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Cable bent tower cross brace and cross beam profile steel framework integrated construction method
The invention relates to the technical field of cable bent tower construction, and provides a cable bent tower cross brace and cross beam profile steel framework integrated construction method aiming at the problem that cable bent tower construction is tedious, the cable bent tower cross brace and cross beam profile steel framework integrated construction method comprises the steps that S1, a cross brace truss is prefabricated, and the two ends of the cross brace truss are the fixed end and the pushing end correspondingly; s2, in the tower column construction process, a plurality of pre-embedded plates are pre-embedded in the side, facing a cross beam construction station, of a tower column; s3, a vertical hoisting assembly is installed above the cross beam construction station; s4, the transverse supporting truss is hoisted to a cross beam construction station through a vertical hoisting assembly; s6, pushing assemblies are installed between the end rod pieces at the pushing ends of the transverse supporting trusses and the pre-embedded plates corresponding to the end rod pieces; s7, the transverse supporting truss is pushed through a pushing assembly, and the vertical position of the transverse supporting truss is adjusted in cooperation with a vertical hoisting assembly, so that an end rod piece at the fixed end of the transverse supporting truss abuts against the corresponding embedded plate; and S8, when the cross beams are constructed, the cross bracing trusses are poured into the cross beams. The cable bent tower has the effect of facilitating cable bent tower construction.
本申请涉及索塔施工的技术领域,针对索塔施工较为繁琐的问题,提出了一种索塔横撑及横梁型钢骨架一体化施工方法,包括:S1:预制横撑桁架,横撑桁架两端分别为固定端与顶推端;S2:塔柱施工过程中,在塔柱朝向横梁施工工位一侧预埋若干预埋板;S3:在横梁施工工位上方安装竖向吊装组件;S4:通过竖向吊装组件将横撑桁架吊装至横梁施工工位处;S6:在横撑桁架顶推端的端部杆件以及与其对应的预埋板之间安装顶推组件;S7:通过顶推组件顶推横撑桁架并配合竖向吊装组件调节横撑桁架的竖向位置,使横撑桁架固定端的端部杆件抵紧于对应的预埋板;S8:施工横梁时,将横撑桁架浇筑于横梁内。本申请具有便于索塔施工的效果。
Cable bent tower cross brace and cross beam profile steel framework integrated construction method
The invention relates to the technical field of cable bent tower construction, and provides a cable bent tower cross brace and cross beam profile steel framework integrated construction method aiming at the problem that cable bent tower construction is tedious, the cable bent tower cross brace and cross beam profile steel framework integrated construction method comprises the steps that S1, a cross brace truss is prefabricated, and the two ends of the cross brace truss are the fixed end and the pushing end correspondingly; s2, in the tower column construction process, a plurality of pre-embedded plates are pre-embedded in the side, facing a cross beam construction station, of a tower column; s3, a vertical hoisting assembly is installed above the cross beam construction station; s4, the transverse supporting truss is hoisted to a cross beam construction station through a vertical hoisting assembly; s6, pushing assemblies are installed between the end rod pieces at the pushing ends of the transverse supporting trusses and the pre-embedded plates corresponding to the end rod pieces; s7, the transverse supporting truss is pushed through a pushing assembly, and the vertical position of the transverse supporting truss is adjusted in cooperation with a vertical hoisting assembly, so that an end rod piece at the fixed end of the transverse supporting truss abuts against the corresponding embedded plate; and S8, when the cross beams are constructed, the cross bracing trusses are poured into the cross beams. The cable bent tower has the effect of facilitating cable bent tower construction.
本申请涉及索塔施工的技术领域,针对索塔施工较为繁琐的问题,提出了一种索塔横撑及横梁型钢骨架一体化施工方法,包括:S1:预制横撑桁架,横撑桁架两端分别为固定端与顶推端;S2:塔柱施工过程中,在塔柱朝向横梁施工工位一侧预埋若干预埋板;S3:在横梁施工工位上方安装竖向吊装组件;S4:通过竖向吊装组件将横撑桁架吊装至横梁施工工位处;S6:在横撑桁架顶推端的端部杆件以及与其对应的预埋板之间安装顶推组件;S7:通过顶推组件顶推横撑桁架并配合竖向吊装组件调节横撑桁架的竖向位置,使横撑桁架固定端的端部杆件抵紧于对应的预埋板;S8:施工横梁时,将横撑桁架浇筑于横梁内。本申请具有便于索塔施工的效果。
Cable bent tower cross brace and cross beam profile steel framework integrated construction method
一种索塔横撑及横梁型钢骨架一体化施工方法
ZHANG YONG (Autor:in) / WU MIN (Autor:in) / ZHANG LIN (Autor:in) / ZENG HAO (Autor:in) / WANG ZHIHONG (Autor:in) / XIONG BO (Autor:in) / ZHAO ZHENWANG (Autor:in) / CHEN SENQUAN (Autor:in) / LIU YUNFENG (Autor:in) / LIU LEI (Autor:in)
02.04.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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