冷轧带肋钢筋预应力叠合板施工工艺

在现场试验的基础上,将冷轧带肋钢筋叠合板楼盖应用于几个实际工程,认为该种叠合板楼盖不仅在结构,抗震性能上有其优点。     

Dynamic planning model for determining cutting parameters using neural networks in feature-based process planning

Although feature-based computer-aided process planning plays a vital role in automating and integrating design and manufacturing for efficient production, its off-line properties prohibit the shop floor controllers from rapidly coping with unexpected production errors. The objective of the paper is to suggest a neural network-based dynamic planning model, by which the shop floor controllers determine cutting parameters in real-time based on shop floor status. At off-line is the dynamic planning model constructed as a neural network form, and then embedded into each removal feature. The dynamic planning model will be executed by the shop floor controllers to determine the cutting parameters. A prototype system is constructed to validate whether the dynamic planning model is capable of determining dynamically and efficiently the cutting parameters for a particular set of shop operating factors. Owing to the dynamic planning model, the shop floor controller will increase flexibility and robustness by rapidly and adaptively determining the cutting parameters in unexpected errors occurring.     

回折型布置方式低温热水地板辐射换热器传热性能

通过实验针对低温热水地板辐射换热器传热过程的主要影响因素展开研究,以北京地区某高校办公建筑为研究对象,选取其中4间按回字型方式布置地板辐射换热器的房间为实验比较对象,分析和研究了变化供水温度、管内流速等参数对不同管间距的地板辐射换热器传热性能的影响规律,比较了不同管间距对地板表面温度不均匀性的影响,给出了北京地区办公建筑供水温度、管内流速及管间距选用范围。     

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。     

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.     

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.     

关于单向板肋梁楼盖主梁永久荷载分项系数取用的思考

指出了现行教材中现浇单向板肋梁楼盖主梁内力计算时永久荷载荷载分项系数取用存在的错误,分析了该错误对计算结果的影响,提出了解决方法和笔者对问题重要性的认识,供同行参考。