万兴二号特大桥组合箱梁预制施工 |
| |
引用本文: | 王志斌,王彪.万兴二号特大桥组合箱梁预制施工[J].北方交通,2008(7). |
| |
作者姓名: | 王志斌 王彪 |
| |
作者单位: | 1. 河北路桥集团,邢台,054000 2. 湖北沪蓉西高速公路建设指挥部,恩施,445000 |
| |
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.
|
关 键 词: | 组合箱梁 预制 施工 |
Precast Construction of Compound Box Beam of Wanxing Extra Bridge No. 2 |
| |
Authors: | WANG Zhi-bin |
| |
Institution: | WANG Zhi-bin |
| |
Abstract: | 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. |
| |
Keywords: | Compound box beam Precast Construction |
本文献已被 CNKI 维普 万方数据 等数据库收录! |