GRINDING RESIDUAL STRESS OF CEMENTED CARBIDE

Grinding residual stress in the surface layer of WC-6 Wt—％Co hard alloy was measured by means of X-ray diffraction. The effects of various grinding parameters and treatment processes on the stress were studied. By means of electrolytic etching, the stress distribution along the depths beneath the surface was measured. The relationship between the stress and the service life of the alloy is discussed.     

消除磨齿裂纹的工艺措施

介绍了磨齿裂纹的产生机理，给出了防止磨齿裂纹产生的工艺措施，收到了良好的效果。     

Effect of binder-phase modification and Cr3C2 addition on properties of WC-IOC0 cemented carbide

For production of fine-grained and corrosion-resistant tungsten carbide (WC) based cemented carbides, addition of chromium carbide (Cr₃3C₂) in small amounts is standard practice. No systematic study, however, has been made of the effects of large additions (maximum 6 wt % ) of Cr₃C₂ as a substitute for tungsten carbide. This study focuses on the effect of hard-phase substitution by C₃C₂ in WC-1OCo cemented carbide. An attempt is also made to modify the binder metal cobalt by partial or complete substitution of nickel. Specimens were prepared using the standard liquid-phase sintering process and were tested for sintered porosity, mechanical properties, corrosion resistance, and microstructural parameters. Results confirm the findings of earlier workers regarding grain refinement and improvement of mechanical properties upon the addition of small amounts (<2 wt%) of Cr₃C₂. Modification of the binder phase improves indentation fracture toughness and corrosion resistance. Addition of Cr₃C₂ independent of the binder type improves corrosion resistance.     

全球铝轧制工业概览系列综述之九——日本神户钢铁公司真冈铝板带轧制厂

对日本神户钢铁公司枥木县真冈轧制厂的方方面面作了较全面的介绍，并对神户钢铁公司与美国铝业公司的合资企业－－神钢－美铝铝业有限公司作了附带的描述。这两家企业都是从上世纪70年代以来新建的高起点、高水平、高标准、高质量的世界级的铝板带轧制厂，前者的建设时间历20余年，是一步一步壮大的，原来（1＋3）式热连轧生产线，后改为（1＋4）式的，还有进一步改为（1＋5）式的余地。这是一个综合性强的铝板带加工厂，除生产罐料处，还可生产各种热处理可强化的硬合金板带材。该厂可作为中国今后建设全新的大型现代化铝板带轧制工程的模式。     

Friction welding of TiAI intermetallics and structural steel by applying Inconel 718 as interlayer

Inconel 718 with thickness ranged from 0. 1 - 1.7 mm was chosen as interlayer to promote weldability in friction welding of TiAl intermetallics and structural steel such as AIS14140, in which the welded joint presents single fin showing less welding deformation on TiAl side. The correlations between tensile strength and the interlayer thickness were analyzed and fitted to a model. It indicates an optimum interlayer thickness ranged from 0.9 - 1.1 mm where the tensile strength reaches as high as 360 MPa. Otherwise, while the interlayer thickness decreases to 0. 1 mm, brittle compounds of TiC, Al2Ti4C2 and MTC3 are formed in the welded zone so that the tensile strength decays. Thicker interlayer should be also avoided as double joints may occur at TiAl -lnconel 718 and lnconel 718 -AISI 4140, respectively, which lowers the tensile strength to some extent.     

激光熔覆Stellite硬面合金扫描速度对相组织和耐磨性的影响

本文报导应用横流式连续CO_2激光器,采用不同激光扫描速度,对熔覆Stellite 12钴基硬面合金的合金层的相组成、微观组织结构对耐磨性和显微硬度影响的研究结果。表明:(1)激光熔覆合金层是由过饱和的γ(Co,Cr)基体相和复杂的六方M_7C_3碳化物相所组成(2)在其他参数不变的情况下,随激光扫描速度的提高,γ(Co,Cr)基体相过饱和度增大,而析出的碳化物含量减少,因而合金层的硬度升高,耐磨性有所下降;而降低激光的扫描速度,碳化物M_7C_3析出增加,有利于提高合金层的耐磨性、因此碳化物M_7C_3析出量是提高耐磨性的主要因素,而增加基体相γ(Co,Cr)的过饱和度则是硬度提高的主要因素     

接触反应钎焊中间层材料的选择原则--接触反应共晶液相产生的方向性

以Al/Cu ,Al/Si接触反应偶为例 ,研究了不同基体与反应材料组合下 ,共晶液相的产生及其铺展行为。结果表明 :Al/Cu ,Al/Si接触反应偶中共晶液相的产生具有明显的方向性—优先在Al侧产生 ,这是扩散偶之间的互扩散系数不等所造成的必然结果。而在接触反应钎焊的中间层材料选择过程中 ,考虑接触反应液相产生的方向性是发挥接触反应钎焊优越性的保障     

稀土添加剂在镀硬铬中的应用

介绍了标准镀铬液中加入稀土添加剂进行低铬酸镀硬铬工艺及应用生产情况,以及取得的经济效益。     

钛硅铝碳层间固溶体陶瓷的超结构现象

研究了钛硅铝碳（ Ti3Siy-xAlxCz）层间固溶体陶瓷材料的超结构现象。结果发现，用热压Ti、Si、Al和C（石墨）混合粉末原位反应合成的Ti3Si0．9Al0.3C1.93和Ti3Si0.8Al0.4C1.93层间固溶体块体样品的X射线衍射（XRD）谱中[00L]晶面的衍射峰极其微弱，只有[008]面有一个小的衍射峰，[002]、[004]和[006]面几乎没有衍射峰存在，而该块体样品的粉末的X射线衍射谱中所有[00L]晶面的衍射峰均存在。这种超结构现象表明，用热压原位反应合成的Ti3Si0．9Al0．3C1.93和Ti3Si0.8Al0.4C1.93实为层间无序固溶体。由于内应力的释放，取自该块体样品的粉末发生了从无序到有序的转变，所以粉末的X射线衍射谱中显现出强的[00L]面衍射峰。这种超结构相可能对Ti3Si0.9Al0.3C1.93和Ti3Si0．8Al0．4C1.93块体的性能产生重要影响。     

关山特长隧道高地应力下硬岩大变形规律研究

高地应力下隧道的围岩变形是岩体力学的关键问题之一,甘肃关山隧道埋深较大,在穿越高地应力区域时极易出现围岩失稳、塌方及支护结构大变形等现象。选取隧道典型试验段,通过数值计算及数据监测,对其大变形规律和防控技术进行了研究,进而得到了隧道围岩的变形和应力分布规律。根据分析结果,建议隧道衬砌施工时采用柔性支护的理念进行设计,优化边墙曲率,加大预留变形量,采取径向注浆加固及降低扰动。实践表明,一系列防控措施有效控制了围岩变形,降低了隧道施工风险,可为以后类似工程的设计和施工提供实践借鉴。