基于MMA7455的施工升降机安全控制系统的设计

针对当前施工升降机自动化程度低、安全管理弱的问题,设计了一种施工升降机自动化的远程安全控制系统。该系统由重量传感器采集重量信号,经加速度传感器校正后监测吊笼负载情况并报警。同时通过无线模块接收各楼层分机发送的呼叫信号,系统根据同向优先、就近优先的原则及吊笼载荷情况综合判断施工升降机起升运行,并利用GPRS模块进行远程监测报警。通过现场试验可知,该远程安全控制系统能有效提高运输效率和避免误报警情况,具有稳定性好、管理方便等特点。     

Study on shop floor control system in semiconductor fabrication by self-organizing map-based intelligent multi-controller

To confirm semiconductor wafer fabrication (FAB) operating characteristics, the scheduling decisions of shop floor control systems (SFCS) must develop a multiple scheduling rules (MSRs) approach in FABs. However, if a classical machine learning approach is used, an SFCS in FABs knowledge base (KB) can be developed by using the appropriate MSR strategy (this method is called an intelligent multi-controller in this study) as obtained from training examples. A classical machine learning approach main disadvantage is that the classes (scheduling decision variables) to which training examples are assigned must be pre-defined. This process becomes an intolerably time-consuming task. In addition, although the best decision rule can be determined for each scheduling decision variable, the combination of all the decision rules may not simultaneously satisfy the global objective function. To address these issues, this study proposes an intelligent multi-controller that incorporates three main mechanisms: (1) a simulation-based training example generation mechanism, (2) a data preprocessing mechanism, and (3) a self-organizing map (SOM)-based MSRs selection mechanism. These mechanisms can overcome the long training time problem of the classical machine learning approach in the training examples generation phase. Under various production performance criteria over a long period, the proposed intelligent multi-controller approach yields better system performance than fixed decision scheduling rules for each of the decision variables at the start of each production interval.     

王希鲁节制闸钢筋混凝土底板施工中的温度与浇筑时间控制

王希鲁节制闸钢筋混凝土底板最小厚度1.5 m,一次浇筑混凝土工程量525 m3,属大体积混凝土。为确保闸底板混凝土不产生施工冷缝和温度裂缝,施工中对温度和浇筑时间进行了严格控制,取得了较好的施工效果。     

Performance of Sewage Sludge Treatment and Electricity Generation by Different Configuration Microbial Fuel Cells

This paper compared the degradation efficiency of sludge organic matters and electric-production by two typical microbial fuel cells——dual-chamber microbial fuel cell(DMFC)and single chamber air cathode microbial fuel cell(SAMFC),and the variations of sludge protein,polysaccharide and ammonia nitrogen within the systems were also investigated.The results showed that the concentration of sludge soluble chemical oxygen demand,protein and carbohydrate of DMFC are higher than these of SAMFC during the systems operation,while DMFC can achieve a better ammonia nitrogen removal than SAMFC.Under the same operation condition,the stable voltage output of DMFC and SAMFC is 0.61 V and 0.37 V;the maximum power density of DMFC and SAMFC is 2.79 W/m3and 1.25 W/m3;TCOD removal efficiency of DMFC and SAMFC is 34.14%and 28.63%for 12 d,respectively.Meanwhile,DMFC has a higher coulomb efficiency than SAMFC,but both are less than5%.The results showed that DMFC present a better performance on sludge degradation and electric-production.     

地板辐射供冷系统的实验与分析

对人体舒适性的评价方法进行了简要介绍,阐述了采用地板辐射供冷时室内温度和围护结构壁面温度的确定方法.以上海电力学院浦东校区艺术厅为研究对象进行实验,结果表明:地板表面温度在21.56℃以下、空气湿度为55%~65%时,室内的人体舒适性较好,同时也验证了采用地板供冷系统来提高舒适度是可行的.     

承压式溢流井淤积实验研究

为研究承压式溢流井的淤积规律,通过模型实验实测了井底面速度分布,并据此计算出相应的床面切应力。根据相似准则进行泥沙沉积实验,得到不同工况下的泥沙沉积分布。结果显示,溢流井内流场在恒定流工况时由一对大致对称的椭圆形涡流组成,而且涡流周围区域的紊动能及切应力均较大,其冲刷力亦较强,泥沙难以沉积下来。涡流中心和四周角落区域的切应力及冲刷力较小,有大量泥沙沉积。分析比较泥沙沉积位置与切应力分布,即可估计出模型沙的临界切应力值为0.05～0.07N/m2。     

混凝土桁架隔层错跨布置的纯剪力墙结构的动力性能分析

错列桁架结构体系的主要特点是整体桁架直接与两侧外柱相连,并在相邻楼层平面上错列布置．这样,纵向就形成大开间的无内柱空间,增大了建筑内部空间的使用灵活性．本文将利用有限元软件ANSYS对跳层剪力墙结构进行地震模拟分析,得到该结构形式的动力性能指标,为今后推广应用提供了抗震理论参考．     

Deformation control of asymmetric floor heave in a deep rock roadway: A case study

In order to control asymmetric floor heave in deep rock roadways and deformation around the surrounding rock mass after excavation, in this paper we discuss the failure mechanism and coupling control countermeasures using the finite difference method (FLAC^3D) combined with comparative analysis and typical engineering application at Xingcun coal mine. It is indicated by the analysis that the simple symmetric support systems used in the past led to destruction of the deep rock roadway from the key zone and resulted in the deformation of asymmetric floor heave in the roadway. Suitable reinforced support countermeasures are proposed to reduce the deformation of the floor heave and the potential risk during mining. The application shows that the present support technology can be used to better environmental conditions. The countermeasures of asymmetric coupling support can not only effectively reduce the discrepancy deformation at the key area of the surrounding rock mass, but also effectively control floor heave, which helps realize the integration of support and maintain the stability of the deep rock roadways at Xingcun coal mine.     

复杂地质条件下调压室三维有限元参数反分析

在地下洞室施工过程的3维有限元模拟过程中,数值计算结果受到地应力场及岩体力学参数的影响。在参数反演过程中,地应力场和岩体力学参数对洞室围岩应力变形的大小影响过程非常复杂,要同时反演这两方面参数比较困难,因此依托复杂地质条件下柳坪水电站调压室工程,采用3维非线性有限元分析,把地应力场岩体力学参数分两步进行反演,首先利用洞室围岩变形之间的规律对地应力场进行反分析,岩体力学参数选取参考范围的中值,在获得计算模型的地应力场数值及分布规律后,再对岩体力学参数进行反分析,反演得到岩体的力学参数,得出微新围岩、断层、弱风化带、强风化带变形模量分别为19、0.45、4.5、2.25 GPa,泊松比分别为0.21、0.35、0.25、0.30。反分析位移与监测位移对比表明,平均相对误差符合计算精度要求,可为类似工程的研究、分析提供参考。     

汽包水位温压补偿控制系统研究和应用

对汽包双室平衡容器水位温压补偿控制系统进行了探讨和研究,根据温压补偿模型,分析了P L C系统难以独立实现的原因以及查表法的缺陷,提出了P L C系统与上位机系统相结合的水位温压实时连续补偿的综合控制策略,提出并分析比较了三种体系结构及其实现原理和技术,工程应用结果表明该控制系统提高了水位控制的实时性、稳定性、准确性和安全性。