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杠柳在高速公路绿化中的应用研究 总被引:2,自引:0,他引:2
本文主要阐述了杠柳的生物学特性、训化培育繁殖以及在高速公路绿化应用的跟踪观察。发现此种植物具有非常强的根分蘖特性。通过对杠柳的扦插、移植等研究,解决了其扦插繁殖技术,可以在短期内获得大量苗木,其栽植成活率高,造价与传统护坡品种紫穗槐持平。同时初步观察牲畜不啃食,绿期长,观赏效果好,护坡防护作用明显。在普遍存在高速公路绿化因放牧造成很大破坏的形势下,推广使用杠柳护坡具有很大的现实意义。 相似文献
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拖拉法是桥梁施工中常用的一种方法,具有经济、快速的优点,尤其在大跨径钢桥施工中,更能显示其优越性。通过88 m跨径的钢桁架导梁拖拉施工和150 m跨径的中承式提篮钢拱桥的浮拖施工的两个具体工程实例,简述拖拉法在钢桥施工中的主要技术及步骤。 相似文献
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随着电控技术的发展,电子驻车制动(EPB)被动参与汽车保持静止的场景越来越多,驻车后的残余制动拖滞性能影响制动钳的能耗、汽车的燃油经济性和续航里程。文中通过对某车型液压拖滞和驻车拖滞性能的研究,分析驻车拖滞的特性,解析EPB释放后制动拖滞现象比大多数液压制动拖滞更恶劣的原因。 相似文献
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本文介绍了一种基于力学分析的皮卡车(也称多用途货车)牵引能力的理论计算和试验方法,得出了决定皮卡车牵引能力的主要因素有:皮卡车动力传动系统能力、驱动形式、结构强度,挂车类型以及道路情况等。经验证,理论计算得到的牵引能力与试验结果一致性较好:通过皮卡车牵引能力的计算和验证,能够有效指导企业进行设计开发,充分发挥皮卡车较强的牵引能力特性,推动皮卡车市场发展。 相似文献
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分析计算在坡道上行驶的全挂牵引车的行驶速度,比较采用不同动力总成及传动系统时车辆性能的变化,总结影响车辆爬坡能力的主要因素,为特殊要求用途的军用车辆配置选用提供参考数据。 相似文献
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深圳市前海合作区梦海前湾河桥为大跨度简支拱梁组合全钢结构桥梁,造型独特,结构受力、构造复杂,安装风险大.为此结合工程实际,采用滚动拖拉的施工工艺对钢箱梁进行安装.滚动拖拉技术主要包括滚动拖拉支撑体系设计、安装主要技术、施工步骤及施工控制要点. 相似文献
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《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(8):581-599
A motorcycle towing a single-wheel trailer may provide useful transport for light cargo on narrow tracks and off-road use, particularly in rural areas of developing countries. Four designs of such trailers are described. Linear models are derived for the lateral dynamics of an off-road motorcycle towing this type of trailer straight ahead at constant speed. The trailers were tested behind an instrumented motorcycle. Linear autoregressive models were fitted to the experimental data using system identification techniques. Analytical and experimentally derived models largely agreed on frequency, damping and shape of the weave, wobble and trailer sway normal modes. The trailers made the motorcycle’s steering heavier but the analytical models did not predict this. The location of the articulation axes between the motorcycle and the trailer were found to be critical for stability. The best trailer design handled well with loads up to 200 kg and speeds up to 70 km/h. 相似文献
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Stephen R. James 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2005,43(8):581-599
A motorcycle towing a single-wheel trailer may provide useful transport for light cargo on narrow tracks and off-road use, particularly in rural areas of developing countries. Four designs of such trailers are described. Linear models are derived for the lateral dynamics of an off-road motorcycle towing this type of trailer straight ahead at constant speed. The trailers were tested behind an instrumented motorcycle. Linear autoregressive models were fitted to the experimental data using system identification techniques. Analytical and experimentally derived models largely agreed on frequency, damping and shape of the weave, wobble and trailer sway normal modes. The trailers made the motorcycle's steering heavier but the analytical models did not predict this. The location of the articulation axes between the motorcycle and the trailer were found to be critical for stability. The best trailer design handled well with loads up to 200 kg and speeds up to 70 km/h. 相似文献
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连续配筋水泥混凝土路面裂缝发展规律研究 总被引:1,自引:7,他引:1
裂缝位置是连续配筋路面的薄弱面,裂缝间距和裂缝宽度则是CRCP配筋设计的两个控制指标。通过对不同配筋率的两段CRCP路面裂缝进行长期观测,分析归纳了CRCP路面的主要裂缝类型、裂缝形态、裂缝主要参数以及各参数的变化规律。研究发现横向裂缝是CRCP的主要裂缝形式,除了常见形态外,还出现了大量群集裂缝以及Y形裂缝。裂缝可以用裂缝间距、裂缝宽度以及裂缝长度等参数来表征,各参数随配筋率、端部锚固形式、观测气温以及时间而不断变化,相关研究结论可为今后CRCP路面实施裂缝控制技术以及CRCP的优化设计提供有益的参考。 相似文献
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Jeries ABOU-HANNA Charles R. EVCES James L. HILL 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》1988,17(3):165-177
The highway transport of mobile homes is a matter of concern for the increasingly safety-minded driving public. The low speeds of towed vehicles necessary to maintain stability, together with the requirements for excessive lane widths due to clearance for the lateral motion, result in increased likelihood of traffic accidents, impeded traffic flow, and reduced highway capacity. A safe increase in the stable cruising speed, coupled with a decreased amplitude in the pendular motion helps alleviate all three of the aforementioned problems. Energy input at hitch point and lateral forces between the road and tires permit lateral vehicular motions, which occur above a critical speed, to increase in amplitude until possibly a limit cycle or instability is reached. One would expect that structural dynamics could have a pronounced influence on the lateral response of towed vehicles with large and relatively flexible chassis, such as mobile homes. The objective of this research is to determine the influence of chassis structural parameters on the lateral stability of towed flexible bodies during transport. The mass of the towing vehicle is assumed infinitely large, thus eliminating any dynamic interconnection between the towing and towed vehicles. The assumed modes method is used to describe the lateral deflection of the flexible towed vehicle. Results of the study of this model indicate that increase in structural rigidity of towed vehicle increases the critical towing speed whereas increase in the tire cornering coefficient reduces the safe towing speed, which is true only for this simplified model where the dynamic interaction with the towing vehicle is not included. 相似文献
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传统的混凝土桥面板湿接缝存在现场钢筋焊接、混凝土浇筑量大的问题,随着桥梁快速化施工技术的发展,一种新型的桥面板连接方式进入工程视野,即钢筋不焊接、环形钢筋交错布置的窄缝连接.现通过对国内外的理论研究,发现了此种新型接缝包含钢筋屈服与核心混凝土破碎两种破坏模式.在理论工作的基础上,给出了接缝在轴心受拉作用下的试验结果.对基于理论公式的计算与试验结果进行了比较论证,分析了不同构造参数对接缝强度的影响,同时也验证了理论公式对接缝破坏模式预测的准确性. 相似文献