双巷掘进两巷围岩变形及煤柱留设尺寸研究

通过数值计算,分析了双巷掘进时尾巷不同宽度及煤柱不同宽度时的双巷围岩变形、应力分布,得出尾巷的合理宽度及双巷掘进时煤柱尺寸的合理留设,为具有类似条件的巷道掘进提高参考。     

Effect of the composition of some sulphide minerals on cyanidation and use of lead nitrate and oxygen to alleviate their impact

An investigation was carried out on synthetic ores containing high purity pyrite, pyrrhotite and chalcopyrite and on two gold ores currently processed to evaluate the impact of cyanicides on cyanidation and to improve the leaching performance by using a pre-leaching, injecting oxygen and adding lead nitrate. With regard to the synthetic ores, it was found that pyrrhotite did not generate a high cyanide consumption while pyrite and chalcopyrite were detrimental. Pre-leaching was deleterious for the ore containing chalcopyrite while pre-leaching with lead nitrate was very efficient to decrease the reactivity of the ore containing pyrite. The two gold ores studied had very different compositions. The low sulphide ore had a low sulphide content (1.36% S), present as pyrrhotite while the second had a very high sulphide content (20.2% S), in the form of pyrite, pyrrhotite and chalcopyrite. The efficiency of the process conditions was peculiar to the ores. The high sulphide ore required a stronger, longer pre-leaching period (12 h) with greater amounts of lime (7.0 kg/t) and lead nitrate (600 g/t) than the low-sulphide ore. The ore with a low sulphide content required a pre-leaching of only 1 h with a small quantity of Pb(NO₃)₂ (50 g/t) and leaching can be performed at 360 ppm NaCN to allow a recovery of 96.4% Au and a low cyanide consumption at 0.18 kg/t. As for the high sulphide ore, cyanidation had to be conducted at 560 ppm NaCN to recover 88.4% Au with a cyanide consumption of 0.80 kg/t. An increase in the amount of lime enhanced oxidation of soluble sulphides. Lead nitrate stabilized copper and iron dissolution by forming a passivation layer at the surface of sulphide minerals. Lead nitrate also prevented the formation of a passive layer at the surface of gold.     

倾斜煤层区段煤柱变形破坏规律

煤层倾角是影响区段煤柱稳定性的关键因素之一.利用理论分析、相似模拟、数值模拟等方法研究了倾斜煤层开挖后倾向覆岩结构演化特征、煤柱变形及失稳破坏形式.研究结果表明,0~45°范围内随着煤层倾角增大,区段煤柱发生剪切失稳破坏的可能性增大;煤柱两侧覆岩结构呈现不对称分布,煤柱上侧砌体梁结构形成层位较低,煤柱下侧形成冒空区,砌体梁结构形成层位高于上侧;与水平煤层煤柱破坏以挤压变形为主不同,倾斜煤柱以沿着弱面剪切滑移破坏为主;不同倾角煤层煤柱围岩变形量呈不对称分布,煤柱下侧围岩变形量大于上侧,煤层倾角越大煤柱围岩变形量不对称分布趋势越明显.     

配钢纤维RPC永久柱模的RC框架抗震性能试验

目的为推广永久性建筑模板的工程应用,探讨钢纤维活性粉末混凝土（RPC）永久柱模对框架结构抗震性能的改善.方法通过对一榀配钢纤维RPC永久柱模的装配整体式钢筋混凝土框架在水平低周反复荷载作用下的拟静力试验,并基于该型框架结构的破坏特征、滞回耗能、变形及延性等性能,分析永久柱模对框架结构抗震性能的影响.结果试件具有显著的＂强柱弱梁＂破坏特征,滞回环面积较大,正、反向延性系数分别达4.44与6,具有较好的变形能力,极限点等效黏滞阻尼系数达0.21,耗能能力较强.永久柱模对核心混凝土有一定的紧箍作用,约束核心柱的横向变形.结论配钢纤维RPC的钢筋混凝土框架结构抗震性能良好,永久柱模的配置提高了框架的抗震能力,这种柱模具有良好的应用前景.     

Effect of Mn Dispersion on Gas Phase Ozone Decomposition at Room Temperature Using Natural Manganese Oxides

In this study, various analyses were performed to evaluate the ozone removal characteristics using natural manganese ore (NMO) at room temperature. NMO exists primarily in the form of MnO₂, and the specific forms of manganese oxide are formed as the calcination temperature increases. The activity tests, XRD, BET, and XPS analyses confirmed that the dispersion of manganese site exposed to the surface was a critical factor for ozone removal using NMO. To evaluate the actual application of NMO as a catalyst for ozone decomposition, NMO was also made as a form of monolith; as a result, the catalyst showed an excellent conversion rate (over 80%) even at space velocity 30,000 h^?1.     

汽车C柱左下护板顺序阀热流道倒推注塑模设计

根据汽车C柱左下护板的结构特点,设计了一副大型薄壁顺序阀控制的热流道注塑模具。模具采用动模成型外表面,定模成型内表面的倒推模结构,保证了成型塑件外观要求。模具采用双推杆和辅助杆斜顶侧向抽芯机构,解决了斜顶抽芯面积大、抽芯力大以及倾斜角度大的脱模难题。模具采用“直通式水管+倾斜式水管+隔片式水井”近乎随形水路的温度控制系统,水路布置均匀,模具冷却均衡充分,注射周期缩短了约15 %,成型塑件尺寸精度达到了MT3（GB/T 14486—2008）。     

巷道与上部煤柱边缘间水平距离X的选择

巷道与上部煤柱边缘之间的水平距离X,是底板岩巷和邻近煤层巷道布置的重要参数。本文根据矿山压力的研究成果,阐述了上部煤层采动状况,巷道围岩性质,巷道与上部煤层之间的垂距Z、以及巷道与上部煤柱边缘间水平距离X间的定量关系,为正确选择X值及巷道与上部煤层回采空间的相对位置关系提供了主要依据。     

正断层上盘防水煤柱合理宽度的研究

本文根据正断层的破裂特点和煤柱的渗透性变化规律,将断层面法线方向上的防水煤柱分为断层裂隙带、弹性核和屈服带三个区域,在此基础上建立了断层上盘防水煤柱宽度的计算公式。     

八庙金红石矿床原矿石工艺矿相特征讨论

从八庙金红石矿床原矿石工艺矿相特征研究着手,分析了与矿石可选性有关的工艺矿相问题,预测了可能的选矿方法和流程,得出金红石的回收率可达70％以上。     

Pillar design and coal burst experience in Utah Book Cliffs longwall operations

Longwall mining has existed in Utah for more than half a century. Much of this mining occurred at depths of cover that significantly exceed those encountered by most other US longwall operations. Deep cover causes high ground stress, which can combine with geology to create a coal burst hazard. Nearly every longwall mine operating within the Utah's Book Cliffs coalfield has been affected by coal bursts. Pillar design has been a key component in the burst control strategies employed by mines in the Book Cliffs.Historically, most longwall mines employed double-use two-entry yield pillar gates. Double-use signifies that the gate system serves first as the headgate, and then later serves as the tailgate for the adjacent panel. After the 1996 burst fatality at the Aberdeen Mine, the inter-panel barrier design was introduced.In this layout, a wide barrier pillar protects each longwall panel from the previously mined panel, and each gate system is used just once. This paper documents the deep cover longwall mining conducted with each type of pillar design, together with the associated coal burst experience. Each of the six longwall mining complexes in the Book Cliffs having a coal burst history is described on a panel-by-panel basis.The analysis shows that where the mining depth exceeded 450 m, each design has been employed for about 38000 total m of longwall panel extraction. The double-use yield pillar design has been used primarily at depths less than 600 m, however, while the inter-panel barrier design has been used mainly at depths exceeding 600 m. Despite its greater depth of use, the inter-panel barrier gate design has been associated with about one-third as much face region burst activity as the double-use yield pillar design.