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Separation and analysis of six fractions in low temperature coal tar by column chromatography
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作者 Shuangtai Liu Lei He +5 位作者 Qiuxiang Yao Xi Li Linyang Wang Jing Wang Ming Sun Xiaoxun Ma 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2023年第6期256-265,共10页
The low temperature coal tar(CT)is taken as the raw material,and the extraction and column chromatography are used for detailed and accurate characterization in this paper.The n-heptane soluble fraction(CT-HS)and inso... The low temperature coal tar(CT)is taken as the raw material,and the extraction and column chromatography are used for detailed and accurate characterization in this paper.The n-heptane soluble fraction(CT-HS)and insoluble fraction(CT-HI)were obtained by n-heptane Soxhlet extraction.The extraction rate of CT-HS reached 92.79%(mass),which indicated that there are few heavy compounds in it.Further,different solvents(methylbenzene,benzene,ethyl acetate,methylbenzene-ethanol)were used to elute CT-HS by chromatographic column to obtain five fractions(saturates,aromatics,heteroatoms,phenolics and resins,named CT-SA,CT-AR,CT-HE,CT-PH,CT-RE,respectively).The yields of CTSA,CT-AR,CT-HE,CT-PH,CT-RE are 42.12%,10.43%,2.19%,9.50%and 6.63%(mass),respectively.Gas chromatography-mass spectrometry analysis of eluting components show that alkanes are the main components in CT,followed by polycyclic aromatics,and the corresponding fractions are CT-SA and CT-AR,respectively.The relative content of aliphatics in CT-SA is 76.93%,and the relative content of aromatics in CT-AR is 75.05%.This separation technology effectively separates and enriches different components in CT,and the activation energy required for the pyrolysis process of a single eluting fraction is lower than that of CT,which is expected to provide an important reference for the separation,analysis and conversion of complex oil products such as coal-oil co-processing products,coal tar and other complex heavy carbon oil products. 展开更多
关键词 Low temperature coal tar Extractive separation column chromatography isolation Chromatography/mass spectrometry
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Reduction of structural response to near fault earthquakes by seismic isolation columns and variable friction dampers 被引量:5
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作者 Y.Ribakov 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2010年第1期113-122,共10页
This paper focuses on the investigation of a hybrid seismic isolation system with passive variable friction dampers for protection of structures against near fault earthquakes. The seismic isolation can be implemented... This paper focuses on the investigation of a hybrid seismic isolation system with passive variable friction dampers for protection of structures against near fault earthquakes. The seismic isolation can be implemented by replacing the conventional columns fixed to the foundations by seismic isolating ones. These columns allow horizontal displacement between the superstructure and the foundations and decouple the building from the damaging earthquake motion. As a result, the forces in the structural elements decrease and damage that may be caused to the building by the earthquake significantly decreases. However, this positive effect is achieved on account of displacements occurring in the isolating columns. These displacements become very large when the structure is subjected to a strong earthquake. In this case, impact may occur between the parts of the isolating column yielding their damage or collapse. In order to limit the displacements in the isolating columns, it is proposed to add variable friction dampers. A method for selecting the dampers' properties is proposed. It is carried out using an artificial ground motion record and optimal active control algorithm. Numerical simulation of a sevenstory structure shows that the proposed method allows efficient reduction in structural response and limits the displacements at the seismic isolating columns. 展开更多
关键词 seismic isolating columns variable friction dampers hybrid seismic isolation near fault earthquakes control algorithm
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A rapid and cost effective protocol for plant genomic DNA isolation using regenerated silica columns in combination with CTAB extraction 被引量:5
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作者 FU Ze-yu SONG Jian-cheng Paula E.Jameson 《Journal of Integrative Agriculture》 SCIE CAS CSCD 2017年第8期1682-1688,共7页
Isolation of high quality DNA from multiple samples can be both time-consuming and expensive. We have developed a combined protocol to reduce the time component of the hexadecyltrimethylammonium bromide (CTAB) extra... Isolation of high quality DNA from multiple samples can be both time-consuming and expensive. We have developed a combined protocol to reduce the time component of the hexadecyltrimethylammonium bromide (CTAB) extraction method and reduced costs by regenerating the silica columns used to purify genomic DNA. We present data that shows, by in- creasing the temperature used during the CTAB method, the time required to extract crude genomic DNA can be reduced. We show that silica columns can be regenerated using HCI and still maintain their DNA-binding capacity. Furthermore, we show both spectrophotometrically, and by restriction enzyme cutting, that the quality of the eluted DNA is high. Critically, using both genomic DNA from pea and perennial ryegrass we demonstrate, using species-specific PCR primers, that there is no carry-over of DNA from repeated use of a single column. The main advantages of the method are high yield, high quality, cost effectiveness and time-saving. This method could satisfy demand when large numbers of plant genomic DNA samples are required, for example from targeting induced local lesions in genomes (TILLING) populations. 展开更多
关键词 CTAB DNA isolation silica columns
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Testing of a Full-Scale Composite Floor Plate
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作者 Dennis Lam Xianghe Dai Therese Sheehan 《Engineering》 SCIE EI 2019年第2期223-233,共11页
A full-scale composite floor plate was tested to investigate the flexural behavior and in-plane effects of the floor slab in a grillage of composite beams that reduces the tendency for longitudinal splitting of the co... A full-scale composite floor plate was tested to investigate the flexural behavior and in-plane effects of the floor slab in a grillage of composite beams that reduces the tendency for longitudinal splitting of the concrete slab along the line of the primary beams. This is important in cases where the steel decking is discontinuous when it is orientated parallel to the beams. In this case, it is important to demonstrate that the amount of transverse reinforcement required to transfer local forces from the shear connectors can be reduced relative to the requirements of Eurocode 4. The mechanism under study involved in-plane compression forces being developed in the slab due to the restraining action of the floor plate, which was held in position by the peripheral composite beams;while the secondary beams acted as transverse ties to resist the forces in the floor plate that would otherwise lead to splitting of the slab along the line of the primary beams. The tendency for cracking along the center line of the primary beam and at the peripheral beams was closely monitored. This is the first large floor plate test that has been carried out under laboratory conditions since the Cardington tests in the early 1990s, although those tests were not carried out to failure. This floor plate test was designed so that the longitudinal force transferred by the primary beams was relatively high (i.e., it was designed for full shear connection), but the transverse reinforcement was taken as the minimum of 0.2% of the concrete area. The test confirmed that the primary beams reached their plastic bending resistance despite the discontinuous decking and transverse reinforcement at the minimum percentage given in Eurocode 4. Based on this test, a reduction factor due to shear connectors at edge beams without U-bars is proposed. 展开更多
关键词 floor plate test COMPOSITE BEAMS Edge BEAMS EUROCODE 4 IN-PLANE effect column removal Robustness
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Isolation and Identification of Flavone Type of Two Compounds from Salix matsudana
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作者 LIU Moxiang, ZHENG Yinan, LIU Xiaofeng, LI Xianggao and XIANG Lan(Colle. of Chin. Midi. Material, Jilin Agricultural University, Changchun, 130118) 《Chemical Research in Chinese Universities》 SCIE CAS CSCD 1998年第2期110-112,共3页
IsolationandIdentificationofFlavoneTypeofTwoCompoundsfromSalixmatsudanaLIUMo-xiang,ZHENGYi-nan,LIUXiao-feng,... IsolationandIdentificationofFlavoneTypeofTwoCompoundsfromSalixmatsudanaLIUMo-xiang,ZHENGYi-nan,LIUXiao-feng,LIXiang-gaoandXIA... 展开更多
关键词 Salix matsudana FLAVONE column chromatography isolation and identification
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Seismic Isolation of Reactor Assembly for a Fixed Base Accelerator Driven System Reactor Building
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作者 Bong Yoo Didier De Bruyn 《Journal of Civil Engineering and Architecture》 2016年第2期203-210,共8页
In the SILER (Seismic-Initiated events risk mitigation in LEad-cooled Reactors) Project, it is interesting to apply seismic isolation technology for the reactor assembly of the fixed base reactor building for ADS (... In the SILER (Seismic-Initiated events risk mitigation in LEad-cooled Reactors) Project, it is interesting to apply seismic isolation technology for the reactor assembly of the fixed base reactor building for ADS (Acceleration Driven System) heavy liquid reactor MYRRHA (Multipurpose Hybrid Research Reactor for High-Tech Application) which contains the most critical safety related components, such as reactor vessel, safe shutdown and control rod mechanisms, primary heat exchangers, primary pumps, spoliation target assembly and fuel assemblies, etc. The purpose of this paper is to investigate the possibility of an application of a partial seismic isolation to the safety critical components only, here, the reactor assembly. This paper presents the preliminary analysis results of the isolated reactor assembly and compares these with those of seismic isolated ADS reactor building. The analysis results show the reduction of the seismic acceleration response but the increase of the relative displacement for the reactor assembly. Some safety issues, especially, coolant's incapable covering the reactor core make difficult to apply for the partial seismic isolation of the ADS reactor assembly due to large relative displacement occurring the partial isolation system. Further study on the partial seismic isolation application of the critical safety components are also discussed. 展开更多
关键词 Partial seismic isolation ADS MYRRHA reactor building reactor assembly interface systems FRS floor responsespectra) reduction of accelerations increase of relative displacement reactor safety issues.
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An Attempt to Analyze a Human Nervous System Algorithm for Sensing Earthquake Precursors
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作者 Da Cao 《Open Journal of Earthquake Research》 2023年第1期1-25,共25页
We statistically validate the 2011-2022 earthquake prediction records of Ada, the sixth finalist of the 2nd China AETA in 2021, who made 147 earthquake predictions (including 60% of magnitude 5.5 earthquakes) with a p... We statistically validate the 2011-2022 earthquake prediction records of Ada, the sixth finalist of the 2nd China AETA in 2021, who made 147 earthquake predictions (including 60% of magnitude 5.5 earthquakes) with a prediction accuracy higher than 70% and a confidence level of 95% over a 12-year period. Since the reliable earthquake precursor signals described by Ada and the characteristics of Alfvén waves match quite well, this paper proposes a hypothesis on how earthquakes are triggered based on the Alfvén (Q G) torsional wave model of Gillette et al. When the plume of the upper mantle column intrudes into the magma and lithosphere of the soft flow layer during the exchange of hot and cold molten material masses deep inside the Earth’s interior during ascent and descent, it is possible to form body and surface plasma sheets under certain conditions to form Alfven nonlinear isolated waves, and Alfven waves often perturb the geomagnetic field, releasing huge heat and kinetic energy thus triggering earthquakes. To explain the complex phenomenon of how Ada senses Alvfen waves and how to locate epicenters, we venture to speculate that special magnetosensory cells in a few human bodies can sense earthquake precursors and attempt to hypothesize an algorithm that analyzes how the human biological nervous system encodes and decodes earthquake precursors and explains how human magnetosensory cells can solve complex problems such as predicting earthquake magnitude and locating epicenters. 展开更多
关键词 Earthquake Prediction Earthquake Precursors Mantle column Plume ASTHENOSPHERE Alfven Isolated Waves Human Magnetic Induction Cells Neuronal Spikes Bayesian Algorithm
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柱端盖板型滑移摩擦节点分层装配钢框架滞回性能研究
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作者 李成玉 李杰 吴东平 《土木工程与管理学报》 2024年第3期12-20,共9页
分层装配式钢框架是一种能充分体现快速装配性的新型结构形式。基于低损伤抗震概念,针对柱端盖板型滑移摩擦节点(CPSFJ)分层装配式钢框架的滞回性能进行了试验研究和数值分析。研究发现,通过在柱端设置CPSFJ,可以有效实现在大震作用下... 分层装配式钢框架是一种能充分体现快速装配性的新型结构形式。基于低损伤抗震概念,针对柱端盖板型滑移摩擦节点(CPSFJ)分层装配式钢框架的滞回性能进行了试验研究和数值分析。研究发现,通过在柱端设置CPSFJ,可以有效实现在大震作用下以滑移摩擦耗能代替结构构件的塑性损伤耗能,进而保护结构主体构件免受损伤。试验结果表明,该结构体系在低周往复加载下,滞回曲线呈现出饱满的弓形,且骨架曲线表现为三段式平顶型,显示出良好的能量耗散能力和稳定的滞回性能。为解决梁端局部刚度不足的问题,提出了梁端加劲肋布置改进方案,能显著改善梁端应力集中现象,降低塑性损伤的可能性。本研究为分层装配式钢框架结构设计提供了新的抗震耗能方案,具有重要的理论意义和应用价值。 展开更多
关键词 分层装配 低损伤 滑移摩擦节点 柱端耗能 滞回性能
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双向密肋楼盖的计算及设计探讨
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作者 陈焰周 徐靓玲 +1 位作者 蔡红超 赵建超 《建筑结构》 北大核心 2024年第17期118-123,共6页
在双向密肋楼盖的设计中采用弹性板对楼板进行计算分析,但与实际密肋楼盖结构相比,常用软件的计算模型在柱帽区域的计算假定存在重复考虑柱帽厚板与框梁重叠区域、板柱连接区与梁柱连接区重叠区域的问题。针对该问题,对密肋楼盖柱帽区... 在双向密肋楼盖的设计中采用弹性板对楼板进行计算分析,但与实际密肋楼盖结构相比,常用软件的计算模型在柱帽区域的计算假定存在重复考虑柱帽厚板与框梁重叠区域、板柱连接区与梁柱连接区重叠区域的问题。针对该问题,对密肋楼盖柱帽区域建立了多种不同计算假定的计算模型,分析了各模型对楼盖构件内力的影响,结果表明:考虑这些计算假定上的差异后,会导致与柱帽区域相连接的构件内力计算结果产生极大的变化。设计中应充分关注这些差异带来的影响,避免出现结构安全问题。此外,对密肋楼盖采用将柱帽格构化为等代梁的分析方法,能够避免过高估计柱帽承载能力,计算结果合理,且能方便对柱帽进行配筋设计。 展开更多
关键词 双向密肋楼盖 柱帽 弹性板 等代梁 配筋设计
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高温煤焦油中稠环芳烃和氮杂环芳香族化合物的分离富集 被引量:2
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作者 马启源 左岳 +1 位作者 梁政勇 李鹏 《当代化工研究》 CAS 2024年第3期51-53,共3页
煤焦油是高附加值稠环芳烃的主要来源,甚至是某些芳香族化合物的唯一来源。先用纯石油醚,再用乙酸乙酯体积分数为5%和30%的石油醚/乙酸乙酯混合溶剂依次作为洗脱剂,采用柱层析法对高温煤焦油的石油醚萃取物洗脱,得到洗脱液1-3(E_(1)-E_(... 煤焦油是高附加值稠环芳烃的主要来源,甚至是某些芳香族化合物的唯一来源。先用纯石油醚,再用乙酸乙酯体积分数为5%和30%的石油醚/乙酸乙酯混合溶剂依次作为洗脱剂,采用柱层析法对高温煤焦油的石油醚萃取物洗脱,得到洗脱液1-3(E_(1)-E_(3))。在E_(1-6)和E_(1-10)中富集到5种四环稠环芳烃,其中荧蒽在E_(1-10)中相对含量达71.02%。此外,在E_(2-2)中富集到6种酚类和9种氮杂环芳香族化合物,在E_(3-2)中富集到7种1~4环的氮杂环芳香族化合物。 展开更多
关键词 煤焦油 分离 柱层析 稠环芳烃 杂环芳香族化合物
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电流互感器抗震性能与隔震试验研究
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作者 夏旭忆 刘如山 +3 位作者 李吉超 刘金龙 郭恩栋 王振辉 《震灾防御技术》 CSCD 北大核心 2024年第3期569-577,共9页
瓷柱型电气设备是变电站最常见的室外高压电气设备,抗震能力较差,历次震害表明该设备损坏是造成电力系统功能失效的主要原因。对110 kV电流互感器进行振动台试验,原设备与安装滑动自复位隔震支座设备同时进行试验,测定设备在不同地震动... 瓷柱型电气设备是变电站最常见的室外高压电气设备,抗震能力较差,历次震害表明该设备损坏是造成电力系统功能失效的主要原因。对110 kV电流互感器进行振动台试验,原设备与安装滑动自复位隔震支座设备同时进行试验,测定设备在不同地震动强度、不同地震波作用下关键位置加速度、位移和应变响应,分析电流互感器抗震性能和隔震支座隔震效果。研究结果表明,地震动峰值加速度为0.4 g时,电流互感器瓷套管根部最大应力为22.4 MPa,电流互感器加速度放大系数为3~8;滑动自复位隔震支座明显降低了电流互感器自振频率,瓷柱型电气设备瓷套管顶部加速度响应降低了80%以上,瓷套管根部应变响应不同程度地降低,说明滑动自复位隔震支座具有良好的隔震效果。 展开更多
关键词 瓷柱型电气设备 电流互感器 滑动自复位隔震支座 振动台试验 隔震
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大底板多塔楼隔震结构底板设计方法研究
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作者 叶创坤 杨晓东 +1 位作者 陶忠 孙任武 《科技通报》 2024年第3期79-85,共7页
隔震多塔楼串联上部结构的连接板,会承受很大的水平力,而连接板能可靠传递水平力是多塔楼整体隔震结构方案的重要前提条件,若连接板提前受损或破坏,结构的整体性将会降低。为保证连接板不早于上部结构发生破坏,本文以一大底板多塔楼隔... 隔震多塔楼串联上部结构的连接板,会承受很大的水平力,而连接板能可靠传递水平力是多塔楼整体隔震结构方案的重要前提条件,若连接板提前受损或破坏,结构的整体性将会降低。为保证连接板不早于上部结构发生破坏,本文以一大底板多塔楼隔震结构案例为基础,提出基于主应力的底板承载力验算及配筋设计方法,首先利用ETABS有限元分析软件对某大底板双塔楼隔震结构进行隔震设计,并对底板进行配筋设计和抗震性能验算,最后根据配筋设计结果,利用SAUSAGE非线性分析软件,分析罕遇地震下底板的损伤。结果表明:采用大底板多塔楼隔震方案以后,上部结构的抗震性能均能满足规范要求,根据主应力进行抗震设计的底板能够满足各地震水准的性能目标,罕遇地震下,底板未先于上部结构发生破坏,仍能保证结构整体的整体性。 展开更多
关键词 大底板多塔楼 隔震结构 连接板 抗震设计
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结构空间约束对钢筋混凝土梁受弯性能的影响
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作者 雷宇霜 金浏 杜修力 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第4期885-893,共9页
为探究结构空间约束对框架结构屈服机制的影响,借助多尺度数值方法,建立了具有不同边界条件的钢筋混凝土(reinforced concrete,RC)梁模型.定量分析了端部约束及添加现浇楼板对RC框架梁刚度和受弯承载力,即试件所能承受的最大弯矩的影响... 为探究结构空间约束对框架结构屈服机制的影响,借助多尺度数值方法,建立了具有不同边界条件的钢筋混凝土(reinforced concrete,RC)梁模型.定量分析了端部约束及添加现浇楼板对RC框架梁刚度和受弯承载力,即试件所能承受的最大弯矩的影响,揭示了端部约束及现浇楼板对RC梁弯曲机制的影响机理.此外,对各国规范计算的受弯承载力进行对比分析.结果表明,结构空间约束会影响RC框架梁的破坏形态.固支梁的刚度和受弯承载力显著高于简支梁,固支梁的受弯承载力和刚度最高可达简支梁的3.06倍和4.10倍.添加现浇楼板可显著提高梁的受弯承载力与刚度.各国规范可准确地计算简支梁的受弯承载力.然而,计算的固支梁及楼盖梁的受弯承载力极其保守,剪跨比为5.0的固支加板梁的受弯承载力模拟值分别是中国、美国和加拿大规范值的6.25倍、6.76倍和6.06倍. 展开更多
关键词 钢筋混凝土梁 结构空间约束 端部约束 现浇楼板 强梁弱柱 细观模拟
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某带穿层斜柱双筒体超限高层结构设计 被引量:2
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作者 高义奇 林超伟 +2 位作者 王兴法 洪伯聪 邱裕绵 《建筑结构》 北大核心 2024年第4期86-91,共6页
仁恒世纪大厦为框架-双筒体结构,建筑高度198m,结构平面呈哑铃状,属于具有扭转不规则、楼板不连续、局部不规则(局部穿层柱、个别构件错层)、斜柱托换等一般不规则项的超限高层建筑。介绍了工程结构特点和整体抗震性能化设计过程。论述... 仁恒世纪大厦为框架-双筒体结构,建筑高度198m,结构平面呈哑铃状,属于具有扭转不规则、楼板不连续、局部不规则(局部穿层柱、个别构件错层)、斜柱托换等一般不规则项的超限高层建筑。介绍了工程结构特点和整体抗震性能化设计过程。论述了嵌固端选择、多角度地震输入、跨层斜板及穿层斜柱受力分析等设计重难点。结果表明:本工程采用的框架-双筒体结构具有良好的抗震性能;设计时将绝对嵌固端和名义嵌固端均设置在基础顶是合适的;塔楼双筒体布置并未导致明显的强弱轴,多角度地震输入的结构响应接近;裙楼跨层斜板对结构整体受力影响较小;穿层斜柱不会发生屈曲稳定破坏,通过构造加强后斜柱拉梁的设计安全可靠。 展开更多
关键词 仁恒世纪大厦 超高层建筑 双筒体 多角度地震输入 跨层斜板 穿层柱 斜柱
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深圳京基东滨时代大厦超限高层塔楼结构设计 被引量:1
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作者 侯学凡 周小伟 +1 位作者 张建军 张晓波 《建筑结构》 北大核心 2024年第4期92-98,共7页
深圳京基东滨时代大厦塔楼为框架-核心筒结构,结构高度194.35m,属于超B级高度的超限高层建筑,四角及南北两侧均设有L形墙或一字形墙与框架梁平面外相接。为满足建筑功能需求,2层取消了大量楼板和外框架与核心筒相连的框架梁,形成跃层柱... 深圳京基东滨时代大厦塔楼为框架-核心筒结构,结构高度194.35m,属于超B级高度的超限高层建筑,四角及南北两侧均设有L形墙或一字形墙与框架梁平面外相接。为满足建筑功能需求,2层取消了大量楼板和外框架与核心筒相连的框架梁,形成跃层柱。41层东西两侧外框柱均往内收进,需设置托柱转换梁。以上难点增加了结构设计难度。采用性能化设计,有针对性地对关键部位采取相应的加强措施,并对特殊部位进行专项分析,如L形墙或一字形墙等特殊墙体、跃层柱、托柱转换梁等。通过弹塑性动力时程分析考察整体结构的抗震性能。计算结果表明:该结构抗震性能均能达到设计的预期目标。 展开更多
关键词 超限高层建筑 框架-核心筒结构 L形墙 跃层柱 托柱转换梁
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通号电化科创大厦超限高层结构设计
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作者 吴盈 刘明 +5 位作者 熊森 刘凌峰 刘阳 刘柳 黄柏杨 马超鹏 《建筑结构》 北大核心 2024年第17期84-90,共7页
通号电化科创大厦结构高度121.35m,采用钢筋混凝土框架-核心筒结构体系。结构设计采用了钢管混凝土外框柱、密肋楼盖及双连梁以达到更优的建筑使用空间。结合地层情况及摩擦型桩基的特点,基础设计采用了考虑桩土共同作用的设计思路,分... 通号电化科创大厦结构高度121.35m,采用钢筋混凝土框架-核心筒结构体系。结构设计采用了钢管混凝土外框柱、密肋楼盖及双连梁以达到更优的建筑使用空间。结合地层情况及摩擦型桩基的特点,基础设计采用了考虑桩土共同作用的设计思路,分别通过国内规范考虑承台效应的方法及参考国外文献的方法对桩土分担比例做了计算并按其结果进行了应用。本工程有多项不规则项,为超限高层结构。采用YJK和ETABS软件对结构进行了静力弹性分析,两种软件的分析结果较为吻合且均满足规范要求。采用Perform 3D软件对结构进行了罕遇地震下的动力弹塑性分析,根据分析结果对结构在罕遇地震下的抗震性能进行了评估,结构能够满足罕遇地震下预期的抗震性能目标。钢管混凝土柱与混凝土梁的连接节点为本工程的关键节点,针对该连接节点以往做法存在的问题,本工程设计了一种开大孔的连接节点并进行了节点有限元分析,结果表明节点具有一定的安全储备。最后,对密肋楼盖的建模模拟情况及计算结果进行了讲述。 展开更多
关键词 密肋楼盖 双连梁 桩土共同作用 抗震性能分析 钢管混凝土柱节点
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地铁车站嵌套式隔振柱的动力特性分析
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作者 王智弘 金浩 +1 位作者 夏瑞萌 顾兴宇 《铁道标准设计》 北大核心 2024年第2期192-198,共7页
为减小车辆-轨道系统产生的竖向振动波通过站台柱传递到车站上部结构,研发了一种地铁车站嵌套式隔振柱。以雄安至北京大兴国际机场快线(R1线)金融岛站为研究背景,在站台柱下部设置异形U状嵌套式钢结构,于嵌套结构间隔处设置橡胶减振柱,... 为减小车辆-轨道系统产生的竖向振动波通过站台柱传递到车站上部结构,研发了一种地铁车站嵌套式隔振柱。以雄安至北京大兴国际机场快线(R1线)金融岛站为研究背景,在站台柱下部设置异形U状嵌套式钢结构,于嵌套结构间隔处设置橡胶减振柱,进行模态分析以及频域下的加速度传递率分析。研究结果表明:嵌套式隔振柱较传统站台柱在0~200 Hz频率范围内增加了97个隔振频率点,实现了60%以上频率的隔振效果;适当提高异形U状嵌套钢结构底部长宽比、中部支撑宽度以及降低橡胶减振体截面半径会带来基频下隔振性能的提升。以异型U状嵌套式钢结构为主设计的隔振柱能够有效降低地铁车辆-轨道系统产生的竖向振动传递。 展开更多
关键词 地铁车站 隔振柱 模态分析 传递率 减振
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综放工作面过陷落柱底板注浆厚度研究
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作者 杨长益 邹光华 +3 位作者 师皓宇 辛楚冰 孔德闯 范清正 《华北科技学院学报》 2024年第3期6-9,15,共5页
针对综放工作面过陷落柱等地质构造带时极易出现煤壁片帮、架前冒落、支架陷入底板等生产难题,为优化底板注浆加固厚度,结合某矿实际地质条件,通过UDEC数值模拟对比不同注浆厚度时的支架陷底量,推导了注浆加固厚度与支架载荷和加固体强... 针对综放工作面过陷落柱等地质构造带时极易出现煤壁片帮、架前冒落、支架陷入底板等生产难题,为优化底板注浆加固厚度,结合某矿实际地质条件,通过UDEC数值模拟对比不同注浆厚度时的支架陷底量,推导了注浆加固厚度与支架载荷和加固体强度等参数的本构关系,计算结果显示:加固厚度应随着支架载荷的增大而增大,随着注浆体强度的增大而减小;综合分析确定:当注浆厚度为1m时,支架能够适应底板的条件。依据数值模拟和理论计算结果,设计了注浆主要参数,并完成施工,实现综放工作面安全经济通过陷落柱。 展开更多
关键词 综放工作面 陷落柱 底板 注浆 加固厚度
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海南省图书馆隔震设计研究与分析
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作者 陈长嘉 《建筑结构》 北大核心 2024年第4期136-141,共6页
海南省图书馆新建部分东楼、西楼主体结构体系为框架结构,以东楼的设计过程为例,阐述本项目的隔震设计研究与分析过程。通过对比不同结构方案的受力性能、建筑空间优越性、造价、施工构造等,确定采用地下室柱顶隔震方案。根据设定的隔... 海南省图书馆新建部分东楼、西楼主体结构体系为框架结构,以东楼的设计过程为例,阐述本项目的隔震设计研究与分析过程。通过对比不同结构方案的受力性能、建筑空间优越性、造价、施工构造等,确定采用地下室柱顶隔震方案。根据设定的隔震目标,合理配置隔震支座,并按照《建筑抗震设计规范》(GB 50011—2010)要求,选择合理的地震波对其进行分析。隔震分析结果表明,隔震支座满足不同工况下的受力与变形要求,整体隔震设计满足预设的隔震目标要求,罕遇地震作用下结构基本处于弹性状态。另外,针对本项目的结构设计关键问题进行探讨,主要包括地下室柱顶隔震受力特性、扭转控制效果及黏滞阻尼器在隔震结构中的作用分析。 展开更多
关键词 隔震设计 结构方案选型 地下室柱顶隔震 黏滞阻尼器 隔震支座
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无梁楼盖板柱节点设计要点及设计建议
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作者 乐胜辉 《中国高新科技》 2024年第4期45-47,共3页
文章阐述了无梁楼盖板柱节点的常用设计方法,介绍了设计方法在工程实践中的应用及设计中对板柱节点进行抗冲切加强的各种措施,探讨了无梁楼盖防连续倒塌的设计思路,并针对当前设计中的不足提出建议。
关键词 无梁楼盖 板柱节点 冲切计算 暗梁 抗连续倒塌钢筋
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