首页 | 本学科首页   官方微博 | 高级检索  
     检索      

大跨度先张法折线配筋预应力混凝土简支梁预制施工技术
引用本文:和民锁,马新安,曹新刚.大跨度先张法折线配筋预应力混凝土简支梁预制施工技术[J].铁道工程学报,2004(2):43-45,25.
作者姓名:和民锁  马新安  曹新刚
作者单位:中铁一局集团有限公司,西安,710054
摘    要:24 m折线配筋先张法预应力混凝土简支梁是国内首次采用的新型结构,是青藏线采用的新技术之一,其技术含量高、施工工艺新、施工难度大、在国内尚属首次生产,根据工艺特点和施工要求,施工中预应力施工工艺、耐久性混凝土施工控制值得推广和研究。

关 键 词:折线配筋  先张法  预应力混凝土梁  施工技术
文章编号:1006-2106(2004)02-0043-03

CONSTRUCTION TECHNIQUE OF PRE-CASTING FOR PRE-STRESSED CONCRETE SIMPLE-SUPPORTED BEAM WITH LONG SPAN PRETENSIONED BROKEN-LINE
HE Min-suo,MA Xin-an,CAO Xin-gang The First Engineering Bureau Group Co. Ltd of Chinese Railway.CONSTRUCTION TECHNIQUE OF PRE-CASTING FOR PRE-STRESSED CONCRETE SIMPLE-SUPPORTED BEAM WITH LONG SPAN PRETENSIONED BROKEN-LINE[J].Journal of Railway Engineering Society,2004(2):43-45,25.
Authors:HE Min-suo  MA Xin-an  CAO Xin-gang The First Engineering Bureau Group Co Ltd of Chinese Railway
Abstract:Pre-stressed concreted simple-supported beam pre-casting with 24 m pre-tensioned broken-line reinforcement is a new type structure which is first adopted at home and one of the new technologies adopted on Qinghai-Tibet Railway,with high technical level,new construction technique and great construction difficulties. Based on its technological features and construction requirement,the techniques for pre-stressed concrete and the control value of durable concrete construction are well worth spreading to use and studying.
Keywords:broken-line reinforcement  pre-tensioned concrete  pre-stressed concrete girder  construction technique  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号