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煤磨系统一次热风管道泄爆面积确定方法研究
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作者 关里 潘状 +1 位作者 李秋平 李刚 《安全》 2024年第6期39-44,共6页
为降低火力发电厂煤粉制备工艺过程中潜在的粉尘爆炸风险,对一次热风管道泄爆面积定量确定方法开展研究。首先,以不同地区3个发电厂所用煤粉为例,通过实验测试得到最大爆炸压力和爆炸指数;然后,利用Ansys软件分析计算某型号中速磨机一... 为降低火力发电厂煤粉制备工艺过程中潜在的粉尘爆炸风险,对一次热风管道泄爆面积定量确定方法开展研究。首先,以不同地区3个发电厂所用煤粉为例,通过实验测试得到最大爆炸压力和爆炸指数;然后,利用Ansys软件分析计算某型号中速磨机一次热风管道的抗爆强度;最后,依据《粉尘爆炸泄压指南》标准计算得到中速磨机一次热风管道的泄爆面积。结果显示:实验得到煤粉爆炸压力和爆炸指数均先随浓度的增加而增加,达到最大值后又随浓度的增加而降低;模拟计算得到一次热风管道的抗爆强度为0.014~0.14MPa;针对3个发电厂煤粉和抗爆能力不同,一次热风道需要的泄爆面积分别为0.33~0.09m^(2)、0.38~0.1m^(2)、0.2~0.06m^(2)。以上研究成果对于煤磨系统一次热风管道的泄爆设计具有参考价值。 展开更多
关键词 煤粉制备系统 粉尘爆炸 泄爆面积 抗爆强度
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2kg TNT当量圆柱形爆炸容器结构设计与安全校核
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作者 胡葵 柴亚博 +1 位作者 罗宁 张浩浩 《工程爆破》 CSCD 北大核心 2024年第4期102-110,共9页
为满足科学试验的使用需求,设计一台2 kg TNT当量的圆柱形爆炸容器,并对其进行理论抗爆强度计算、数值模拟验证和动态试验监测。研究结果表明:2 kg TNT当量圆柱形爆破容器的结构设计合理,抗爆强度满足试验要求,最大允许工作压力具有较... 为满足科学试验的使用需求,设计一台2 kg TNT当量的圆柱形爆炸容器,并对其进行理论抗爆强度计算、数值模拟验证和动态试验监测。研究结果表明:2 kg TNT当量圆柱形爆破容器的结构设计合理,抗爆强度满足试验要求,最大允许工作压力具有较大裕度;数值模拟中爆炸容器单元峰值压应力分别位于圆柱壳体和椭圆封头中心位置,均远小于屈服强度;减振沟以外监测点的峰值振动在安全允许振速范围内;噪声强度满足设计规范要求。爆炸容器结构设计合理,可为类似爆炸容器的设计和验证提供参考。 展开更多
关键词 爆炸容器 抗爆强度 数值仿真 振动测试 噪声监测
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1 kgTNT当量爆炸容器抗爆设计计算与验证 被引量:2
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作者 李兴珠 李元 郭子如 《煤矿爆破》 2021年第2期4-8,共5页
介绍了1 kgTNT当量立式柱形爆炸容器的结构设计和理论计算,通过爆炸相似率和动力系数法等数学方式计算壳体壁厚,并校核抗爆强度,结合爆炸超压实测、爆炸振动测试和噪声测试,验证爆炸容器的各项性能。计算和试验结果表明:1 kgTNT当量立... 介绍了1 kgTNT当量立式柱形爆炸容器的结构设计和理论计算,通过爆炸相似率和动力系数法等数学方式计算壳体壁厚,并校核抗爆强度,结合爆炸超压实测、爆炸振动测试和噪声测试,验证爆炸容器的各项性能。计算和试验结果表明:1 kgTNT当量立式圆柱形爆炸容器结构设计合理,抗爆强度、抗振和降噪性能均满足国标设计要求和复杂环境下的使用要求。设计和计算方法可为同类型爆炸容器的设计提供参考。 展开更多
关键词 爆炸容器 动力系数法 抗爆强度 超压试验 振动测试 噪声试验
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超高孔密射孔器的研制及应用
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作者 朱建新 《机械管理开发》 2015年第4期3-6,36,共5页
针对稠油井射孔完井存在的问题,开展了超高孔密射孔器的研制,先后解决了弹间干扰、穿深和孔径不能兼顾、枪管抗爆强度和穿孔性能不能兼顾等难题,最终使孔密达到60-80孔/m,并使穿深和孔径满足预定要求。超高孔密射孔器在渤海湾蓬莱油田... 针对稠油井射孔完井存在的问题,开展了超高孔密射孔器的研制,先后解决了弹间干扰、穿深和孔径不能兼顾、枪管抗爆强度和穿孔性能不能兼顾等难题,最终使孔密达到60-80孔/m,并使穿深和孔径满足预定要求。超高孔密射孔器在渤海湾蓬莱油田得到了推广应用,取得较好效果。 展开更多
关键词 稠油 超高孔密 弹间干扰 抗爆强度
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Blast and tensile properties of tantalum/niobium lined SiC/SiC composite tubes for nuclear cladding 被引量:1
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作者 Chang LI Hong-lei WANG +3 位作者 Ya-ping YANG Quan-chao GU Xing-heng YAN Xin-gui ZHOU 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2022年第6期1961-1968,共8页
The mechanical performances such as tensile strength and blast property of metal lined SiC/SiC composite cladding tubes were investigated. Nb or Ta was selected as liner material, and the SiC/SiC composite layer was f... The mechanical performances such as tensile strength and blast property of metal lined SiC/SiC composite cladding tubes were investigated. Nb or Ta was selected as liner material, and the SiC/SiC composite layer was fabricated by winding and different precursor impregnation and pyrolysis(PIP) processes. The tensile strengths of different tube samples were measured at room temperature(RT) and 1200 °C, respectively. The blast property was investigated through the maximum water pressure of tubes. And the fracture microstructures were observed by SEM.The highest tensile strength at RT was 150.7 MPa. The blast strength was enhanced with the PIP process increasing from 1 to 4 cycles and the tube of 4 PIP cycles had the highest water pressure of 34.7 MPa. Compared with the metal tubes, the multi-layer structure improved tensile and blast properties significantly. The different processes such as PIP cycles and pyrolytic carbon(PyC) coating were important factors to enhance the mechanical performances of SiC/SiC-based tubes. However, the retention rate of tensile strength was only 18.5% at 1200 °C. 展开更多
关键词 SiC/SiC composite tantalum/niobium liner tensile strength blast property
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Fisher discriminant analysis model and its application for prediction of classification of rockburst in deep-buried long tunnel 被引量:10
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作者 ZHOU Jian SHI Xiu-zhi +2 位作者 DONG Lei HU Hai-yan WANG Huai-yong 《Journal of Coal Science & Engineering(China)》 2010年第2期144-149,共6页
A Fisher discriminant analysis (FDA) model for the prediction of classification of rockburst in deep-buried long tunnel was established based on the Fisher discriminant theory and the actual characteristics of the p... A Fisher discriminant analysis (FDA) model for the prediction of classification of rockburst in deep-buried long tunnel was established based on the Fisher discriminant theory and the actual characteristics of the project. First, the major factors of rockburst, such as the maximum tangential stress of the cavern wall σθ, uniaxial compressive strength σc, uniaxial tensile strength or, and the elastic energy index of rock Wet, were taken into account in the analysis. Three factors, Stress coefficient σθ/σc, rock brittleness coefficient σc/σt, and elastic energy index Wet, were defined as the criterion indices for rockburst prediction in the proposed model. After training and testing of 12 sets of measured data, the discriminant functions of FDA were solved, and the ratio of misdiscrimina- tion is zero. Moreover, the proposed model was used to predict rockbursts of Qinling tunnel along Xi'an-Ankang railway. The results show that three forecast results are identical with the actual situation. Therefore, the prediction accuracy of the FDA model is acceptable. 展开更多
关键词 deep-buried tunnel ROCKBURST CLASSIFICATION Fisher discriminant analysis model
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