电热咖啡壶过滤器注射模设计

根据塑件的结构特点,电热咖啡壶过滤器注射模选用1模2腔的结构形式,采用点浇口从塑件的中心部位进料,保证了塑件使用的质量要求。对塑件外圆上的槽位,模具采用了斜导柱和瓣合滑块的侧向分型抽芯机构,解决了制件成型后的脱模问题。模具安装在注射机上成型时,要保证这种带有不锈钢过滤网和铜质螺纹嵌件在模内的定位和固定,使塑件在成型后获得了良好的质量。     

汽车B柱开裂原因分析

某热成型板汽车B柱在整车碰撞试验后发生开裂,对其进行断口分析、微观组织检验、力学性能研究,综合分析了其开裂原因.结果 表明,该热成型板B柱由于焊接工艺问题,使用的CO2气体保护焊在焊缝不完全正火区,存在异常的贝氏体组织,且有带状组织存在,硬度远低于正常部位及技术要求,在碰撞后发生开裂.     

凡口铅锌矿深部回采顺序的研究

分析研究了凡口铅锌矿的矿床赋存条件和回采工艺 ,提出了应以 - 36 0m中段为界 ,将矿床分成上部和深部 2个区段进行回采。其回采顺序为间隔组合式 ,即上部区段采用由上而下的回采顺序 ,深部区段采用由下而上的回采顺序 ,该方式可使矿山的生产经营变得更加灵活。     

壳体压铸模具设计

针对侧面有通孔且壁厚不均匀的薄壁壳体铸件,采用斜导柱侧抽芯模具结构,浇注系统采用侧浇口进料,并开较大的溢流槽,既保障了壳体有效的填充,并保持了较高的表面质量.该模具结构紧凑,操作方便,生产效率高.     

Extraction of locked-up coal by strengthening of rib pillars with FRP——A comparative study through numerical modelling

In some of the coalfields in India, coal seams are only developed but no extraction of pillars is possible due to the presence of surface or sub-surface structures and also non-availability of stowing materials which leads to huge amounts of coal being locked-up underground. Spontaneous heating and fire, accumulation of poisonous gases, severe stability issues leading to unsafe workings and environmental hazards are the major problems associated with the developed coal pillars. So, there is a pressing need for a technology for the mining industry to extract the huge amount of coal locked-up under different constraints. In this study, the locked-up coal is proposed to be extracted by artificially strengthening the rib pillars. The detailed comparative study is carried out to know the increase of extraction percentage of locked-up coal by strengthening the rib pillars with FRP. Extraction methodology is designed and studied through numerical modelling for its stability analysis to evaluate its suitability of application in underground.     

Influence of abnormal stress under a residual bearing coal pillar on the stability of a mine entry

Mine entries close to residual bearing coal pillars(RBCPs) will suffer large deformation that may cause rock burst. To better understand the deformation mechanism and develop safe and practical guidelines for entry design, most studies focus on the absolute size of the stress field in and around the pillar. In this paper, we present a new approach to analyze the abnormal stress field close to a RBCP that uses the stress concentration coefficient(SCC), stress gradient(SG), and coefficient of lateral pressure(CLP) to describe the stress state induced by the RBCP. Based on elastic theory and a mathematical model for the abutment stress in the RBCP, an analytical solution for the abnormal stress in the strata below the RBCP was derived and the characteristics of the abnormal stress for a case study of a coal mine in China were analyzed. The results show that the abnormal stress field around the pillar is characterized by four distinct zones: a zone of high SCC, high SG, and CLP less than 1, a zone of high SCC, low SG, and CLP less than 1, a zone of low SCC, SG close to 0, and CLP greater than 1, and a zone of SCC close to 1, SC close to 0, and CLP close to 1. Based on this zoning pattern, a numerical model was established to study the combined effects of the abnormal stress on the stability of the entry. The most stable zone was determined based on a model of the Xinrui coal mine and verified by field measurements at the mine. Our conclusions can be used as guidelines for designing safe entry layouts in similar geological and mining settings.     

Construction of reasonable pillar group for undersea mining in metal mine

In order to achieve the safe mining in Sanshandao Gold Mine, five schemes of secure pillar group are designed. Using the method of the renormalization group, the failure mechanism of the pillar group is explored, and the safety factor of the pillar system is also obtained. The displacement characteristics, stress–strain laws, distribution of plastic zone and damage range of different pillar group are analyzed using numerical calculation software FLAC^3D. To determine a reasonable pillar group scheme, the pillar stability and roof deformation are utilized to evaluate the safety of the pillar group. In addition, the theory of fuzzy comprehensive evaluation is adopted to verify the optimal scheme. The pillar group with the lowest roof deformation value is chosen as the optimal plan, which renders a factor of safety of 2.06 for the pillar group. According to this scheme, pillars with the width of 10 m are set along the strike of undersea deposit with the interval of 50 m. Rib pillars of 15 m in width are set at the location of the exploration line of 127, 151 and 167. The analysis can be used to provide guidance for optimal design of pillar structures in undersea mining.     

金川龙首矿中深孔破坏规律及护孔措施

金川龙首矿西二采区拟采用无底柱分段崩落法代替胶结充填法开采低品位矿石,从而寻求降低采矿成本的新途径.该矿地质条件复杂,中深孔能否成孔以及是否具有较好的保持率,是无底柱分段崩落法能否顺利实施的关键.采用不连续变形分析方法对西二采区地质条件下的中深孔破坏形式及规律进行了分析,得出中深孔最易发生破坏的部位主要集中在巷道周边破...     

板裂状围岩下薄矿脉开采稳定性相似模拟试验研究

赣南某钨矿矿体上下盘岩体多为板岩,结构面发育且岩体破碎,在留矿法放矿过程中,上盘岩体暴露后在次生应力的影响下极易发生板裂状滑落或溃曲破坏,使得采幅难以控制。针对此问题,提出了普通留矿法、静态留矿法、散体人工矿柱+锚固留矿法3种回采方法。通过分析上下盘板裂状围岩随开采过程的位移变形情况,最终选择散体人工矿柱+锚固留矿法作为试验采场回采方法。基于正交试验原理,进行了相似材料配比试验,最终确定的材料配比为ω(沙)∶ω(石膏)∶ω(水)=5.0∶1.0∶1.2。相似模拟试验结果表明:采高较小时,锚杆支护对控制围岩的稳定是有效的,然而随着采高的增大,采场出现应力集中,锚杆逐渐失去了作用,因此仅对围岩进行锚固支护并不足以改善地压环境;散体人工矿柱+锚固留矿法利用人工矿柱减小了回采跨度,提高了整个采场的稳定性。对比模拟结果可知,其上下盘及顶板的位移量远小于其他2种回采方法。     

地下工程中逆作法的现状及发展趋势

本文根据国内外地下工程中逆作法施工的现状，分析研究了逆作法施工的优缺点，推荐并介绍了几种提高过作法施工质量的关键技术，总结并提出了逆作法发展的趋势。