摘要
依据预应力砼连续箱梁的设计理论,论证了武汉市某公路立交桥等高度预应力混凝土连续箱梁施工过程中钢筋质量控制的规范性.
According to the design theory of full prestressing structure continuous beam, this paper demonstrates the criterion of controlling the reinforced steel bar during the construction of equivalence altitude full prestressing structure continuous beam in cloverleaf junction located in the east of Wuhan.
出处
《湖北工业大学学报》
2005年第6期60-62,共3页
Journal of Hubei University of Technology
关键词
坝应力
钢筋
质量控制
砼连续梁
prestressing
reinforced steel
quality control
