CAJ | 학술논문

近年来预埋锚固槽钢广泛应用于我国的高层建筑及高速铁路项目中，某预埋槽钢具有可调节性，方便被安装部件位置的调节及不破坏混凝土配筋等优点。而目前我国关于预埋槽钢的研究较少，为了解预埋槽钢的拉拔锚固性能，对其进行了两次斜向静力加载试验。本文详细介绍了试验过程和试验结果，并根据所得的荷载位移曲线等对预埋槽钢的屈服破坏模式进行了分析。
근년래예매묘고조강엄범응용우아국적고층건축급고속철로항목중，모예매조강구유가조절성，방편피안장부건위치적조절급불파배혼응토배근등우점。이목전아국관우예매조강적연구교소，위료해예매조강적랍발묘고성능，대기진행료량차사향정력가재시험。본문상세개소료시험과정화시험결과，병근거소득적하재위이곡선등대예매조강적굴복파배모식진행료분석。
Pre-embedded anchoring steel channel is widely used in tall buildings and high speed railway project of our country in recent years .Embedded channel steel can be regulatory , convenient adjustment of the position of the installed components and does not affect the concrete reinforcement .However , little attention is paid to the research on embedded channel .In order to know the tensile strength of the channel , the pull out tests on hot-rolled toothed anchor channel was conducted .Test process and test results were introduced in detail in this paper and the yield mode was analyzed basing on the load displacement curve of embedded steel channel .