钢的高强度和钢筋混凝土的高刚度,有效提升索塔的承载能力和抗变形性能,在力学性能、施工效率、经济性性能等方面表现出色;另外本专利的施工方法在保障施工精度和质量的前提下,充分利用预制结构的优势,并利用其它钢结构替代常规钢筋结构体系,进而减少常规钢筋的使用量和施工量,有效提高施工效率,应用价值大。
Section steel and steel bar combined cable bent tower construction method
The invention provides a profile steel and steel bar combined type cable bent tower construction method, and relates to the field of cable bent tower construction.According to the profile steel and steel bar combined type cable bent tower construction method, a framework assembly is adjusted through a progressive preliminary adjusting mechanism, a secondary adjusting mechanism and a tertiary adjusting mechanism, and the hoisting and construction precision of the framework assembly can be effectively improved; the high strength of the profile steel and the high rigidity of the reinforced concrete are effectively combined, the bearing capacity and the deformation resistance of the cable bent tower are effectively improved, and the cable bent tower is excellent in mechanical property, construction efficiency, economical performance and the like; in addition, on the premise that the construction precision and quality are guaranteed, the advantages of the prefabricated structure are fully utilized, other steel structures are used for replacing a conventional steel bar structure system, then the using amount and the construction amount of conventional steel bars are reduced, the construction efficiency is effectively improved, and the application value is high.
本发明提供了一种型钢和钢筋组合式索塔施工方法,涉及索塔施工领域,本专利利用递进式的初步调节机构、二级调节机构和三级调节机构对骨架组件进行调节,能够有效提高骨架组件的吊装和施工精度,有效结合型钢的高强度和钢筋混凝土的高刚度,有效提升索塔的承载能力和抗变形性能,在力学性能、施工效率、经济性性能等方面表现出色;另外本专利的施工方法在保障施工精度和质量的前提下,充分利用预制结构的优势,并利用其它钢结构替代常规钢筋结构体系,进而减少常规钢筋的使用量和施工量,有效提高施工效率,应用价值大。
Section steel and steel bar combined cable bent tower construction method
一种型钢和钢筋组合式索塔施工方法
LIAN YANJIN (Autor:in) / FAN LILONG (Autor:in) / PENG ZHICHUAN (Autor:in) / ZHANG YAOLIN (Autor:in) / SHA RENMING (Autor:in) / JIAN JIAXIN (Autor:in) / SHI JINGANG (Autor:in) / QU JIANGFENG (Autor:in) / CHANG HONG (Autor:in) / JIA GUANG (Autor:in)
27.09.2024
Patent
Elektronische Ressource
Chinesisch
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