轮胎内衬层胶片卷取装置控制系统的研究

为实现轮胎内衬层胶片的恒张力卷取 ,采用扭矩控制 ,在卷取转速调节过程中加入半径调节的影响 ,通过变频调速使卷取转速同步跟踪牵引转速。在此基础上构成由计算机、PLC及变频器等组成的硬件系统 ,并应用恒张力控制原理分析了卷取张力不恒定的原因 ,提出了改进措施     

耐磨陶瓷衬板在圆筒混合机中的应用

介绍了涟钢烧结厂为提高设备作业率和圆筒混合机的混匀效率，对圆筒混合机衬板材质和结构进行的改造。采用耐磨陶瓷衬板后，圆筒混合机不粘料，不仅减轻了筒体负荷，提高了设备作业率，而且增大了圆筒有效直径，提高了混匀制粒效果。     

起重机拼板不清根高效焊接及接头性能分析

为了解决拼板在焊接过程中的碳弧气刨清根、板材翻身导致焊接工序复杂、生产效率低下以及无法实行自动化焊接等问题,提出一种采用埋弧焊单面焊加陶瓷衬垫方法,板单元正面进行埋弧焊接,试板背面与陶瓷衬垫紧密贴合,从而实现拼板对接单面焊双面成形.研究结果表明,该埋弧焊接工艺满足100%RT和100%UT探伤,-20℃条件下冲击吸收功高于27 J,其力学性能结果符合标准要求.与传统工艺相比,该焊接工艺在保证其焊接质量的同时可简化生产工序,提高生产效率,降低生产成本,减少环境污染,实现绿色生产.     

Lifing issues in hot gas path components of heavy-duty gas turbines

Abstract

Gas turbine hot-gas-path components, which include combustion liners, transition pieces, turbine nozzles and turbine buckets, are exposed to hot gases discharged from combustion systems and suffer from severe materials degradation and damage even in the early stage of operation. The severity of the damage and degradation increases with increasing inlet temperature and size of the gas turbines, which also increase the maintenance cost. ‘Lifing’ of components is, therefore, becoming a very critical issue. This paper describes several kinds of component damage and material degradation occurring in the 1,100°C- and 1,300°C-class heavy-duty gas turbines and then shows how we revised those component lives from the original design ones. Analytical-based assessment methods associated with condition-based assessment ones, some examples of assessment results, and component life extension technologies are also described.     

尾管悬挂器超高压封隔技术研究与实践

针对高压油气井常规尾管固井重叠段固井质量差的问题,研制了新型超高压封隔式尾管悬挂器。该悬挂器同时具有悬挂、封隔2种功能,能够有效地密封重叠段,防止油、气、水窜的发生。根据金属膨胀原理,设计了由金属和橡胶共同组成的密封组件,采用有限元方法分析了密封组件膨胀过程中的应力情况,在此基础上优化了结构设计,试制了样机,并进行了样机性能试验和现场试验。试验结果表明,该超高压尾管封隔悬挂器坐挂、坐封可靠,操作简便,且允许大排量循环,防止了常规结构存在的提前坐封现象,有效地解决了尾管固井过程中重叠段封固质量差的难题,具有极高的推广应用价值。     

Fully transient analytical solution for degradable organic contaminant transport through GMB/GCL/AL composite liners

In this study, analytical solution for degradable organic contaminant transport through a composite liner consisting of a geomembrane (GMB) layer, a geosynthetic clay liner (GCL) and an attenuation layer (AL) is derived by the separation of variables method. The transient contaminant transport in the whole composite liner can be well described avoiding some weird phenomena in existing analytical solutions. The results of parametric study show that GCL has significant effect on improving the barrier efficiency especially for scenarios with high leachate head. The biodegradation and adsorption in GCL have significant influence on the contaminant transport through the composite liner when the half-life of contaminant in GCL is less than 5 years. Otherwise, the effect can be neglected.     

高炉煤粉球磨机大修

介绍了球磨机大修施工过程、经验和安装工艺技术要求，工程确保了施工安全，有效地恢复了球磨机的精度要求和功能。     

硬岩中的可重复使用抗爆洞室结构设计技术

在原岩中直接进行化爆模拟试验是研究地震耦合效应的重要方法,但存在爆心附近原岩介质状态改变或地震传播路径变化的问题,从而导致地震信号质量差、工程代价高。为此,提出了在地下洞室中构建可重复使用钢纤维混凝土衬砌结构的抗爆设计思路。采用数值模拟方法,对结构损伤破坏的高风险区域及破坏形式进行了预测;根据数值模拟结果,制定了针对性结构设计方案。在设计建设的密闭设施内重复开展了数百公斤级TNT当量化爆试验,通过爆后壁面破损情况对比、钻孔取样与钻孔摄像观测,证实多次爆炸未对衬砌与原岩界面产生明显影响;相似事件在同一台站的地震信号表现出了较高稳定性和重复性,证明该抗爆结构达到了预期设计目标。该工作可为类似抗爆设施建设提供工程实例与技术参考。     

Numerical study of strain development in high-density polyethylene geomembrane liner system in landfills using a new constitutive model for municipal solid waste

Tensile strain development in high-density polyethylene (HDPE) geomembrane (GMB) liner systems in landfills was numerically investigated. A new constitutive model for municipal solid waste (MSW) that incorporates both mechanical creep and biodegradation was employed in the analyses. The MSW constitutive model is a Cam-Clay type of plasticity model and was implemented in the finite difference computer program FLAC?. The influence of the friction angle of the liner system interfaces, the biodegradation of MSW, and the MSW filling rate on tensile strains were investigated. Several design alternatives to reduce the maximum tensile strain under both short- and long-term waste settlement were evaluated. Results of the analyses indicate that landfill geometry, interface friction angles, and short- and long-term waste settlement are key factors in the development of tensile strains. The results show that long-term waste settlement can induce additional tensile strains after waste placement is complete. Using a HDPE GMB with a friction angle on its upper interface that is lower than the friction angle on the underlying interface, increasing the number of benches, and reducing the slope inclination are shown to mitigate the maximum tensile strain caused by waste placement and waste settlement.     

耦合效应下压力型锚索锚固机理的近似理论分析

为了更加精确地研究压力型锚索的锚固机理,基于锚索预应力与岩土体蠕变的耦合效应推导了锚索预应力方程。在此基础上根据Mindlin问题解,推导了耦合效应作用下锚索砂浆体的压应力和剪应力近似解,并考虑锚索预应力与岩土体蠕变之间的耦合效应进行了案例分析。研究结果表明:锚索预应力和砂浆体受到的应力峰值均按反幂函数随时间逐渐衰减并稳定;承压板的长宽比与压应力峰值之间存在正相关关系,与剪应力峰值之间存在负相关关系;岩土体的泊松比与应力峰值之间存在正相关关系。该成果丰富了压力型锚索锚固机理的理论研究,可为边坡锚固设计提供一定的理论依据。