噪声与振动控制
譟聲與振動控製
조성여진동공제
NOISE AND VIBRATION CONTROL
2015年
1期
99-103
,共5页
孟鑫%刘鹏辉%姚京川%王巍%董振升%尹京
孟鑫%劉鵬輝%姚京川%王巍%董振升%尹京
맹흠%류붕휘%요경천%왕외%동진승%윤경
振动与波%重载铁路%地面振动%轴重%峰值振动速度
振動與波%重載鐵路%地麵振動%軸重%峰值振動速度
진동여파%중재철로%지면진동%축중%봉치진동속도
vibration and wave%heavy-haul railway%ground vibration%axle load%peak particle velocity (PPV)
对重载铁路沿线在货物列车通过时引起的地面振动进行现场试验,测试了距离铁路7.5 m、15 m、30 m、60m、90 m处的地面横向和垂向振动速度,分析了振动速度的幅值和频率特性,得到货物列车引起地面振动的振源特性、传播特性以及轴重、列车速度与振动的关系。分析表明:货物列车引起的地面振动在5 Hz~10 Hz的范围内峰值明显;随着距离的增加,高频成分的衰减比低频更快。地面峰值振动速度(PPV)随着距离的增加呈幂函数衰减,在7.5 m~15 m距离内振动峰值衰减显著。在7.5 m处横向和垂向峰值振动速度数值接近;在15 m及更远距离处,横向振动速度衰减比垂向振动速度快。地面横向、垂向峰值振动速度(PPV)随行车速度、列车轴重提高呈增大趋势。
對重載鐵路沿線在貨物列車通過時引起的地麵振動進行現場試驗,測試瞭距離鐵路7.5 m、15 m、30 m、60m、90 m處的地麵橫嚮和垂嚮振動速度,分析瞭振動速度的幅值和頻率特性,得到貨物列車引起地麵振動的振源特性、傳播特性以及軸重、列車速度與振動的關繫。分析錶明:貨物列車引起的地麵振動在5 Hz~10 Hz的範圍內峰值明顯;隨著距離的增加,高頻成分的衰減比低頻更快。地麵峰值振動速度(PPV)隨著距離的增加呈冪函數衰減,在7.5 m~15 m距離內振動峰值衰減顯著。在7.5 m處橫嚮和垂嚮峰值振動速度數值接近;在15 m及更遠距離處,橫嚮振動速度衰減比垂嚮振動速度快。地麵橫嚮、垂嚮峰值振動速度(PPV)隨行車速度、列車軸重提高呈增大趨勢。
대중재철로연선재화물열차통과시인기적지면진동진행현장시험,측시료거리철로7.5 m、15 m、30 m、60m、90 m처적지면횡향화수향진동속도,분석료진동속도적폭치화빈솔특성,득도화물열차인기지면진동적진원특성、전파특성이급축중、열차속도여진동적관계。분석표명:화물열차인기적지면진동재5 Hz~10 Hz적범위내봉치명현;수착거리적증가,고빈성분적쇠감비저빈경쾌。지면봉치진동속도(PPV)수착거리적증가정멱함수쇠감,재7.5 m~15 m거리내진동봉치쇠감현저。재7.5 m처횡향화수향봉치진동속도수치접근;재15 m급경원거리처,횡향진동속도쇠감비수향진동속도쾌。지면횡향、수향봉치진동속도(PPV)수행차속도、열차축중제고정증대추세。
Field test of ground vibration induced by heavy-haul railway operation was conducted. The transverse and vertical velocities of ground vibration at the distance of 7.5 m, 15 m, 30 m, 60 m, 90 m away from the rail were measured re-spectively. The amplitude and frequency characteristics of the vibration velocity were analyzed, and the vibration source characteristics, propagation characteristics and attenuation laws of the ground vibration induced by the heavy-haul train were obtained. The relation among the axle load, velocity of the train and the vibration was derived. Results show that the vibra-tion components caused by the train have obvious peaks at each measuring point in 5-10 Hz frequency range. With the dis-tance from the rail to the measurement point increasing, high frequency components of transverse and vertical velocities de-cay faster than the low frequency components. The Peak Particle Velocity (PPV) of the ground decays as a power law. At the distances of 7.5-15 m, the PPV decays significantly. At the distance of 7.5 m, the PPV values of transverse and vertical vibra-tions are close to each other. At the distances beyond 15 m,The PPV of the transverse velocity decays faster than that of the vertical velocity. Vibration velocity increases as the train speed and axle load increasing.