Experimental Research on High-strength Inorganic Anchoring Material

A new type of inorganic anchoring material is developed as a substitution for anchoring adhesive to overcome some imperfections in the process of planting reinforcing steel bar.The mix proportion of the anchoring material is determined by experiments.The compressive strength,adhesive force to concrete,volume stability and anchoring force with steel bar are studied.The early strength of the anchoring inorganic material is quite high: for 1d up to 38.5MPa and 3d up to 60MPa.It is a good adhesive to concrete and the adhesive strength of 28d is about 2MPa.The anchoring material will have tiny volume expansion with the age,which is beneficial to enhancing the anchoring force.The essential component of the inorganic anchoring material is cement-based material,so some defects of the organic macromolecular material can be avoided,such as poor stability and requirement for vigorous construction conditions.Its characteristics in early strength,adhesive force to concrete and volume expansion can satisfy the requirement of the construction to the planting reinforcing steel bar and the loading force,thus it can be used as a substituting material for anchoring adhesive.     

贴边钢岔管与围岩联合承载有限元分析

以某水利水电枢纽工程为例，分别对明岔管和有初始缝隙的埋藏式钢岔管两种结构方案，进行了三维有限元计算分析，讨论了围岩性能及初始缝隙值对钢岔管应力和围岩承载比的影响，并与明岔管计算结果相比较，得出了一些有意义的结论。     

THE STUDY OF DELAMINATION IN THE STRUCTURAL STEELS

The influence of temperature and stress state on delamination in the pipe-line steel has been studied by tensile tests at different temperature and stress states. It is found that the' delamination always takes place along the centerline segregation band in pipe-line steel produced by continuous casting and then controlled rolling. At room temperature, the delamination appears to be caused by micrbvoid nucleation and coalecence. And the delamination appears to be caused by the cleavage cracking along (100) plane at low temperatur.e. The best way to eliminate the delamination is to reduce the degree of centerline segregation.     

THE STUDY OF STRAIN FATIGUE CRACK PROPAGATION BEHAVOURS OF VANADIUM BEARING HSLA STEEL

In this paper, the strain fatigue: crack propagation rates of vanadium bearing HSLA steel with different micro-structures are measured under constant load conditions, and the relationship between the crack propagation rate and the microstructures of steel is also studied.     

闸门的优化设计

用平面体系的方法进行结构分析，对排灌机械中平面钢闸门的面板－梁格体系的优化设计进行了探讨，用边界搜索法将有约束优化问题转换为无约束优化问题，给出了优化设计程序框图进行实例理论验证，结果表明，彩本文介绍的优化方法设计，闸门的叶体积可减小２０％左右。     

Si3N4陶瓷/GCr15钢摩擦副复配添加剂协同效应

对Si3N4陶瓷/GCr15钢副在油性剂T406与极压抗磨剂P120复配作用下的摩擦磨损性质进行了对比试验研究.采用SSX-550型扫描电子显微镜观察试件的磨损表面形貌,并用能量散射谱仪进行了磨损表面的化学元素分析.结果表明,T406与P120复配对该摩擦副有较明显的减磨抗磨协同作用,最佳复配比例为1.0%T406＋2.0%P120.能谱分析结果表明,T406与P120复配时,产生的协同作用主要是在GCr15钢摩擦表面形成的化学反应膜,Si3N4陶瓷/GCr15钢副的磨损形式主要为磨料磨损和化学腐蚀磨损.     

数字图像处理技术在棒材计数中的应用

利用数码相机获取棒材端面的图像,通过对图像格式转化、灰度化处理得到灰度图像,再进行平滑处理抑制噪声、锐化处理突出目标、选择合适的闻值转换为二值图像,然后进行形态学腐蚀操作去掉棒材之间的粘连,最终得到分割效果较好的图像,为后续棒材的计数奠定了基础。     

退火对304不锈钢拉伸坯料力学性能的影响

研究了不同退火处理工艺对304不锈钢板材拉伸坯料的硬度、抗拉强度和延伸率等力学性能的影响，为拉伸坯料获得较高的可加工性能提供了参考数据。     

钢管混凝土拱桥的施工监控技术

钢管混凝土是由混凝土填入薄壁钢管而形成的一种组合材料。在桥梁结构上,钢管混凝土主要应用于拱桥。目前,大跨度钢管混凝土拱桥主要采用缆索吊装-斜拉扣定施工新技术,拱桥的线形通过实测每节钢管拱的标高及拱轴线位置,并借助扣索实施动态调整来保证。为此,介绍了钢管混凝土拱桥施工过程的监控技术,从而指导施工,以确保拱桥建成后满足设计要求。     

吉林省日光温室钢骨架的受力性能研究

针对目前吉林省内稍大跨度的日光温室产品抗风雪能力弱的现状,阐述了7.5~9m跨度钢骨架的几何设计参数、形状参数及选材方法。通过对比分析管材和钢筋的耗钢量、抗弯刚度及抗腐蚀性等特征,确定管材替代钢筋投入日光温室使用能有效提高其经济效益。同时,利用同济大学3D 3 S软件,以8m跨度钢骨架为例,分析了给定结构形式的受力性能及选材截面尺寸,为新建者提供参考。