摘要
195m钢筋混凝土拱桥采用284.5m无支架缆索吊装、斜拉扣挂法施工。受地形限制,考虑到经济、工期原因采用主扣塔合用技术。详细介绍了主扣塔合用技术及主扣塔合用应满足的条件,对同类桥梁施工积累了更多的可供借鉴的理论和实践经验。
This paper introduced the conditions to be satisfied for main tower combination method, which provided adoptable theory and practice experience for the reference of big span construction of similar bridges.
出处
《山西交通科技》
2006年第3期68-70,73,共4页
Shanxi Science & Technology of Transportation
