Experimental study on the effect of fly ash content in cemented paste backfill on its anti-sulfate erosion

ABSTRACT

In order to study the effect of fly ash content in cemented paste backfill (CPB) on its anti-sulfate erosion, the apparent phenomenon, strength development, and hydration products change the law of CPB with different fly ash content under long-term soaking of 5% sodium sulfate solution were studied by the macrotest and microanalysis, in addition, the mechanism of CPB anti-sulfate attack was analyzed by combining with a scanning electron microscope (SEM). The results indicated that the effect of sulfate environment on the strength of fly ash cemented paste backfill (FCPB) was mainly determined by the hydration products in the FCPB at different soaking times. In the early soaking stage, the formation of ettringite (AFt) in FCPB could improve its compactness, which was conducive to improving the strength of FCPB. In the late soaking stage, there were ettringite-type erosion damage and gypsum erosion-type damage internal of the FCPB with low content fly ash, resulting in microfracture, cracking of the FCPB, and reducing the strength. CPB with an appropriate content of fly ash could improve the internal structure of the FCPB to achieve the purpose of anti-sulfate erosion.     

基于SDSL传输技术的煤矿多媒体救灾系统研究

介绍一种新型的SDSL(对称性数字用户环路)数据传输技术,该技术采用对称数字用户线点对点宽带传输数字信号,在利用一对电话线进行双向对称数字信号传输时,最大传输速率可达到1.5Mb/s。应用SDSL传输技术研制出煤矿多媒体救灾系统,详细阐述煤矿多媒体救灾系统的构成、功能及特点等,该系统能够实现井下灾区多媒体信息的实时传输,解决在矿山救灾的特殊环境条件下实现灾区图像\语音实时传输到井下救援基地、地面指挥中心及国家矿山救援指挥中心的难题。     

圆柱体相似试件的拉裂破坏模型研究

首先简单介绍了单轴压缩试验的具体情况。对于拉裂破坏模式,提出了相应的力学计算模型,并建立了抗压强度和抗拉强度的关系式。对于由拉裂面的存在而导致试件最终破坏的计算模型,提出了4种相应的假设。其中,对4种特征的拉裂面建立了抗压强度和抗拉强度的关系式。     

矿用聚氨酯注浆材料阻燃及加固性能研究

为获得压缩强度和阻燃性能兼顾的聚氨酯注浆材料,通过L9(34)正交试验,研究Mg(OH)2含量、甲基膦酸二甲酯(DMMP)含量、异氰酸酯指数、辛酸亚锡含量对聚氨酯注浆材料的阻燃性能及压缩性能的影响。获得这种聚氨酯注浆材料的最佳制备条件。对比分析最佳制备条件试样及不加阻燃剂试样的热稳定性。结果表明:DMMP含量和Mg(OH)2含量对平均燃烧时间影响显著;Mg(OH)2还有补强加固作用,对压缩强度影响最为显著,其次为异氰酸酯指数。在Mg(OH)2,DMMP,辛酸亚锡质量分数分别为16%,24%和0.4%,异氰酸酯指数为1.10时,聚氨酯注浆材料兼顾阻燃性能和压缩性能,平均燃烧时间为13.9 s,压缩强度为19 MPa,其热稳定性明显优于不添加阻燃剂样品。     

Theoretical pressure prediction of confined hydrogen explosion considering flame instabilities

In order to ensure the safe utilization of hydrogen energy, the explosion pressure behavior is extremely important to design chemical equipment and evaluate explosion accident consequence. This paper is aimed at establishing a theoretical method of predicting explosion pressure behavior in the confined chamber by considering flame instabilities. The tendency of flame wrinkling factor in the pressure-buildup stage is firstly evaluated using large eddy simulation and the compensation theory. The limiting value of flame wrinkling factor during entire explosion process is calculated using the fractal theory. Finally, the dynamic model of flame wrinkling factor is implemented into the smooth flame model. The results demonstrated that the flame wrinkling factor in the pressure-buildup stage almost increases linearly with time. The limiting value of flame wrinkling factor is 2.4649. The explosion pressure will be underestimated using the smooth flame model, and the calculated explosion pressure in the isothermal condition is smaller than that in the adiabatic condition. When the fully turbulent flame is considered, the explosion pressure will be overpredicted significantly. By changing the confined chamber size, the explosion pressure could be reproduced relatively satisfactorily when the flame wrinkling factor is assumed to increase exponentially. The explosion pressure prediction must consider the effect of adiabatic compression and flame instabilities on burning rate.     

生活垃圾压缩装备无人值守控制系统设计

针对当前生活垃圾压缩装备作业效率低下的问题,设计与开发了基于智慧环卫理念和GSM短信平台的生活垃圾压缩装备的无人值守电气控制系统,讨论了该系统的硬件选型、软件设计和功能测试。其主要运用远程数据终端和GSM短信平台实现生活垃圾压缩装备无人值守功能,可达到提高垃圾转运效率、减少作业人员数目的目的,具有较好的应用前景。     

城市生活垃圾集运设备研究

对城市生活垃圾的集运方式进行了研究与分析。介绍了所研究开发的链条型地平式垃圾中转站和采用楔型压头结构的压缩式垃圾中转站的关键技术     

植筋搭接混凝土柱偏心受压性能试验研究

对钢筋混凝土植筋搭接柱在静载作用下的偏心受压破坏进行了探索性的研究。通过试验,得到了试验柱的承载力与锚固长度、跨中弯矩与挠度、荷载与位于搭接段跨中截面受压区混凝土应变等关系曲线。试验结果认为,钢筋混凝土搭接柱在混凝土未被压坏的前提下,发生的钢筋锚固失效主要是锚固强度失效,并确认了植筋试件的薄弱面。另外,试件破坏时的粘结应力随锚固长度的增加逐渐减小。而对FISV360S植筋胶来说,锚固长度的增加能明显地提高试验梁的极限承载力。最后分别提出了临界锚固长度计算公式和试验柱极限承载力计算公式。     

钢筋混凝土箱型高墩双向拟静力试验研究

随着高墩大跨桥梁的广泛应用,其抗震问题也越来越突出。本文主要考虑轴压比、长细比的影响,进行了6个钢筋混凝土薄壁箱型高墩缩尺模型的双向拟静力试验,以及反复荷载作用下的非线性分析。研究表明:①钢筋混凝土薄壁箱型高墩柱在多维荷载共同作用下,主要发生典型的弯曲破坏,但剪切作用也不容忽视;②墩柱的破坏受到不同方向耦合作用的显著影响,尤其是抗弯刚度小的一侧受到的影响更大,较早就出现开裂,提前进入塑性发展阶段;③非线性有限元计算的滞回曲线、骨架曲线等与试验结果基本吻合;④建立了考虑轴压比、长细比影响的钢筋混凝土薄壁箱型高墩的双向荷载—位移恢复力模型,该模型基本能够反映钢筋混凝土薄壁箱型高墩的抗震性能,可供钢筋混凝土箱型高墩柱及高墩桥梁结构的抗震设计和动力计算参考。     

加气站压缩机间气体爆炸数值模拟研究

加气站压缩机间安全设计时,需要评估内部气体爆炸危害,确定爆炸能量和影响因素。采用CFD技术,建立加气站压缩机间三维模型,模拟不同点火源位置、泄压板不同泄压压力和重量下,压缩机间气体爆炸时的爆炸压力及火焰传播行为。结果表明点火源位置以及泄压参数是影响加气站压缩机间气体爆炸的重要因素;点火源位置距离压缩机间放空位置越近,爆炸压力越小;对于泄压参数,爆炸压力与泄压板开启压力和重量之间均为正比关系。为减缓压缩机间内的气体爆炸危害,需要合理布置点火源位置,选择容重轻、泄压压力小的泄压材料,并同时需要考虑爆炸导致的物体破碎危害以及火焰次生灾害。