负载型纳米Fe-Pd降解水溶性偶氮染料

采用阳离子交换树脂表面为载体,合成了负载型纳米Fe-Pd二元复合金属材料,采用扫描电子显微镜(SEM)和能谱分析对该材料进行表征,研究了其对一些水溶性偶氮染料的降解效果.实验表明,该材料对0.05 g.L-1甲基橙、日落黄、酸性橙8、金橙G和活性红2等偶氮染料有较好的降解效果,纳米双金属中Pd含量的增加有利于染料的降解;反应体系初始pH值对染料的降解率影响较大,本研究中,pH 4酸性条件下降解效果最佳;制备的材料在第10次活化后,仍有较好的降解效果;为环境中偶氮染料的降解提供了一种有效的方法.     

巷道超前支护装备的防冲击控制策略研究

针对冲击地压会对巷道超前支护装备产生冲击等不利影响,提出一种基于改进型扰动观测器的控制方法。该方法在常规扰动观测器基础上,增加两个控制器,对理想模型控制器的输出进行动态补偿。使控制器不仅能够对频率较低的外界扰动进行抑制,同时能够对高频的测量噪声干扰进行消除。对其进行数值仿真与模拟实验,结果表明改进后控制方法能够有效降低冲击地压对超前支护装备产生的不利影响。     

基于突变级数法的企业应急动态能力评价研究

针对企业开展应急能力评价不够科学、合理的问题,在相关理论研究基础上,提出1种将突变级数方法和动态能力理论相结合的企业应急能力评价方法。基于突变级数方法,构建企业应急能力的突变评价模型;采用动态能力理论,从感知、整合、重构和学习4个方面建立企业应急动态能力评价指标体系,给出具体评价步骤;改进评价方法并进行实例分析。研究结果表明:该方法对评价企业应急动态能力具有一定的参考价值。     

巷道蝶叶塑性区顶板冒落特征与层次支护研究

针对巷道蝶叶塑性区顶板破坏深度大、变形剧烈、冒顶事故频发等问题,综合现场调研、理论分析、数值模拟等方法,考虑巷道顶板不同服务阶段的变形破坏特点,研究分析了巷道顶板破坏失稳机理和不同层位顶板的控制要点,提出了以冒顶控制为主的顶板层次控制技术,阐明了辅助支护材料、普通长度锚杆、接长锚杆、长锚索对不同层位顶板的层次控制原理。据此,在保德矿81306工作面回采巷道蝶叶塑性区顶板进行了层次支护设计,并进行了顶板下沉量和接长锚杆支护力监测,结果表明:以冒顶控制为主的巷道顶板层次支护体系较好的维护了顶板整体稳定,保证了巷道安全与正常服务。     

试论我国城市应急软能力提升路径——基于2016年武汉洪涝灾害的理性思考

城市应急能力建设是保障城市公共安全的关键环节。当前我国城市应急能力建设重“硬件”轻“软件”,导致在城市灾害应对过程中效果不佳。选取受2016年南方洪涝影响严重的武汉市作为研究对象,对城市内涝灾害治理过程中应急“软能力”的现状及功能进行剖析,提出在制度适应、风险管理以及理念协调等方面的重构思想,并论述城市应急“软能力”的提升路径:建立健全防灾导向的城市规划制度,推进协同导向的城市灾害风险管理,加强完善教育导向的城市灾害文化建设。     

The Moderating Role of Hardiness and Social Support in the Relation Between Job Stressors and Well-Being. A Lesson From a Clerical Women Sample

The study concerns the moderating role of two variables—hardiness and social support—in the relation between job stressors and well-being. It was checked if there is a connection between hardiness and social support, and if these variables are directly related to the level of well-being. It was also hypothesized that hardiness and social support buffer the negative influence of stressors on well-being. The fact that social support and well-being are multidimensional variables was taken into account.

The cross-sectional study was conducted on a group of 200 women employed as office workers. The results showed that hardiness correlates with the indexes of emotional support as well as practical support coming from supervisors. The connection, however, was not strong. Hardiness and social support were directly connected with the level of well-being. Interaction of these two independent variables played a marginal role. As far as the buffering role of these variables was concerned, the results have shown that hardiness did not play a buffering role and social support did to a limited degree only.

The results of the study proved that it is justifiable to treat social support and well-being as multidimensional variables.     

Effects of carrying handles,postures, materials and distances on carrying capability

This study recruited 14 industrial workers to examine the effects of carrying handles, postures, materials and distances on maximum acceptable weights of carrying (MAWC), and resulting heart rate and body rating of perceived exertion (RPE) for a 20 min intensive carrying task. This study showed that MAWC of carrying with bar handles, carrying with hands-and-body posture, solid materials and 4?m distance were significantly higher than that of carrying with groove handles, carrying with hands posture, liquid materials and 8?m distance, respectively. The resulting heart rates while carrying MAWCs of groove handles, hands-and-body carrying posture, solid materials and 4?m distance were lower than the resulting heart rates while carrying MAWCs of bar handles, hands carrying posture, liquid materials and 8?m distance, respectively. Most pair levels of independent variables resulted in similar body's RPEs except for the pair levels of carrying distance.     

高危行业事故应急科技服务实用性平台研究

针对当前我国高危行业应急平台建设中存在事故应急救援决策支撑弱、应急救援服务能力差的缺陷,以“江苏省高危行业事故应急科技服务平台”项目为背景,提出高危行业事故应急科技服务平台的总体建设架构;并以此为基础提出建立应急信息共享,预案可视化与推演,事故后果分析模拟,应急救援决策支持,应急咨询、培训、评估,事故现场快速监测六大子平台。以期利用VR、GIS、人工智能等先进技术,从功能、系统、体系三个层面完善高危行业事故应急科技服务平台建设内容,从而为政府门提供应急决策支持、为企业和社会公众提供应急科技服务。     

吸能让位防冲支护结构与围岩协同作用体系研究*

为防治冲击地压危害,减小人员伤亡与经济损失,采用数值计算方法建立吸能让位防冲液压支架与围岩协同作用体系模型,计算支架和围岩组合体系在静载和冲击载荷作用下的受力状态。结果表明:静载条件下,受煤层影响巷道右侧拱肩位置应力值与塑性应变相对最大,此处最易发生破坏;吸能装置在静载条件下没有发生压缩变形,表明吸能装置不会影响支架正常工作;竖向冲击荷载条件下,受煤层结构影响巷道右侧拱肩处等效塑性应变值增大相对比较明显,吸能防冲支架中间液压柱与右侧液压柱水平位移变化相对最明显;冲击地压发生过程中,支架与围岩间相互作用力变化较大,总体可分为振动段、平稳段、上升段、波动段4个阶段。     

基于云模型的城轨信号系统安全保障能力评价方法*

为准确评价城轨信号系统安全保障能力及影响因素,基于云理论对定性与定量因素的良好融合优点,构建城轨信号系统安全保障能力评价云模型及评价指标体系,采用组合赋权法对各指标赋予权重,并基于专家意见,利用正向云发生器生成标准云。结果表明:该云模型具有一定稳定性和可靠性,可对城轨信号系统安全保障能力进行有效测评,同时能够发现安全运营中的缺陷,有助于协助管理方进行针对性改善,以提高城轨信号系统的安全保障能力。