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本文主要探讨广珠客运专线94#~105#墩道岔连续梁的施工工艺,其中主要结构为94#~99#墩(32.0+3x32.7+32.0)m道岔连续梁梁体构造和99#~105#墩(32.0+4x32.7+32.0)m道岔连续梁梁体构造。下面重点进行分析该桥面的连续道岔梁的施工方法和施工工艺。
This paper mainly discusses the construction technology of 94 # ~ 105 # turnout continuous beams of Guangzhu Passenger Dedicated Line, in which the main structure is the continuous beam of 94 # ~ 99 # pier (32.0 + 3x32.7 + 32.0 m) 105 # pier (32.0 + 4x32.7 +32.0) m turnout continuous beam body structure. The following focus on the analysis of the deck of the continuous turnout construction methods and construction techniques.