欢迎来到天天文库
浏览记录
ID:33868470
大小:5.95 MB
页数:75页
时间:2019-03-01
《凯羊高速施工标准化管理指南(桥梁》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、贵州省凯里至羊甲高速公路施工标准化管理指南(桥梁)贵州高速公路开发总公司凯里至羊甲高速公路项目建设办公室二○○二年·一月-1-目录1总则.......................................................................................................................-3-2施工准备..................................................................
2、.............................................-3-2.1一般规定......................................................................................................-3-2.2技术准备...............................................................................................
3、.......-4-2.3机具准备......................................................................................................-4-2.4材料准备......................................................................................................-5-2.5作业条件.....................
4、.................................................................................-5-3桥梁基础...............................................................................................................-6-3.1钻孔灌注桩...................................................
5、...................................................................-6-3.2挖孔灌注桩....................................................................................................................-13-3.3明挖基础.........................................................
6、...............................................................-16-3.4承台..................................................................................................................................-18-4下部构造...................................................
7、..........................................................-19-4.1墩柱、盖梁....................................................................................................................-19-4.2桥台...................................................................
8、.........................................-22-4.3高墩....................................................................................................................
此文档下载收益归作者所有