摘要
万兴二号特大桥主梁为51-30m先简支后连续预应力混凝土组合箱梁,桥梁全长1530m。主要介绍了组合箱梁预制施工工艺。
The main beam of Wanxing extra bridge No. 2 is a first simply - supported then prestressed continuous concrete - compound box beam with 51 to 30m long. The bridge is 1530m long. The paper chiefly introudces the technologies for compound box beam precasting.
出处
《北方交通》
2008年第7期92-95,共4页
Northern Communications
关键词
组合箱梁
预制
施工
Compound box beam
Precast
Construction
