再生混凝土整浇砌筑墙体抗震性能的研究     

刘汉清  高林  陈海彬 《世界地震工程》2014,(3)

针对村镇地区低层砖混结构建筑抗震能力普遍不足的现状,采用整浇砌筑墙体代替单一砌筑墙体的方式,将砌筑墙体与现浇墙体结合,使现浇墙体与圈梁、构造柱形成复合框架体系,较大程度地提高墙体的整体性,从而改善墙体的抗震性能。同时,结合"绿色建筑"的理念,充分利用旧有建筑拆解的废弃黏土砖,制备具有良好工作性能的再生粗骨料混凝土,用于现浇墙体的浇筑,从而降低建筑物的建造成本,缓解村镇地区因建筑废弃物遗弃而产生的环境污染。试验表明:再生混凝土整浇砌筑墙体的抗震性能明显优于单一砌筑墙体,且随再生混凝土整浇墙体所占比例的增大抗震性能提高,试验提出且修正了再生混凝土整浇砌筑墙体的抗剪承载力计算公式,供进一步的研究参考。  相似文献   

海水改良LO-CAT法脱除H₂S的再生系统实验研究     

方光静  李春虎  王群  郭姗姗  邢宁宁  冯丽娟  王亮 《中国海洋大学学报(自然科学版)》2013,(9):75-79

在"催化氧化脱硫"与"再生"分开的新型LO-CAT脱硫装置中,以海水为吸收介质,络合铁为载体,针对H2S质量浓度为10g/m3的模拟气进行了海上钻井平台石油伴生气脱除H2S的再生系统实验研究。主要考察了再生系统中碱性液体流速、空气过剩因子(ε)和再生温度等参数对脱硫效果的影响,并对反应产生的固体产物进行了SEM和XRD表征。实验结果分析得出,脱除H2S的最佳再生条件为:液体流速v=8.77mL/min,空气过剩因子ε=90,再生温度T2=45℃。表征得出,产生的固体物质为硫磺,可能含有少量Fex Sy杂质。  相似文献   

带竖向构造钢筋再生混凝土砖结构振动台试验研究     

曹万林  周中一  董宏英  张勇波 《地震工程与工程振动》2012,32(4):111-117

提出了带竖向构造钢筋再生混凝土砖砌体结构,进行了2个两层再生混凝土砖砌体房屋结构1/2缩尺模型的模拟地震振动台试验研究,2个结构模型的墙体厚度均为120 mm,一层设有门洞和窗洞,二层设有窗洞。2个模型中,1个为带竖向构造钢筋再生混凝土砖砌体房屋,1个为普通无竖向构造钢筋再生混凝土砖砌体房屋。试验中输入El Centro地震动,测试分析了台面加速度反应、一层和二层顶板加速度反应、结构层间位移反应以及各阶段结构损伤与破坏特征等。研究表明:带竖向构造钢筋再生混凝土砖砌体房屋比普通再生混凝土砖砌体房屋的破坏程度轻,墙体裂缝位置相对错动小,抗震性能显著提高;带竖向构造钢筋再生混凝土砖砌体房屋可用于地震区村镇建筑。  相似文献   

再生混凝土框架顶层角节点的抗震性能试验研究     

王晓菡  柳炳康  田雨  秦一如 《地震工程与工程振动》2012,32(4):118-124

通过对3榀再生混凝土框架顶层角节点(再生粗骨料掺量为100%)在低周反复荷载作用下的抗震性能试验,对试件的破坏形态、延性、耗能能力等进行了分析。研究表明,再生混凝土框架顶层角节点试件在低周反复荷载作用下经历初裂、通裂、极限、破坏4个阶段,最终呈节点核心区剪切破坏。位移延性系数在3.27～3.95之间,具有良好的抗震性能,可用于有抗震设防要求的框架。采用ANSYS软件建立了节点的有限元计算模型,进行了单调荷载下的有限元非线性分析,得到了骨架曲线和试件的应力分布形态,有限元计算结果与试验结果吻合较好。采用《混凝土结构设计规范》规定的公式对角节点抗剪强度进行了计算并与试验数据相比较,发现计算值偏于不安全。  相似文献   

留得沃土子孙耕——来自辽宁省近年来节约集约用地工作报告     

关尼亚 《国土资源》2012,(7):4-5

题记古人曰:一粥一饭,当思来之不易;半丝半缕,恒念物力维艰。其实,"粥饭"与"丝织"乃可造再生,可古人却时刻提醒人们,要常想到这些东西来之不易,应节约用之。而土地资源,乃大自然对人类的一次性馈赠,数量有限,不可再造,因此,人类更无理由对其粗放利用,甚至浪费铺张。近些年来,辽宁省国土资源厅一直遵循着"恒念物力维艰"之古训,在思想上,高度认识土地资源的珍贵性,故而,在节约集约用地上动了许多心思,想了许多点子,下了许多功夫,取得了  相似文献   

基于水库调蓄的黄河干流水体交换时间研究(英文)     

蒋晓辉  刘昌明 《地理学报(英文版)》2013,23(1):113-122

This note analyzes the change in water renewal time characteristics based on res-ervoir action and then establishes calculation models for the water renewal time in the Yellow River mainstream. The results indicate that the amount of renewable water with reservoir action can meet the annual water demand and that water flows naturally at the Lijin station near estuary. Initial storage dynamics is an important factor in water resource renewable capacity at a certain time, and rational reservoir action can promote sustainable water re-source utilization. When the initial storages in the Longyang Gorge reservoir are 9.343 and 5.343 billion m3, the water renewal times are 28 and 33.9 d, respectively. Flow stoppage ap-pears in April and May.  相似文献   

性能增强再生混凝土框架中节点非线性分析     

王社良  杜亚超  余滨杉  樊禹江  陈先河 《世界地震工程》2015,(2):28-33

再生混凝土作为一种再生资源近年来被广泛应用,在此基础上加入钢纤维和tank纤维制成性能增强再生混凝土,使结构的安全可靠性得到了进一步保证。采用有限元软件ABAQUS对3个混杂纤维掺量分别为0、0.5%、1%的再生混凝土框架中节点进行低周反复试验分析,得到了它们的滞回曲线和骨架曲线,并进行了对比分析。研究表明:相较于普通再生混凝土而言,性能增强再生混凝土框架中节点的耗能性能可提高20%、32%,抗开裂性能及极限承载力性能也更为优异,能够应用于实际工程之中。  相似文献   

再生混凝土短柱抗震性能试验研究   总被引：1，自引：0，他引：1  

张亚齐  曹万林  张建伟  尹海鹏 《震灾防御技术》2010,5(1):89-98

本文进行了4个剪跨比为1.75的再生混凝土短柱模型抗震性能对比试验,模型按1/2缩尺。模型1为普通混凝土短柱,模型2为再生粗细骨料取代率均为50%的再生混凝土短柱,模型3为再生粗细骨料取代率均为100%的再生混凝土短柱,模型4为再生粗细骨料取代率均为100%且带交叉钢筋的再生混凝土短柱。分析了各模型的承载力、刚度及其退化过程、滞回特性、位移延性、耗能能力、破坏形态。研究表明:随着再生骨料取代率的增加,其混凝土的弹性模量明显减小,试件初始刚度、承载力、耗能能力明显下降;加设交叉钢筋的试件抗震性能显著提高;再生混凝土柱可以在轴压比较小的结构中应用。提出了基于再生混凝土强度折减的承载力简化计算方法,计算结果与实测值符合较好。  相似文献   

Response of regeneration diversity of <Emphasis Type="Italic">Carex Lasiocarpa</Emphasis> community to different water levels in Sanjiang Plain,China     

Li Wang  Changchun Song  Jinming Hu  Tao Yang 《中国地理科学(英文版)》2010,20(1):37-42

The species diversity at the regeneration stage, inflenced by different water levels, is important for community composition in the later growing season. Regeneration diversity of Carex lasiocarpa community under different water levels was studied at two stages, recruitment and adult, in the Sanjiang Plain, Heilongjiang Province, China. The results showed that, at the two growing stages, important value of C. lasiocarpa population and species richness of the community decreased with the increasing water level, while the Simpson and Shannon-Wiener diversity indexes and Pielou evenness index increased. Under different water levels, community diversities were higher at the recruitment stage, while population important values of C. lasiocarpa were higher at the adult stage. Indexes in vegetation evaluation must be chosen prudentially for successful restoration and effective management of wetlands, and especially for wetland restoration, the optimal time should be selected according to the restoration objectives and costs.  相似文献   

Study of the seismic response of a recycled aggregate concrete frame structure     

Changqing Wang  Jianzhuang Xiao 《地震工程与工程振动(英文版)》2013,12(4):669-680

Based on six-degree-of-freedom three-dimensional shaking table tests, the seismic response of a recycled aggregate concrete （RAC） frame was obtained. The analysis results indicate that the maximum story shear force and overturning moment reduce proportionally along the height of the model under the same earthquake wave. The story shear force, base shear coefficient and overturning moment of the structure increase progressively as the acceleration amplitude increases. The base shear coefficient is primarily controlled by the peak ground acceleration （PGA）. The relationships between the PGA and the shear coefficient as well as between the PGA and the dynamic amplification factor are obtained by mathematical fitting. The dynamic amplification factor decreases rapidly at the elastic-plastic stage, but decreases slowly with the development of the elastic-plasticity stage. The results show that the RAC frame structure has reasonable deformability when compared with natural aggregate concrete frame structures. The maximum inter-story drift ratios of the RAC frame model under frequent and rare intensity 8 test phases are 1/266 and 1/29, respectively, which are larger than the allowable value of 1/500 and 1/50 according to Chinese seismic design requirements. Nevertheless, the RAC frame structure does not collapse under base excitations with PGAs from 0.066 g up to 1.170 g.  相似文献