首页> 外国专利> CONSTRUCTION METHOD FOR CONTINUOUS BEAM HAVING ASYMMETRICAL CROSS SECTION STIFFENED BY LARGE-SPAN ARCH

CONSTRUCTION METHOD FOR CONTINUOUS BEAM HAVING ASYMMETRICAL CROSS SECTION STIFFENED BY LARGE-SPAN ARCH

机译:大跨度拱肋非对称截面连续梁施工方法

摘要

A construction method for a continuous beam having an asymmetrical cross section stiffened by a large-span arch, comprising the following steps: S1: designing a counterweight balance load by using a preset method to balance the bending moment of an arch-stiffened continuous beam; and S2: using a preset scheme to complete unbalanced counterweight construction on the large-span arch-stiffened continuous beam. The beneficial effects comprise: under large-span asymmetric cross section load and mobile protection construction conditions, a large unbalanced moment generated at one end is prevented by means of balancing counterweights in sections and moving the counterweights, so as to prevent a large deviation in main beam linearity from occurring during the construction process, ensure the smooth closing of an entire bridge, and achieve the expected linearity of the main beam formed into the bridge; and the tensile stress of a cross section roof caused by the counterweights may be effectively reduced, thereby preventing the generation of cracks.
机译:一种用于具有由大跨度拱加固的不对称横截面的连续梁的施工方法,包括以下步骤:S1:通过使用预设方法来平衡拱加固连续梁的弯矩来设计配重平衡荷载;S2:采用预设方案完成大跨度拱肋连续梁的不平衡配重施工。有益效果包括:在大跨度不对称横截面荷载和移动保护施工条件下,通过在截面中平衡配重和移动配重,防止一端产生较大的不平衡力矩,从而防止在施工过程中发生主梁线性的大偏差,确保整个桥梁的顺利闭合,并实现形成桥梁的主梁的预期线性;并且可以有效地降低由配重引起的横截面屋顶的拉伸应力,从而防止裂缝的产生。

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