排序方式: 共有41条查询结果,搜索用时 15 毫秒
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采用对喷涂粒子进行槽内约束的电爆喷涂方法,研究了喷涂粒子在垂直槽中的约束调控机制及其沉积行为。结果表明:约束深度达20mm时,即喷涂距离为丝径的100倍时,仍可获得连续、均匀的涂层。约束宽度从6mm减小至2 mm,涂层表面呈现出由粗糙的"丘壑状"形貌向均匀的"薄饼状"形貌逐渐过渡的演变趋势,且涂层厚度显著提高;能量密度从57 J/mm~3提高至152 J/mm~3,同样可提高涂层厚度并改善涂层均匀性。对喷涂粒子进行收集,发现减小约束宽度和提高能量密度均可有效细化喷涂粒子并使喷涂粒子粒径分布更加均匀。分析认为,由焦耳加热导致的"热膨胀效应"和击穿电弧伴生的"压力效应"共同决定电爆冲击波和喷涂粒子的形成,并随能量密度和约束参数的变化,对喷涂粒子表现出不同的约束调控作用,使其沉积行为产生显著差异。 相似文献
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In this work, a novel catalyst coated membrane (CCM) approach–a catalyst‐sprayed membrane under irradiation (CSMUI)–was developed to prepare MEAs for proton exchange membrane fuel cell (PEMFC) application. Catalyst ink was sprayed directly onto the membrane and an infrared light was used simultaneously to evaporate the solvents. The resultant MEAs prepared by this method yielded very high performance. Based on this approach, the preparation of low‐platinum‐content MEAs was investigated. It was found that for the anode, even if the platinum loading was decreased from 0.2 to 0.03 mg cm–2, only a very small performance decrease was observed; for the cathode, when the platinum loading was decreased from 0.3 to 0.15 mg cm–2, just a 5% decrease was detected at 0.7 V, but a 35% decrease was observed when the loading was decreased from 0.15 to 0.06 mg cm–2. These results indicate that this approach is much better than the catalyst coated gas diffusion layer (GDL) method, especially for the preparation of low‐platinum‐content MEAs. SEM and EIS measurements indicated ample interfacial contact between the catalyst layer and the membrane. 相似文献
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Kalman Kovri 《Tunnelling and Underground Space Technology incorporating Trenchless Technology Research》2003,18(1):71-69
This work, which is divided into two parts, traces the fascinating history of the sprayed concrete lining method from its beginnings and shows how it developed on a broad international front in its theoretical and technological aspects. The beginning of tunnel engineering can be seen in the 1.1 km long Tronquoy Tunnel in France built in 1803. Here, for the first time, a large area of excavation in difficult ground conditions was realised. In the second half of the 19th century, first attempts were undertaken to calculate the loading on the timberwork and the permanent lining. Of special interest is the origin and development of the technology of steel linings, sprayed concrete linings and rock anchors. Technical innovations, a growing insight into the mode of action, as well as economic factors helped it to gain full acceptance as far back as the 1950s. 相似文献
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阐述了在复合支护结构中,止水帷幕桩和支护灌注桩的相互工作机理;提出了在软弱土层中,加固桩前区土体对提高支护桩的承载力是非常经济有效的措施。 相似文献
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