摘要
对三种牌号钢材在不同板厚、定标距为50mm条件下的断后伸长率进行了换算,并与GB/T 700—2006《碳素结构钢》规定的断后伸长率进行比较,评价了JC/T 2126.3—2012《水泥制品工艺技术规程第3部分:预应力钢筒混凝土管》规定的A50mm对于GB/T 700—2006和GB/T 19685—2005《预应力钢筒混凝土管》标准要求的符合性。
The percentage elongations of three grades of steels at different plate thickness and 50mm of gauge length after fracture are converted and compared with specification of GB/T 700-2006 "Carbon structural steels". And the percentage elongation after fracture of A50mm specified by JC/T 2126.3-2012 "Process technology specification for cement productsPart3: Prestressed cylinder concrete pipe" is evaluated for conformity with requirements of GB/T 700-2006 and GB/T19685-2005 "Prestressed concrete cylinder pipe".
出处
《混凝土与水泥制品》
北大核心
2013年第12期30-33,共4页
China Concrete and Cement Products
关键词
钢材
断后伸长率
预应力钢筒混凝土管
Steel
Percentage elongation after fracture
Prestressed concrete cylinder pipe(PCCP