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软横跨钢柱安装一次到位的技术措施
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作者 程德勤 袁玉森 《电气化铁道》 1999年第1期12-13,共2页
在我国电气化铁道接触网工程中,在跨越股道多(一般五股道及以上)的站场上,软横跨支柱一般采用钢柱。钢柱承受水平和竖直方向的悬挂负载,并将负载传递给基础。钢柱与基础通过预留在基础中的螺栓进行连接。因此,要求钢柱底板与基础... 在我国电气化铁道接触网工程中,在跨越股道多(一般五股道及以上)的站场上,软横跨支柱一般采用钢柱。钢柱承受水平和竖直方向的悬挂负载,并将负载传递给基础。钢柱与基础通过预留在基础中的螺栓进行连接。因此,要求钢柱底板与基础顶面接触良好、钢柱与基础连接可靠,... 展开更多
关键词 电气化铁路 接触网 横跨支柱 安装
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静载荷下由直立到背屈作业人体腰骶关节应力特征研究 被引量:1
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作者 罗炯 《天津体育学院学报》 CAS CSSCI 北大核心 2012年第4期333-337,共5页
根据临床生物力学相关资料,选择人体腰骶关节中心为研究重点建立力学模型,改变人体身体姿态,结果表明:正常人体处于直立放松平衡位时,脊柱前、后壁肌的向下等长收缩,均不能对L5/S1椎间盘中心起到肌力"软支柱"的作用;前、后壁... 根据临床生物力学相关资料,选择人体腰骶关节中心为研究重点建立力学模型,改变人体身体姿态,结果表明:正常人体处于直立放松平衡位时,脊柱前、后壁肌的向下等长收缩,均不能对L5/S1椎间盘中心起到肌力"软支柱"的作用;前、后壁肌力及L5/S1关节中心应力大小除受到前、后壁肌拉力角的影响外,更受前壁肌的力臂影响,当力臂较小(小于5.0 cm)时,壁肌拉力角增加,前、后壁肌力及L5/S1关节应力均呈下降趋势,且存在某一最佳状态,使前、后壁肌收缩所产生的效果在L5/S1关节处完全起到肌力"软支柱"的作用;适当地利用胸、腹腔内压,亦可确保脊柱前、后壁肌群只需用较小的力就能确保躯体平衡,同时亦可起到"软支柱"的作用;在其他因素不变时,人体屈位状态下脊柱前、后壁肌力及L5/S1处的应力比直立位要大得多,这提示人们在日常工作中要尽量避免前屈弯腰,特别是前屈搬物时更应尽可能地减小重力矩。 展开更多
关键词 静态作业 腰骶关节 应力特征 软支柱
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Analysis of roof and pillar failure associated with weak floor at a limestone mine 被引量:5
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作者 Murphy Michael M. Ellenberger John L. +1 位作者 Esterhuizen Gabriel S. Miller Tim 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第3期471-476,共6页
A limestone mine in Ohio has had instability problems that have led to massive roof falls extending to the surface. This study focuses on the role that weak, moisture-sensitive floor has in the instability issues.Prev... A limestone mine in Ohio has had instability problems that have led to massive roof falls extending to the surface. This study focuses on the role that weak, moisture-sensitive floor has in the instability issues.Previous NIOSH research related to this subject did not include analysis for weak floor or weak bands and recommended that when such issues arise they should be investigated further using a more advanced analysis. Therefore, to further investigate the observed instability occurring on a large scale at the Ohio mine, FLAC3 D numerical models were employed to demonstrate the effect that a weak floor has on roof and pillar stability. This case study will provide important information to limestone mine operators regarding the impact of weak floor causing the potential for roof collapse, pillar failure, and subsequent subsidence of the ground surface. 展开更多
关键词 Underground limestone Ground control Case study Weak floor Instability
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Dynamic characteristics of the high-flow water three-way valve 被引量:2
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作者 Chuan-Li WANG Xia GAO Hai-Shun DENG Yu HUANG 《Journal of Coal Science & Engineering(China)》 2013年第3期392-395,共4页
Operating principle of water three-way valve with high flow for individual hydraulic prop in coal was presented in this paper, its strict and precise mathematical model was established, its flow field was simulated nu... Operating principle of water three-way valve with high flow for individual hydraulic prop in coal was presented in this paper, its strict and precise mathematical model was established, its flow field was simulated numerically by software Fluent, and its dynamic characteristics were analyzed during the work process such as raising leg, loading and overflow, the influence of the related parameters on high-flow water three-way valve was determined. The results as follows: during the raising leg stage and early raising leg stage, when the damping ratio increases, the overshoot of system decreases and the setting time reduces, and the dynamic response performance has a significant improvement. During the loading stage and the overflow stage, the pressure in plunger chamber of single hydraulic prop, the output flow and the displacement of the high-flow water three-way valve decrease with the decreasing of the external load. The spring stiffness of the safety valve directs the flow and the spool's displacement of the safety valve, and it can be used to control the high-flow three-way valve's sensitivity. 展开更多
关键词 high-flow three-way valve water hydraulic structural design dynamic characteristics
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