中职汽车专业“1+N”区域协同教研实践探索

本文主要论述以渝中区汽车专业为例,通过实践探索,构建中等职业教育汽车专业渝中区协同教研模式,实现渝中区多所中职学校、市区教研机构、专兼职教研员等多层面、多方力量、多种资源的协同,从而提高渝中区中职汽车专业教研的有效性,促进区域中职学校教师的专业发展,提高人才培养质量。     

Preparation of Polysulfonamide/ZnO Nanocomposite by In-Situ Polymerization

Polysulfonamide/zinc oxide(PSA/ZnO) nanocomposite films with w(ZnO)=0.5% were prepared by in-situ polymerization based on 4,4′-diaminodiphenylsulfone and terephthaloyl chloride in the common solvent N,N-Dimethylacetamide(DMAc). Atomic force microscopy (AFM) was employed to observe the microstructure of the composite film. The thermal property was investigated by TGA and mechanical property was characterized by DXLL-1000 electromechanical material testing machine. The results showed that the breaking strength of the film containing 0.5% ZnO was great enhanced. The average size of ZnO particles was below 100 nm. The introduction of ZnO as nano filler in PSA react as UV shield effect and make the composite mechanical property improved.     

“三化”工作实施方法探讨

文章介绍了“三化”(通用化、系列化、模块化)工作的推进思路和具体实施方法,以及“三化”项目成果奖励、应用、管理和推广实现。尤其是在“三化”产品改进、成果管理方面,提出了具体的实施办法,促进了企业“三化”产品和“三化”项目管理的同步提高。     

深中通道超宽钢壳混凝土沉管管节浇筑变形控制

深中通道沉管隧道是目前世界上单节管节最宽同时也是单个行车道孔最宽的公路沉管隧道,建设标准为双向八车道高速公路,部分超宽段甚至超过双向十车道,标准管节宽度为46 m,最宽管节的最大宽度达55.467 m。管节结构采用了在内外双层钢壳内填充高流动自密实混凝土的“三明治”复合结构形式,为此结构形式在中国的首次大规模应用。其管节预制精度要求高,在混凝土浇筑阶段的变形控制要求达毫米级。在混凝土浇筑过程中,为将管节内净空变形控制在10 mm以内,原设计要求在顶板浇筑过程中在管内行车道孔增设临时支撑杆措施。为此,应用精细三维有限元模拟管节的浇筑过程,考虑其三维力学效应及混凝土逐渐凝固后的承载能力,并结合混凝土浇筑布料设备的特点,寻求出满足变形验收条件和兼顾施工效率的最优浇筑顺序,并以此取消管内临时支撑杆措施的制约。最后,该浇筑顺序在首节管节E32(同时也是最宽管节)的浇筑预制中成功应用,实测结果与计算结果吻合,满足验收要求。该技术精准控制了管节浇筑阶段的变形,优化了管节预制和舾装的施工方案,取消了顶板浇筑过程的管内临时支撑杆措施,使每节管节内的一次舾装作业得以提前约1个月启动,并可与墙体和顶板浇筑作...     

两种酶结合物对棘球蚴三种抗原特异性及敏感性的检测比较

对９４例包虫病患者、４４例非包虫病患者及５０例健康人血清,用羊源林球蚴囊液、原头蚴及生发层抗原,分别进行了酶联金葡菌Ａ蛋白点免疫及酶标记单抗人ＩｇＧ点免疫试验,其结果显示：前者对三种抗原的敏感性分别为９４．７％、９５．７％和９６．８％;后者分别为９２．６％、９３．６％和９３．６％。前者的特异性分别为８１．９％、９２．６％和９２．６％;后者分别为８７．２％、９１．５％和９１．５％。酶联金葡菌Ａ蛋白点免疫除了林球蚴囊液抗原的特异性低于酶标羊抗人ＩｇＧ点免疫外,原头蚴抗原、生发展抗原的特异性和三种抗原的敏感性均比后者高。     

校企互聘共用助力“三教”改革——以福建船政交通职业学院万商现代学徒制订单班为例

文章以福建船政交通职业学院汽车电子技术专业现代学徒制万商班为例,阐述了开展现代学徒制的的必要性、分析了高职院校“三教”方面存在的问题,阐述了基于现代学校制的三教改革。     

基于“门到门”运输的铁路物流“库存-运输”模型研究

我国铁路货运改革提出了"门到门"运输的发展模式,给铁路物流企业提出了新的要求和挑战。对于铁路货运来讲,这是改变体制、面向竞争、融入市场的良好发展契机。铁路物流企业将来要更多的承担全程物流的任务,因此,如何在具有"效益悖反"的库存和运输之间获得整体最优的运输模式成为亟待解决的问题。本文分析了铁路物流系统中的库存和运输费用,用时间因素反映二者的效益悖反关系,建立了以铁路运输为主导、联合多种运输方式实现"门到门"运输的库存-运输整体最优模型,提出求解模型的模拟退火算法,并对一算例进行简单分析,最后基于模型为铁路物流企业的发展提供针对性建议。     

面向“离位”儿童乘员的常开式安全气囊优化设计

儿童乘坐校车时常呈现多种"离位"坐姿,有必要开展多种儿童坐姿下,常开式安全气囊的优化设计研究,明确12岁儿童的损伤阈值。为此构建并验证校车的仿真模型,搭建校车和常开式安全气囊的耦合模型。选取躺卧坐姿、右倾坐姿作为12岁儿童乘员的典型"离位"坐姿,并针对正常坐姿、躺卧坐姿和右倾坐姿,以加权伤害指标为优化目标,基于响应面代理模型和改进型NSGA-Ⅱ算法,权衡确定常开式安全气囊的主要设计参数的最优配置为:泄气阀开度199.73%、泄气阀开启压力1.1628×105Pa、安装点高度0.362 8 m和中部拉带长度0.315 2 m。结果表明:3种儿童坐姿下,具备最优配置的常开式安全气囊能够最大限度地提升12岁儿童乘员的安全性。     

Field data observations for monitoring the impact of typhoon “In-fa” on dynamic performances of mono-pile offshore wind turbines: A novel systematic study

For offshore structures such as offshore wind turbines (OWT), typhoon is usually considered one of the most critical threats to structural safety performances and service life due to its heavy wind, wave, and even coexisted storm surge. Meanwhile, it is challenging to obtain the systematic data from the environmental conditions, structural dynamic vibrations and the SCADA record, when typhoon passes by the offshore wind farm. Taking into account these situations, a real-time multi-source monitoring system enabling the investigation of the typhoon impact on the performances of OWT, has been firstly established and implemented to a 4.0 MW mono-pile OWT in Rudong, Jiangsu, China. One of the major contributions in this work is to develop the monitoring system using a unique environment of real-world data that has been synchronously obtained from waves, winds, vibrational accelerations, inclinations of towers and SCADA data during the typhoon “In-fa” passing by the wind farm, and provide the scientific community with the underlying standards and technical recommendations. To investigate the influence caused by “In-fa”, comparison results of the measured data in the range of June to August have been analysed. It is worth noting that two conclusions have been obtained: (1) the region near the nacelle is not always the most critical vibrational area. Actually, the change of the maximum structural response in the position under different external loads should be applied to effectively evaluate the structural safety; (2) the measured accelerations exhibit an obvious decay process in the presence of the turbine rotor-stop, but not the yaw rigid-body motion. This observation promotes the accurate identification of modal parameters for the long-term monitoring. Consequently, these valuable findings to facilitate the assessment of structural operational conditions have been developed into two guide-lines. All the data and analyses presented in this paper provide a valuable insight into the design, energy efficiency, safety monitoring and damage diagnosis of OWT structures.