CAJ | 학술논문

　　采用理论分析、仿真计算以及现场试验相结合的方法，研究履带式强夯机夯锤脱钩后臂架反弹的动态响应过程。以变幅拉索直径作为单一变量参数，忽略地面硬度对强夯机晃动的影响，分析了强夯机晃动过程中的能量转化过程，确定了强夯机晃动幅度、周期以及防后倾杆受力与变幅拉索直径间的关系。研究结果表明，臂架晃动能量主要来源于变幅拉索储能，臂架的反弹量随变幅拉索直径增大而减小。
　　채용이론분석、방진계산이급현장시험상결합적방법，연구리대식강항궤항추탈구후비가반탄적동태향응과정。이변폭랍색직경작위단일변량삼수，홀략지면경도대강항궤황동적영향，분석료강항궤황동과정중적능량전화과정，학정료강항궤황동폭도、주기이급방후경간수력여변폭랍색직경간적관계。연구결과표명，비가황동능량주요래원우변폭랍색저능，비가적반탄량수변폭랍색직경증대이감소。
With the method combining theoretic analysis, simulation calculation and site test, the dynamic response process of arm support rebound after the pounder unhooked from the crawler-type dynamic compactor is studied in the pa-per.With the luffing cable diameter as the single variable parameter, irrespective of the effect of ground hardness on wob-bling of the dynamic compactor, the energy conversion process during wobbling of the dynamic compactor is analyzed to de-termine the wobbling amplitude, cycle, and relation between the stress of anti-hypsokinesis rod and luffing cable diame-ter.The study result shows that the wobbling energy of arm support mainly derives from stored energy of the luffing cable, and the rebound amount of the arm support reduces with increase of luffing cable diameter.