摘要
结合工程实例 ,采用预弯预应力混凝土梁 ,解决了要求天桥跨度大、梁高低的问题 ,采用半预制半现浇的施工措施 ,解决了妨碍交通和满足吊装重量的问题。而且维护费用低。预弯预应力混凝土梁应用在20~40m跨径的人行天桥中 ,有很大的优越性。
In engineering practice, the problem of large span and small girder depth required by the pedestrian overpass is solved using the pre-bent PC girder. Traffic blockage is lessened and lifting weight satisfied when construction is carried out by partial precasting and partial casting in-situ, the cost for maintenance reduced to the minimum. This technique is most advantageous when used on overpasses with a span of 20~40m.
出处
《中国市政工程》
2000年第4期50-53,共4页
China Municipal Engineering
关键词
人行天桥
预应力混凝土
梁
结构设计
pedestrian overpass
pre-bent PC girder
structural design