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轨道交通车辆单元制动器停放制动力补偿方案及其优化计算
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作者 虞晓峰 余毅权 《机械研究与应用》 2021年第2期23-25,共3页
提供一种关于轨道交通车辆单元制动器产品设计中补偿停放制动力衰减的设计方案及其计算方法。该方案采用变放大倍率的弧线代替等放大倍率直线以补偿因弹簧工作高度变大力值降低造成的制动力衰减。介绍的计算方法充分考虑了工程实践中的... 提供一种关于轨道交通车辆单元制动器产品设计中补偿停放制动力衰减的设计方案及其计算方法。该方案采用变放大倍率的弧线代替等放大倍率直线以补偿因弹簧工作高度变大力值降低造成的制动力衰减。介绍的计算方法充分考虑了工程实践中的多种影响因素(如机构刚度、尺寸公差、理论间隙等),利用Excel软件,将各变量进行参数化替代后迭代计算求解。基于计算结果和设计目标,结合CAD软件作图法反向推导作用曲线,以达到产品输出力稳定的效果。 展开更多
关键词 停放制动力 单元制动器 楔形放大 力值补偿
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Case study on the mechanics of NPR anchor cable compensation for large deformation tunnel in soft rock in the Transverse Mountain area,China
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作者 LI Yong ZHENG Jing +3 位作者 HUO Shu-sen WANG Feng-nian HE Man-chao TAO Zhi-gang 《Journal of Central South University》 SCIE EI CAS CSCD 2024年第6期2054-2069,共16页
A study was conducted to analyze the deformation mechanism of strongly weathered quartz schist in the Daliangshan Tunnel,located in the western Transverse Mountain area.A large deformation problem was experienced duri... A study was conducted to analyze the deformation mechanism of strongly weathered quartz schist in the Daliangshan Tunnel,located in the western Transverse Mountain area.A large deformation problem was experienced during the tunnel construction.To mitigate this problem,a support system was designed incorporating negative Poisson ratio(NPR)anchor cables with negative Poisson ratio effect.Physical model experiments,field experiments,and numerical simulation experiments were conducted to investigate the compensation mechanical behavior of NPR anchor cables.The large deformations of soft rocks in the Daliangshan Tunnel are caused by a high ground stress,a high degree of joint fracture development,and a high degree of surrounding rock fragmentation.A compensation mechanics support system combining long and short NPR anchor cables was suggested to provide sufficient counter-support force(approximately 350 kN)for the surrounding rock inside the tunnel.Comparing the NPR anchor cable support system with the original support system used in the Daliangshan tunnel showed that an NPR anchor cable support system,combining cables of 6.3 m and 10.3 m in length,effectively prevented convergence of surrounding rock deformation,and the integrated settlement convergence value remained below 300 mm.This study provides an effective scientific basis for resolving large deformation problems in deeply buried soft rocks in western transverse mountain areas. 展开更多
关键词 soft rock large deformation NPR anchor cable physical model numerical simulation compensation mechanics
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