低熔点合金填充聚合物材料断口形貌研究

研究了合金元素、加工温度、金属含量、第三组分对低熔点金属填充聚合物材料断口形貌的影响。实验结果表明:不同的合金对体系的影响很大,低分子量、低结晶性聚合物,高的成型加工温度可提高材料的相容性。     

热管省煤器在120 kt/a硫磺制酸系统中的应用

介绍120kt／a硫磺制酸装置转化工段两台热管省煤器的结构特点和应用情况。转化器第三段出口冷换热器后的省煤器为水箱式热管省煤器，锅炉给水在水箱内与热管内工质换热；五段出口省煤器为夹套式热管省煤器，锅炉给水在套管与热管的间隙内被工质加热：两台热管省煤器的蒸发段与放热段之间均由管板隔离，以防止烟气对水侧管壁面的腐蚀，热管省煤器具有运行费用低、操作安全稳定等优点。通过严格控制锅炉给水质量和正确的开停车操作，近两年来热管省煤器运行良好，未发生泄漏故障：     

特殊条件下的一段炉升降温方法

中原化肥厂合成氨装置由于修复过渡段保温材料，在过渡段降温及一段炉升温方法上采取了特殊措施，特别是一段炉升温采取了先点火的升温方法。     

靖边气田盒8段钻井液封堵性能提高方法研究

高桥地区靖边气田石盒子组盒8段砂岩储层井径扩大严重,引起测井信息失真、地质储量评价不准确等一系列问题.通过优化CaCO3酸溶性封堵剂的复配比例和添加成膜剂及润湿反转剂降低砂岩自吸两种途径提高钻井液的封堵性能,从而实现井壁稳定.改进后钻井液对盒8段的封堵率提高至95.6%,砂岩自吸量降低85%.     

水工隧洞支护特性研究

以某水工隧洞为工程背景,采用D-P屈服准则,考虑了水应力的影响范围,利用ANSYS软件进行了水工隧洞三维弹塑性有限元计算分析.分别研究了衬砌支护材料的选择对隧洞稳定性的影响、开挖过程和应力旋转对支护时机选择的影响.计算结果表明:随着衬砌支护材料弹性模量的提高,隧洞顶部和底部分别有上弹和下沉的趋势,隧洞的稳定性有所提高;隧洞的开挖步骤和应力旋转对衬砌支护施做时机的选择有重要影响.     

Crack elongation and its width of large depth reinforced concrete beams

In order to meet the requirement of structural inspection,the crack spacing and crack width at various heights in the tensile zone of six large depth reinforced concrete beams were measured under several loading levels of serviceability state.The effects of the depth of normal section beams on the crack spacing and crack width were analyzed,and the modified model is proposed for calculating the average crack spacing by thinking about the depth of normal section,the reinforcement arrangement and the effective reinforcement ratio.The relationships of crack widths at any position in the tensile zone and at the reinforcement level on the side surface of beam were studied.By theoretical and statistical analysis,a method is proposed to calculate the ratios of crack widths between any position and the reinforcement level on the side surface of large depth reinforced concrete beams.     

深基坑工程安全评价的尖点突变模型

为评价深基坑工程失稳的突变特征,采用突变理论建立了深基坑工程尖点突变安全评价模型.根据工程安全监控理论,引入突变理论,以基坑水平变形为例,考虑深基坑土体的流变特性,建立了基于时效影响因子的深基坑工程尖点突变安全评价模型.实例分析表明,尖点突变安全评价模型克服了采用常规设置监控值评价时参数选择困难,并能反映基坑失稳突变性的特点,可以量化评价基坑安全程度,正确评价安全状态,具有适应性强、精度高的优点.     

两郧断裂带十漫高速公路隧道围岩稳定性研究

应用非线性有限元法和施工过程力学的基本原理,研究十漫公路隧道的开挖、支护的原理,根据两陨断裂带的岩体特征,采用分步加载和荷载释放的原理,对隧道的整体稳定性以及围岩和支护结构的受力特征进行了详细分析.由数值模拟结果可知:隧道环向处产生应力集中,且初次衬砌和二次支护结构应力较大;局部断裂破碎带对二道垭隧道的影响较大.因此需要在施工中采用合理的开挖支护方法,确保隧道的施工期及正常运营期的稳定性.     

矩形截面深梁的一个新理论及其应用

综合考虑梁截面转动、相邻截面剪切变形和横向压力等影响推导出弯曲矩形截面深梁的新理论。作为算例,应用虚拟功的互等法具体求解了在均布载荷作用下两端简支深梁的弯曲问题,给出了这种情况的数值计算结果,与ANSYS有限元结果进行了对照,验证了该新理论的正确性。     

Comprehensive assessment on dynamic roof instability under fractured rock mass conditions in the excavation disturbed zone

The damage process of fractured rock mass showed that the fracture in rocks induced roof collapse in Yangchangwan Coal Mine,China.The rock mass was particularly weak and fractured.There occurred 6 large-scale dynamical roof falls in the excavation disturbed zone (EDZ) with the collapsing volume of 216 m3.First,the field detailed geological environment,regional seismic dy-namics,and dynamic instability of roadways were generally investigated.Second,the field multiple-index monitoring measurements for detecting the deep delamination of the roof,convergence deformation,bolt-cable load,acoustic emission (AE) characteristic pa-rameters,total AE events,AE energy-releasing rate,rock mass fracture,and damage were arranged.Finally,according to the time-space-strength relations,a quantitative assessment of the influence of rock-mass damage on the dynamic roof instability was accomplished.