工程设计学报
工程設計學報
공정설계학보
JOURNAL OF ENGINEERING DESIGN
2015年
4期
359-364
,共6页
刘媛媛%张氢%秦仙蓉%孙远韬
劉媛媛%張氫%秦仙蓉%孫遠韜
류원원%장경%진선용%손원도
岸桥%起升系统%双折线卷筒%钢丝绳张力%动态特性
岸橋%起升繫統%雙摺線捲筒%鋼絲繩張力%動態特性
안교%기승계통%쌍절선권통%강사승장력%동태특성
container crane%lifting system%zigzag-shaped groove drum%wire rope tension%dy-namic characteristic
为研究双折线卷筒收绳速度的变化对起升系统的影响,建立了考虑速度变化激励的岸桥起升机构动力学模型。并以40 t单大梁岸桥起升机构为研究对象,模拟了电机从启动到匀速最后减速到停止的起升过程,得到了起升系统中支撑结构、吊物的振动位移响应和钢丝绳张力的变化,在此基础上对双折线卷筒的螺旋区相位和半径变化幅值的大小对动载特性的影响进行了研究。结果表明,双折线卷筒收绳速度变化的影响会增加钢丝绳张力的波动,且波动幅值随着螺旋区相位和半径变化幅值的增大而增大。这为起升机构的动态性能优化和可靠性设计奠定基础。
為研究雙摺線捲筒收繩速度的變化對起升繫統的影響,建立瞭攷慮速度變化激勵的岸橋起升機構動力學模型。併以40 t單大樑岸橋起升機構為研究對象,模擬瞭電機從啟動到勻速最後減速到停止的起升過程,得到瞭起升繫統中支撐結構、弔物的振動位移響應和鋼絲繩張力的變化,在此基礎上對雙摺線捲筒的螺鏇區相位和半徑變化幅值的大小對動載特性的影響進行瞭研究。結果錶明,雙摺線捲筒收繩速度變化的影響會增加鋼絲繩張力的波動,且波動幅值隨著螺鏇區相位和半徑變化幅值的增大而增大。這為起升機構的動態性能優化和可靠性設計奠定基礎。
위연구쌍절선권통수승속도적변화대기승계통적영향,건립료고필속도변화격려적안교기승궤구동역학모형。병이40 t단대량안교기승궤구위연구대상,모의료전궤종계동도균속최후감속도정지적기승과정,득도료기승계통중지탱결구、조물적진동위이향응화강사승장력적변화,재차기출상대쌍절선권통적라선구상위화반경변화폭치적대소대동재특성적영향진행료연구。결과표명,쌍절선권통수승속도변화적영향회증가강사승장력적파동,차파동폭치수착라선구상위화반경변화폭치적증대이증대。저위기승궤구적동태성능우화화가고성설계전정기출。
In order to study the effect of variable winding velocity caused by the zigzag‐shaped groove drum on lifting system dynamics ,the dynamic model of lifting system with the excitation of variable winding velocity was established .With a lifting system of 40 t container crane as the research object ,motion trace equation of the zigzag‐shaped groove drum was deducted for ideal winding process to simulate the winding velocity ,and analyzed the dynamics of lifting system during acceleration ,constant speed ,deceleration and stop stage . T he displacement response of lifting system and time history of wire rope tension was obtained ,and dynamic load coefficient under different phase positions of helix part and amplitudes of variation were calculated .The re‐sults showed that drum winding velocity of variation cannot be ignored .The changing trend of wire rope tension was the same with the displacement of the end part at crane's boom ,and the high frequency part of tension resulted from the variation of winding velocity .As the phase posi‐tion of helix part and amplitudes of velocity variation increased ,not only the fluctuation ampli‐tude of wire rope tension increased ,but also the dynamic load coefficients at different stage be‐came bigger .And the stage that had the max dynamic load coefficient changed from acceleration stage to constant speed stage .T he research results lay a foundation for dynamic performance op‐timizing and reliability design of lifting system of container crane .