高墩大体积盖梁双穿杠法设计与施工  

DESIGN AND CONSTRUCTION OF HIGH PIER AND LARGE VOLUME BEAM DOUBLE POLES

作　　者：张静涛[1] 赵文科 ZHANG Jing-tao;ZHAO Wen-ke(China Construction Second Engineering Bureau Co.,Ltd.,100160,Beijing,China)

机构地区：[1]中国建筑第二工程局有限公司,北京100160

出　　处：《建筑技术》2020年第9期1041-1043,共3页Architecture Technology

摘　　要：某项目高架桥施工中,针对桥梁墩柱高、盖梁体积大等特点,采用穿杠法施工工艺,通过按规范选用材料,进行承重系统及模板受力计算、科学组织施工,严格工序检查,节省了材料,提高了效率,取得了良好的技术经济效果,为类似工程提供借鉴。During the construction of a project viaduct, in view of the characteristics of the bridge pier column height and the large volume of the cap beam, the through-bar method construction technology was adopted. Process inspection saves materials, improves efficiency, and achieves good technical and economic effects, to provide reference for similar projects.

关 键 词：高架桥 穿杠法 大体积 

分 类 号：TU732[建筑科学—建筑技术科学]