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Bridge tower cross beam framework integrated lifting construction method
The invention relates to the technical field of beam construction, and provides a bridge tower beam framework integrated lifting construction method which comprises the following steps that S1, a beam bottom die and a transverse supporting framework are erected at the bottoms of two tower columns, and the beam bottom die and the transverse supporting framework are connected through a suspender; s2, in the tower column construction process, a plurality of connecting rods and a plurality of connecting plates are pre-buried in the construction station of the cross beam; s3, a hoisting system is installed above the multiple connecting rods; s4, the hoisting systems on the two tower columns are connected with the transverse supporting framework; s5, the cross brace framework and the cross beam bottom die are hoisted in place through a hoisting system; s6, welding and fixing the upper chord members of the cross brace framework and the corresponding connecting rods; and welding and fixing the lower chord members of the cross brace framework with the corresponding connecting plates. The method has the effect of facilitating beam bottom formwork supporting construction.
本申请涉及横梁施工的技术领域,提出了一种桥塔横梁骨架一体化提升施工方法,包括以下步骤:S1:在两塔柱底部支设横梁底模与横撑骨架,并通过吊杆连接横梁底模与横撑骨架;S2:塔柱施工过程中,在横梁的施工工位上预埋若干连接杆与若干连接板;S3:在若干连接杆上方安装吊装系统;S4:将两塔柱上的吊装系统与横撑骨架相连接;S5:通过吊装系统将横撑骨架与横梁底模吊装到位;S6:将横撑骨架的上弦杆与对应的连接杆焊接固定;将横撑骨架的下弦杆与对应的连接板焊接固定。本申请具有便于横梁底模支设施工的效果。
Bridge tower cross beam framework integrated lifting construction method
The invention relates to the technical field of beam construction, and provides a bridge tower beam framework integrated lifting construction method which comprises the following steps that S1, a beam bottom die and a transverse supporting framework are erected at the bottoms of two tower columns, and the beam bottom die and the transverse supporting framework are connected through a suspender; s2, in the tower column construction process, a plurality of connecting rods and a plurality of connecting plates are pre-buried in the construction station of the cross beam; s3, a hoisting system is installed above the multiple connecting rods; s4, the hoisting systems on the two tower columns are connected with the transverse supporting framework; s5, the cross brace framework and the cross beam bottom die are hoisted in place through a hoisting system; s6, welding and fixing the upper chord members of the cross brace framework and the corresponding connecting rods; and welding and fixing the lower chord members of the cross brace framework with the corresponding connecting plates. The method has the effect of facilitating beam bottom formwork supporting construction.
本申请涉及横梁施工的技术领域,提出了一种桥塔横梁骨架一体化提升施工方法,包括以下步骤:S1:在两塔柱底部支设横梁底模与横撑骨架,并通过吊杆连接横梁底模与横撑骨架;S2:塔柱施工过程中,在横梁的施工工位上预埋若干连接杆与若干连接板;S3:在若干连接杆上方安装吊装系统;S4:将两塔柱上的吊装系统与横撑骨架相连接;S5:通过吊装系统将横撑骨架与横梁底模吊装到位;S6:将横撑骨架的上弦杆与对应的连接杆焊接固定;将横撑骨架的下弦杆与对应的连接板焊接固定。本申请具有便于横梁底模支设施工的效果。
Bridge tower cross beam framework integrated lifting construction method
一种桥塔横梁骨架一体化提升施工方法
ZHANG YONG (Autor:in) / ZENG HAO (Autor:in) / WU MIN (Autor:in) / XIONG BO (Autor:in) / ZHAO ZHENWANG (Autor:in)
20.08.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
/
B66F
HOISTING, LIFTING, HAULING, OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
,
Hub-, Verhol- oder Schubvorrichtungen, soweit nicht anderweitig vorgesehen, z.B. Vorrichtungen mit unmittelbarer Krafteinwirkung auf die Last
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