摘要
介绍位于通航运河上的两孔32m铁路预应力混凝土T梁通过结构受力体系转换,由两孔简支梁变成两孔一联连续梁,采用连续顶推移位方法,从河道内移至堤外进行拆除的施工方法。
The article introduces the construction method of moving the prestressed concrete T beams of the two- span 32-meter railway, which was located over the navigable canal from the river course to the dike, through the transformation of the structure force system -from a simple two -span beam to a continuous beam and the method of incremental launching construction.
出处
《建材世界》
2016年第6期42-45,共4页
The World of Building Materials
关键词
顶推移位
连续顶推千斤顶
PLC千斤顶同步顶升系统
钢桁梁杆件
32m铁路预应力混凝土T梁
化学螺栓
move
continuous incremental launching jack
PCL control hydraulic synchronous lift system
steel bar truss beam
32 meters railway prestressed concrete T beam
chemical bolts