论ISO14064与广东省温室气体减排

在介绍ISO14064来源的基础上,说明ISO14064的组成、目的和实施要求等关键问题。分析广东省温室气体减排现状,提出广东企业或其它组织实施ISO14064所需注意和解决的关键问题。     

中国钛白工业发展方向评述——钛白粉产品与涂料工业的关联

介绍了中国涂料工业基本状况与钛白粉的关联,以及钛白粉颜料性能的基本要素——粒径与粒径分布;对中国钛白粉产品在涂料工业中的应用现状,与涂料工业关联的前景进行了简述。     

表面活性剂在石油化工设备清洗中的应用

简述了表面活性剂的结构特点、性质特征及石化装置中的污垢状况及特征,并列举了表面活性剂在化工设备清洗中的大量工业应用实例,指出了化工设备清洗剂中表面活性剂的应用特点及今后表面活性剂的发展方向。     

USB接口的FPGA实现

USB接口已广泛应用于各类工业和消费电子产品中,研究USB接口电路具有实用价值.根据USB协议,基于USB芯片PDIUSBD12,对USB接口电路进行研究.采用硬件描述语言Verilog,对USB接口电路进行描述,电路在Xilinx FPGA芯片XC4VLX160上实现.综合结果表明,该USB接口占用1 061个Slice、1 898个LUT,关键路径为8.349 ns.硬件平台测试结果表明,该接口电路性能稳定,可满足实际需要.     

播出系统中KII与PVS两代硬盘服务器的混合使用

目前Profile硬盘服务器的用户存在的现实问题是,在对系统进行升级改造时,在PDF和PVS系列硬盘服务器已经停产情况下,如何使KII系列与PDF或PVS系列安全高效地混合使用,温州市广播电视总台在这方面成功地解决了这个问题,通过近一年的使用,达到了预期的效果。简述KII与PVS在播出系统中的混用,希望能给Profile用户提供一些有益经验。     

焊点疲劳寿命的量化评价方法及其影响因素

焊点蠕变疲劳是电子产品破坏中一种最主要的形式,对焊点疲劳寿命的量化评价是电子产品可靠性分析中的关键环节。总结了IPC标准中的焊点蠕变疲劳模型,然后利用实例说明了如何在实际使用中对焊点寿命进行分析和预计,最后重点讨论了模型中的6个相关参数对焊点疲劳寿命及参数设计优化所带来的影响。分析表明,当有、无引脚器件的焊点间距分别大于1.143 0与0.063 5 cm时,器件的疲劳寿命均随引脚间距变大而急剧减小;此外,热失配仍然是影响焊点疲劳寿命的主要因素。     

利用城市污泥和电厂灰渣制备生态透水烧结砖的研究

以城市污泥和电厂灰渣为主要原料,少量助熔成孔剂为辅助料,制备力学性能和透水性能良好的生态透水烧结砖。通过对不同配比制品的性能研究,确定了原料的最佳配比及合理的工艺方法。试验结果表明,城市污泥30%左右,电厂灰渣53%～54%,助熔成孔剂(C)16%～17%,在1050～1080℃焙烧,可制得抗压强度大于30 MPa、透水系数大于0.01 cm/s的生态透水烧结砖,可广泛用于人行道、广场、停车场、公园、住宅区等。     

复掺矿物掺合料及高效减水剂在黄埔大桥中的应用

结合工程实例,研究了复合矿物掺合料、高效减水剂对高性能混凝土的工作性能及放热量的影响。结果表明:聚羧酸类减水剂能有效改善混凝土工作性能,综合效果较萘系类减水剂要好。复掺粉煤灰、磨细矿渣粉在改善混凝土工作性能的同时,可有效降低混凝土内部温度,对大体积混凝土的温度裂缝控制有积极作用。     

Comparison of decoupling methods for analyzing pressure fluctuations in gas‐fluidized beds

Two methods of decoupling pressure fluctuations in fluidized beds by using the incoherent part (IOP) of absolute pressure (AP) and differential pressure (DP) fluctuations are evaluated in this study. Analysis is conducted first to demonstrate their similarities, differences, and drawbacks. Then, amplitudes, power spectral densities, mean frequencies, coherence functions, and filtering indices of the IOP of AP and DP fluctuations are calculated and compared based on experimental data from a two‐dimensional fluidized column of FCC particles. Derived bubble sizes are also compared with the sizes of bubbles viewed in the two‐dimensional bed. The results demonstrate the similarity of these two methods in filtering out global compression wave components from absolute pressure fluctuations, especially those generated from oscillations of fluidized particles and gas flow rate fluctuations. However, both methods are imperfect. Neither can filter out all the compression wave components and retain all the useful bubble‐related wave components. Their amplitudes can be used to characterize global bubble property and quality of gas–solids contacting in bed, but they do not give accurate measurement of bubble sizes. © 2009 American Institute of Chemical Engineers AIChE J, 2010     

An investigation of microstructure evolution in cement paste through setting using ultrasonic and rheological measurements

The response of hydrating cement paste through setting are monitored using rheological measurements and ultrasonic reflection measurements. Increases in the elastic modulus and yield stress of cement paste with time are obtained from the rheological measurements. Ultrasonic measurements are performed using horizontally polarized shear waves (SH) reflected off of the hydrating cement paste. Changes in the ultrasonic signal through setting are related with changes in the porosity and stiffness of an equivalent water-filled poroelastic material, which provides identical acoustic impedance. The measured changes in the shear modulus obtained from ultrasonic measurement are shown to correlate well with increase in elastic modulus obtained from rheological measurements. The increase in the shear modulus of the porous material obtained from the ultrasonic measurements is shown to correspond well with the observed increase in the yield stress of the cement paste. By combining the information from rheological and ultrasonic measurements, it is found that even in the fluid stage there is sufficient structural integrity in the arrangement of cement grains to support low-amplitude shear stress and the evolution of a continuously connected network of cement particles within the paste is coincident with a rapid increase in the shear modulus of the porous skeleton.