海域双排钢板桩围堰与明挖基坑变形特性分析

以深圳海滨大道一期Ａ段海底隧道工程为背景,针对海域环境双排钢板桩围堰与明挖基坑在施工过程中的变形控制难题,利用ＰＬＡＸＩＳ数值模拟软件建立有限元模型,通过建立有限元模型,系统的研究了海域双排钢板桩围堰与明挖基坑变形特性及相互影响规律,分析了围堰与基坑距离、基坑内支撑形式及基坑开挖步序等因素对钢板桩围堰变形的影响作用。研究结果表明:基坑开挖将造成围堰较大的水平位移;地连墙最大变形出现在墙体中下部;减小施工平台宽度和增大基坑内支撑刚度等方式可以有效减小钢板桩围堰变形。研究成果可以为类似工程的钢板桩围堰与明挖基坑设计提供参考依据。     

不同土性地基考虑 ＳＳＩ效应的隔震结构地震响应分析

为探究不同土性地基的ＳＳＩ效应对层间隔震结构影响机理与动力响应规律,选取一个典型层间隔震结构,对其简化并制作缩尺模型,采用振动台试验的方法,分别在硬土、软土这两种地基上单向输入4条地震波来研究模型的动力响应。结果表明:土体具有明显的放大效应,随着地基土由硬变软,隔震结构周期延长倍数降低。隔震结构在硬土地基上能发挥较好的减震效果,而软土地基上减震效果明显减弱。软土地基上塔楼的动力响应较硬土地基增大,塔楼容易成为薄弱部位,其抗震设计应重点关注。     

Examining joint loading and self-reported exertion and discomfort during ladder handling

Ladder handling by telecommunications technicians represents an indispensable part of their daily work, but may generate musculoskeletal injury risk. These workers have a high prevalence of shoulder and back injuries, motivating research to quantify postures and loading using different ladders during common handling tasks. Twenty-five participants completed carry, raise (against a wall or free standing), and simulated removal from a van roof tasks using three ladders (8.5m 2-piece wood; 8.5m 2-piece fibreglass, 9.2m 3-piece wood). Data collection included kinematics and kinetics during these ladder handling tasks, as well as perceived discomfort, perceived exertion and post-collection ladder and task preferences. Significant effects depended on task and ladder. Dominant arm (the arm completing the primary action) elevation was higher while extending the ladder (114.7 ± 3.4°) than the carry task (53.5 ± 3.5°) (p < 0.05). Joint moments in the dominant shoulder and trunk were highest for the 2-piece wood ladder (59.0 ± 2.2 Nm and 254.8 ± 8.8 Nm) averaged across all tasks. Joint forces were increased when using the 2-piece wood ladder compared to the 3-piece wood ladder (p < 0.05), while the greatest discomfort in the shoulders occurred using the 2-piece wood ladder in the carry task. Many tasks approached or exceeded strength capability of a 50th percentile male's predicted strength. While no ladder universally mitigated physical demands while lowering perceptual difficulty, construction differences yielded trends toward preferring the 2-piece fibreglass or 3-piece wood ladders over the 2-piece wood ladder. This work has direct relevance to workplaces with ladder handling and provides recommendations for ladder selection and strength requirements across tasks.     

Modeling and implementation of a digital twin of material flows based on physics simulation

Cyber-physical production systems enable adaptivity and flexibility when manufacturing customized products in small batches. Due to varying routes and a high variance of workpieces, material flows in cyber-physical production systems can get highly complex, which can lead to physically induced disturbances that can result in accidents or decreased throughput and high costs. This issue can be addressed by applying a physics engine to simulate the physical interaction between workpieces and the material handling systems during the operation. Connecting such a digital model to a real material handling system in order to derive simulation-based decision support leads to the concept of digital twins. To date, few practical implementations of digital twins in manufacturing outside the machine tool domain were reported. Therefore, this paper describes the modeling and the subsequent implementation of an integrated system that consists of a real material handling system and its digital twin, based on physics simulation. A practical use case demonstrates the versatile advantages of the implemented solution for a manufacturing system with respect to the three digital twin functions prediction, monitoring and diagnosis.     

基于西门子S7-300 PLC装卸机械自控系统设计

主要介绍了装卸机械控制系统的构成、系统在运行过程中的控制要求、以及如何实现机械自动操作的功能,利用S7-300PLC的功能模块化程序设计思想,设计出手动控制逻辑功能和自动控制逻辑功能及组织块程序,大大提高了工作效率和生产安全性。     

新时代家风建设的思想基础与实践路径探析 #br#

党的十八大以来,以习近平同志为核心的党中央高度重视家风建设在治国理政中的独特作用,深刻体现了家与国辩证统一的战略思维。优秀传统家训文化、马克思、恩格斯家庭观以及红色家风文化是新时代家风建设的思想基础。创造性转化和创新性发展优秀传统家训文化,继承和弘扬红色家风文化,运用好道德和制度两个杠杆,发挥好女性在家风建设中的重要作用是新时代家风建设的重要实践路径。     

深水大跨桥梁施工技术2020年度研究进展

随着我国经济实力的不断增强、科学技术水平的显著提升,桥梁工程正朝着跨度更大、基础更深、桥塔更高的方向快速发展。在此过程中,桥梁建设者遇到了很多新难题,例如：深水基础浮运下沉过程中精准定位、超大型沉井基础防冲刷、大直径钻孔桩施工、大跨度斜拉桥索塔锚固构造优化、超高桥塔大体积混凝土水化热温度控制、超高桥塔新型液压爬模系统开发等,已成为影响深水大跨桥梁安全顺利施工、长期可靠运营的关键问题。为促进深水大跨桥梁施工技术的发展,提高深水大跨桥梁施工人员解决相关问题的能力,为深水大跨桥梁的推广提供技术支持,围绕深水大跨桥梁施工面临的上述关键问题,对2020年国内外研究者的相关研究进展及成果进行了分析与汇总。     

基于神经网络的助力搬运装置自适应控制方法研究

为提高助力搬运装置在建筑工地等复杂路况下的适用性,通过对国内外助力系统及其控制方法发展现状的调查和分析,提出一种智能助力控制系统。首先建立控制模型,在智能控制的研究中发现BP神经网络能够对输入信息进行识别并分类处理,且计算较简单,容易实现,但BP神经网络隐含层节点数难以确定、易陷入局部最小值,因此,采用遗传算法对BP神经网络进行优化(GA-BP),并设计具体实现方法。采集平坦、斜坡两种路况的数据,通过人工赋予理想输出数据,将其一部分作为训练数据,对GA-BP神经网络及BP神经网络进行对比训练,另一部分作为验证数据,检验两种网络的训练结果。使用MATLAB进行数据仿真分析,验证GA-BP神经网络控制方法的可行性。试验结果表明:这种控制方法能够有效地解决助力搬运装置在复杂路况下的自适应控制问题。     

CCR工艺在投产过程中的问题处理

介绍了常压间歇式循环催化改质制气装置的工艺特点、投产过程中出现的问题及处理方法。     

某砖混结构加层改造的设计

通过对某砖混结构加层改造的设计实践,介绍了加层改造的方法,分析了在加层改造过程中需解决的问题。主要包括地基及基础的处理,墙体抗压、抗震验算,节点连接处理,如何保证新结构与原结构连接的整体性,楼梯间处理,构造柱的连接等,并提出了结构加层对施工技术的要求。给出一些具体的构造大样,供工程设计参考。