摘要
本文介绍首都机场3号航站楼2号飞机滑行道桥在超长钢筋混凝土墙体中使用膨胀加强带及增加温度应力钢筋提高混凝土自身的抗拉性能,控制混凝土收缩裂缝的技术措施。
This paper has presented the technical measures for shrinkage crack control of concrete in over-length reinforced concrete wall of No.2 Aircraft Running Lane Bridge No.3 Freight Forwarding Building of Capital Airport. In the practice, expansive strengthening belts were used and temperature stress steel bars were added to enhance the tension resistance ability of the concrete.
出处
《膨胀剂与膨胀混凝土》
2006年第4期28-30,共3页
Expansive Agents & Expansive Concrete
关键词
钢筋混凝土结构
膨胀加强带
配合比
收缩裂缝
reinforced concrete structure, expansion strengthening belts, mix proportion, shrinkage crack