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The design philosophy and bridge's technical innovation of Hong Kong- Zhuhai-Macao Bridge 被引量:3
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作者 Meng Fanchao Liu Minghu Wu Weisheng Zhang Gejun Zhang Liang 《Engineering Sciences》 EI 2014年第3期48-57,共10页
This article introduces the project overview, construction goal and design philosophy of Hong Kong- Zhuhai-Macao Bridge. Based on large scale, factory production, standardization and assemble line, the innova- tive co... This article introduces the project overview, construction goal and design philosophy of Hong Kong- Zhuhai-Macao Bridge. Based on large scale, factory production, standardization and assemble line, the innova- tive concept is taken as the general principle for design with the emphasis on description of the new material, new technology, new construction method and new equipment used in the design. The application of innovative technology has provided a solid foundation and favorable guarantee for project quality and design service 展开更多
关键词 Hong Kong-Zhuhai-Macao BRIDGE large scale BASED standardization BASED and assembly BASED steeltubular composite PILE method of prefabricated PIER and PILE cap embedded below SEABED
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A Facile Self-assembly Synthesis of Hexagonal ZnO Nanosheet Films and Their Photoelectrochemical Properties 被引量:3
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作者 Bin Zhang Faze Wang +5 位作者 Changqing Zhu Qiang Li Jingnan Song Maojun Zheng Li Ma Wenzhong Shen 《Nano-Micro Letters》 SCIE EI CAS 2016年第2期137-142,共6页
Here, large-scale and uniform hexagonal zinc oxide(ZnO) nanosheet films were deposited onto indium tin oxide(ITO)-coated transparent conducting glass substrates via a facile galvanic displacement deposition process. C... Here, large-scale and uniform hexagonal zinc oxide(ZnO) nanosheet films were deposited onto indium tin oxide(ITO)-coated transparent conducting glass substrates via a facile galvanic displacement deposition process. Compared with other commonly used solution methods, this process avoids high temperature and electric power as well as supporting agents to make it simple and cost-effective. The as-fabricated ZnO nanosheet films have uniform hexagonal wurtzite structure. The photoelectrochemical(PEC) cell based on ZnO nanosheet film/ITO photoelectrode was also fabricated and its performance was improved by optimizing the solution concentration. A higher photocurrent density of*500 l A cm^(-2)under AM 1.5 G simulated illumination of 100 m W cm^(-2)with zero bias potential(vs. Ag/AgCl electrode) was obtained, which may ascribe to the increased surface-to-volume ratio of disordered Zn O nanosheet arrays. Our developed method may be used to deposit other oxide semiconductors, and the Zn O nanosheet film/ITO PEC cell can be used to design low-cost optoelectronic and photoelectrochemical devices. 展开更多
关键词 Zinc oxide NANOSHEET film SELF-ASSEMBLE Galvanic displacement method PHOTOELECTROCHEMICAL property
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CALCULATIONS AND ANALYSIS OF THE SPINNING ROTOR BEARING SYSTEM BY USING FEM
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作者 陈瑞琪 李谦 《Journal of China Textile University(English Edition)》 EI CAS 1991年第2期21-26,共6页
In this paper the formulation of finite element analysis for frame casing problems of theharmonic type is described. Attention is paid to the OE spinning rotor bearing assembly (RBA)’ sdynamic model, whose harmonic p... In this paper the formulation of finite element analysis for frame casing problems of theharmonic type is described. Attention is paid to the OE spinning rotor bearing assembly (RBA)’ sdynamic model, whose harmonic parameters, such as natural frequencies and modal shapes, aresolved by means of structural analysis program using personal computer, i.e. SAP84 software. Ac-cording to orthogonal factorial design table (OFDT), the predominant sensitive influential factors(PSIF) of RBA are determined. 展开更多
关键词 ROTOR SPINNING frame finite element methods ORTHOGONAL DESIGN ROTOR BEARING assembly ORTHOGONAL FACTORIAL DESIGN table predominant sensitive influential factors
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Intercalation Assembly Method and Intercalation Process Control of Layered Intercalated Functional Materials 被引量:5
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作者 李凯涛 王桂荣 +2 位作者 李殿卿 林彦军 段雪 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2013年第4期453-462,共10页
Layered intercalated functional materials of layered double hydroxide type are an important class of functional materials developed in recent years. Based on long term studies on these materials in the State Key Labor... Layered intercalated functional materials of layered double hydroxide type are an important class of functional materials developed in recent years. Based on long term studies on these materials in the State Key Laboratory of Chemical Resource Engineering in Beijing University of Chemical Technology, the principle for the design of controlled intercalation processes in the light of future production processing requirements has been developed. Intercalation assembly methods and technologies have been invented to control the intercalation process for preparing layered intercalated materials with various structures and functions. 展开更多
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Scientific Basis of System Programming
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作者 E. M. Lavrischeva 《Journal of Software Engineering and Applications》 2018年第8期408-434,共27页
Theoretical foundations of programming systems from modules, objects, components, services are given. Identified relevant theory of programming proposed by the author with the participation of students and postgraduat... Theoretical foundations of programming systems from modules, objects, components, services are given. Identified relevant theory of programming proposed by the author with the participation of students and postgraduates: graph modular programming theory with graph representation as an adjacency matrix for mathematical achievability of graph vertices;theory of generating programming and theory of software factories;theory of graph object and component modeling (OCM) by means of logic and algebra-mathematical theory of determining individual elements of complex systems;theory of system programming based on ontological and service-component models (SOA, SCA) with security and quality systems. The Internet Smart and Nanotechnology are given for perspective transition of computer technology to nanotechnology. 展开更多
关键词 Science Concepts FORMALISM of MODULES Interface assembly Method Ob-ject Component Life Cycle Logic-Mathematical Theory Model OM FM Configuration Verification Testing Reliability Quality Products
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Study on Surface Electric Field Simulation of High Voltage Transmission Line Assembly 被引量:1
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作者 Liankai Chen Wenqing Lai +8 位作者 Jun Wang Guoyi Jiang Yan Zhou Yong Chen Haibo Liu Zhaoyu Qin Lei Ke Lei Wang Yang Shen 《Journal of Power and Energy Engineering》 2014年第4期554-563,共10页
For the studies in the field of high voltage power transmission, this paper has adopted the method of finite element node potential, and put forward two kinds of high pressure sensor-fixture modeling scheme for the se... For the studies in the field of high voltage power transmission, this paper has adopted the method of finite element node potential, and put forward two kinds of high pressure sensor-fixture modeling scheme for the sensor-fixture of the high voltage side, the simulation analysis shows that the sensor-fixture surface should be smooth, and should not appear the conclusion of edges and corners. While through establishing the four clamps assembly optimized model, and simulates the strain gages, fixtures and conductor surface field strength and electric field distribution in the model as a whole in turn, this paper Finally got the optimal size of fixture structure and assembly of each part reasonable location layout. 展开更多
关键词 High VOLTAGE assembly FINITE ELEMENT Method SIMULATION CALCULATION Electric Field Distribution
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武汉青山长江公路大桥宽幅钢箱梁悬臂拼装横向线形匹配技术
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作者 张晶 赵全成 戚原 《桥梁建设》 EI CSCD 北大核心 2024年第2期139-144,共6页
武汉青山长江公路大桥主桥为主跨938 m的双塔双索面全飘浮体系斜拉桥,主跨整体式钢箱梁高4.5 m、全宽48 m,采用500 t架梁吊机分节段悬臂拼装架设。钢箱梁悬臂拼装时,架梁吊机站位节段、待架节段由于荷载及约束不同,横截面变形呈现出不... 武汉青山长江公路大桥主桥为主跨938 m的双塔双索面全飘浮体系斜拉桥,主跨整体式钢箱梁高4.5 m、全宽48 m,采用500 t架梁吊机分节段悬臂拼装架设。钢箱梁悬臂拼装时,架梁吊机站位节段、待架节段由于荷载及约束不同,横截面变形呈现出不同的趋势,线形匹配难度大。为解决该问题,主跨钢箱梁悬臂拼装时选择上、下游分体式架梁吊机,减少架梁吊机自重;经比选选择横桥向27.7 m间距的架梁吊机站位,减小了架梁吊机荷载对横向线形匹配的影响;通过设置顶压装置(由顶压牛腿、支承底座组成),在架梁吊机站位节段、待架节段钢箱梁边腹板处施加1500 kN顶压力,配合少量马板,一次加载完成对接口竖向变形匹配调整。施工后,钢箱梁横向线形匹配精度均满足要求。 展开更多
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Research on the Related Factors of the Second Molar Dislocation and Orthodontic Erect Method
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作者 Jinhong Guo 《Journal of Advances in Medicine Science》 2020年第1期44-47,共4页
The second molar dislocation is more common clinically.To investigate the related factors of the second permanent molar dislocation,and provide reference for the clinical diagnosis and treatment of orthodontics.From t... The second molar dislocation is more common clinically.To investigate the related factors of the second permanent molar dislocation,and provide reference for the clinical diagnosis and treatment of orthodontics.From the current clinical research,the clinical methods of orthodontic erect secondary molars are also diverse and clinical.The narrower first molar alveolar arch width,smaller ANB angle,and crowded maxillary posterior segment arch are the factors that cause the maxillary second permanent molar dislocation.The narrow alveolar arch width,the smaller SNB angle,the larger ANB angle,and the crowded lower mandibular arch are the factors leading to the dislocation of the mandibular second permanent molar.In addition,for the second mandibular molar malposition,it is particularly important to select the corrective treatment plan.It is especially important to improve the treatment. 展开更多
关键词 MandIBULAR second MOLAR MALPOSITION Etiology ORTHODONTIC erect Classification diagnosis Best METHOD
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深中通道中山大桥主桥超宽大节段钢箱梁吊装匹配技术 被引量:5
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作者 宋神友 李小祥 +2 位作者 鲁立涛 刘健 朱超宇 《桥梁建设》 EI CSCD 北大核心 2024年第1期8-15,共8页
深中通道中山大桥主桥为主跨580 m的双塔双索面钢箱梁斜拉桥,主梁采用流线型扁平钢箱梁,梁宽46 m(含风嘴),主梁共划分69个节段,标准段长18 m、最大吊重约429 t,采用桥面吊机双悬臂吊装。由于钢箱梁节段自重大、宽度较大、横桥向竖向刚... 深中通道中山大桥主桥为主跨580 m的双塔双索面钢箱梁斜拉桥,主梁采用流线型扁平钢箱梁,梁宽46 m(含风嘴),主梁共划分69个节段,标准段长18 m、最大吊重约429 t,采用桥面吊机双悬臂吊装。由于钢箱梁节段自重大、宽度较大、横桥向竖向刚度较小等,在桥面吊机悬臂吊装过程中,会出现钢箱梁匹配面高差过大(最大约63 mm)的问题。为解决该问题,实现梁段精确匹配安装,提出3种钢箱梁吊装匹配方案:“门架+拉索”方案、“牛腿反力架”方案、“一字梁锁定+C形焊缝+部分张拉斜拉索”方案。经有限元仿真分析综合比选,最终选择“一字梁锁定+C形焊缝+部分张拉斜拉索”方案。该方案以箱梁竖腹板为定位点,提前焊接一字梁,采用法兰连接后锁定待拼梁段,部分焊接拼接面内箱梁形成C形焊缝;通过提前挂索并张拉部分斜拉索,减小匹配面已拼梁段横桥向竖向变形,达到箱梁匹配要求。施工中采取了匹配高差调节、局部应力控制、拼接缝宽控制等关键技术,最终将该桥钢箱梁匹配面高差减小至9.8 mm以内,钢箱梁局部应力可控,斜拉索初张过程中钢箱梁应力增量小于10 MPa,且各箱梁节段拼接缝宽可控制在1 cm以内。 展开更多
关键词 线
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Analysis and optimization of assembly variations for non-rigid parts
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作者 唐倩 《Journal of Chongqing University》 CAS 2005年第3期125-128,共4页
Traditional variation analysis methods are not applicable to non-rigid assemblies due to possible part deformation during the assembly process. This paper presents the use of finite element methods to simulate assembl... Traditional variation analysis methods are not applicable to non-rigid assemblies due to possible part deformation during the assembly process. This paper presents the use of finite element methods to simulate assembly deformation. The relationship between the parts’ variation and the variation of the key points in final assembly for quality control is set up by calculating the spring back deformation after assembly. Moreover, the optimization method for non-rigid assembly variations based on finite element analysis is presented. The optimal objective is to reduce the manufacturing cost. The approach is implemented by using ANSYS and MATLAB. The test example shows that the proposed method is effective and applicable. 展开更多
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济南齐鲁黄河大桥网状吊杆系杆拱桥施工关键技术
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作者 王伟 唐茂林 +2 位作者 赵世超 李翠娟 崔学涛 《世界桥梁》 北大核心 2024年第4期22-28,共7页
济南齐鲁黄河大桥主桥为(95+280) m+420 m+(280+95) m五跨三连拱下承式网状吊杆系杆拱桥,主梁采用钢-混组合梁,梁宽60.7 m,采用“先梁后拱”的施工工艺。钢箱梁采用“静动结合”的吊装技术,解决了有限作业空间下超重、超宽钢箱梁节段上... 济南齐鲁黄河大桥主桥为(95+280) m+420 m+(280+95) m五跨三连拱下承式网状吊杆系杆拱桥,主梁采用钢-混组合梁,梁宽60.7 m,采用“先梁后拱”的施工工艺。钢箱梁采用“静动结合”的吊装技术,解决了有限作业空间下超重、超宽钢箱梁节段上桥的难题,钢箱梁采用智能化步履式顶推设备与坦克轮相结合的方式顶推施工,提高了顶推过程的可控性、安全性和高效性。3跨拱肋中2个280 m跨采用满堂支架法施工,420 m跨采用“三段法”施工,即通过满堂支架法安装两端60 m边拱肋,300 m中拱段采用在钢箱梁上低位拼装,然后整体提升中拱段,使其与边拱肋配切合龙。对吊杆张拉方案进行对比,基于有限元分析,以吊杆内力控制为原则,最终选择吊杆应力水平更低的从跨中向拱脚对称张拉的吊杆张拉方案,张拉过程中采用接长杆减少张拉工作量,使吊杆张拉更高效、安全。 展开更多
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明挖预制装配式隧道结构拼装设计方法及关键技术 被引量:8
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作者 杨秀仁 《都市快轨交通》 北大核心 2023年第2期2-13,共12页
明挖施工条件下的预制装配式隧道结构,其拼装技术与装配整体式结构或盾构隧道均存在较大差别。在工程设计阶段,需要根据结构型式和装配模式,对拼装进行详细的规划和设计,以支撑高质量、高效率施工,并确保结构承载性能和稳定性,同时满足... 明挖施工条件下的预制装配式隧道结构,其拼装技术与装配整体式结构或盾构隧道均存在较大差别。在工程设计阶段,需要根据结构型式和装配模式,对拼装进行详细的规划和设计,以支撑高质量、高效率施工,并确保结构承载性能和稳定性,同时满足接头接缝防水性能要求。拼装关键技术包括拼装方法、基面精平技术、定位控制技术、张拉锁紧技术、支顶限位措施、精度控制标准等方面。明挖装配式隧道结构的拼装应以首环固定端为起点,沿纵向推进,遵循“先下后上”并逐块、逐层向上的拼装原则;基坑底部基面应进行精平处理,并根据地基条件和底板结构型式,采用精平条带法或基面统平法;隧道衬砌结构宜在接头拼接面设置一定数量的导向定位装置,在辅助构件精确定位的同时,有效控制结构表面错台量;明挖装配式隧道宜设置在直线上,当隧道位于曲线地段时,可采用“楔形构件+等宽缝”或“等宽构件+楔形缝”的方式拟合曲线;张拉锁紧措施主要有预应力钢棒张拉锁紧和螺栓锁紧方式,预应力张拉宜采用“形心跟踪法”,并应多点协同、同步张拉锁紧,保持接缝宽度的均匀性,有效控制目标接缝张开量,并对预制底板下空隙及时注浆填充,在侧墙和拱脚等关键部位及时支顶限位。 展开更多
关键词 湿 线
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公铁平层斜拉桥钢箱梁双悬臂施工控制技术
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作者 刘虎虎 吴凯 严和仲 《世界桥梁》 北大核心 2024年第1期65-71,共7页
宜宾临港长江大桥主桥为(72.5+203+522+203+72.5)m双塔双索面钢箱梁斜拉桥,公铁平层,3号塔两侧钢箱梁采用双悬臂施工,4号塔边跨侧钢箱梁采用顶推施工,中跨侧钢箱梁采用单悬臂施工。基于无应力状态法控制理论,采用SCDS软件建立主桥有限... 宜宾临港长江大桥主桥为(72.5+203+522+203+72.5)m双塔双索面钢箱梁斜拉桥,公铁平层,3号塔两侧钢箱梁采用双悬臂施工,4号塔边跨侧钢箱梁采用顶推施工,中跨侧钢箱梁采用单悬臂施工。基于无应力状态法控制理论,采用SCDS软件建立主桥有限元模型进行施工控制计算。主梁双悬臂拼装时利用边、中跨侧桥面吊机对称同步起吊待安装梁段并调整其空间位置,采用相邻梁段相对高程控制法进行精匹配;斜拉索索力以无应力索长张拉进行控制;中跨侧悬臂端临时辅助压重措施,完成钢箱梁跨越式过辅助墩和顶升式上过渡墩的施工。该施工控制技术确保了钢箱梁双悬臂施工和边跨2次上墩顺利完成,保证了塔梁临时竖向锚固束受力合理,桥梁结构受力和塔偏未超限,结构线形和索力偏差满足要求。 展开更多
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大中型液体运载火箭水平起竖与发射技术
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作者 刘聪聪 荆慧强 +2 位作者 贾永涛 樊蕾 范虹 《导弹与航天运载技术(中英文)》 CSCD 北大核心 2024年第1期87-95,共9页
未来大量中低轨商业卫星的发射任务对大中型运载火箭提出了快速测发的技术需求。地面发射支持系统针对CZ-8火箭需求,在传统运载型号已有技术的基础上,重点开展了箭体整体水平组装及起竖对接技术、快速智能测发技术的研究,旨在进一步提... 未来大量中低轨商业卫星的发射任务对大中型运载火箭提出了快速测发的技术需求。地面发射支持系统针对CZ-8火箭需求,在传统运载型号已有技术的基础上,重点开展了箭体整体水平组装及起竖对接技术、快速智能测发技术的研究,旨在进一步提升火箭发射任务效率、简化发射场设施、降低发射成本。以箭体水平组装设备、整体转运起竖对接设备、智能供气系统为切入点,对相关技术进行了阐述,此外,还提出了吊具、支架车两种水平组装方案。对整体转运起竖对接精度影响因素进行了分析,并介绍了起竖托架的刚度提升方法。介绍了智能供配气总体方案、智能减压阀技术、供配气设备故障诊断技术。 展开更多
关键词 CZ-8
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高山峡谷独塔钢-混混合梁斜拉桥钢箱梁架设关键技术
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作者 陈云锋 《世界桥梁》 北大核心 2024年第4期42-47,共6页
昭通市巧家县金沙江特大桥主桥为(340+72+48+32) m钢-混混合梁独塔斜拉桥,中跨采用PK钢箱梁,高3.5 m,全宽32.3 m。该桥位于高山峡谷区,中跨钢箱梁梁段无法通过航运运输,且峡谷区施工便道狭窄,钢箱梁运输难度大,钢箱梁采用厂内分块匹配... 昭通市巧家县金沙江特大桥主桥为(340+72+48+32) m钢-混混合梁独塔斜拉桥,中跨采用PK钢箱梁,高3.5 m,全宽32.3 m。该桥位于高山峡谷区,中跨钢箱梁梁段无法通过航运运输,且峡谷区施工便道狭窄,钢箱梁运输难度大,钢箱梁采用厂内分块匹配预制及现场边跨梁面组拼、后方喂梁悬臂架设的总体施工方案。钢箱梁通过板单元件现场拼装总成,采用“3+1”匹配拼装方式进行钢箱梁整节段线形控制,采用110 t自行走式平板车分块运输大吨位钢箱梁,实现高山峡谷区大坡度狭窄便道条件下钢箱梁的运输;在混凝土桥面拼装钢箱梁,通过运梁小车将钢箱梁运输至架桥机位置,提高混凝土桥面钢箱梁拼装及运输效率;采用斜拉桥后方喂梁-步履式大吨位悬臂架桥机,通过设计起重天车、支撑系统、锚固装置以及纵移系统等结构,完成钢箱梁后方喂梁、转体、拼装等工序,实现高山峡谷区斜拉桥施工。 展开更多
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Technological Analysis on Motor Stall and Its Perspective
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作者 Run Xu Zhiqiang Chen 《Electrical Science & Engineering》 2020年第1期26-29,共4页
The brush lock is due to assembly tightly during assembling three gripper so that it curls after some time in motor and bare motors.The motor happen to have current decreasing and cause rotary too slowly is an importa... The brush lock is due to assembly tightly during assembling three gripper so that it curls after some time in motor and bare motors.The motor happen to have current decreasing and cause rotary too slowly is an important technique problem.At last the motor hasn’t worked due to disconnection.It give company to bring assembly issue for customers.So the motor stall is main issue in motor working.We shall pay more attention to it necessarily and shall be strict quality inspection and we shall monitor the flow line for the sake of decreasing it.We shall solve the problem as soon as possible and communicate with the customer engineers.Unloaded rotation is radical in the base inspection.The engineer need to negotiate with supplying engineers for the qualified material of brush.Increasing inspection into more times is a method to decrease unqualified brushes.Some experiment method is explained to analyze for customer engineers.Two kinds of motors ie.stepping and asynchronous motor and motors used in future in car is explained to further knowledge to motor’s application.Such as the experiment with torque,voice and electric voltage converter.The pseudo soldering results the slow rotary.The reverse voltage is a reason for a motor to slow rotary even stall. 展开更多
关键词 Motor stall assembly line Quality inspection Unloaded rotary Pseudo soldering EMI Experiment method Motor use on cars in future Reverse voltage
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盾构隧道缓和曲线段管片组合轴线拟合计算方法
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作者 张明聚 谢剑楠 +1 位作者 李鹏飞 王晓 《铁道标准设计》 北大核心 2024年第2期150-157,共8页
盾构隧道在缓和曲线部分存在管片拼装问题,因缓和曲线线型复杂,管片拼装点位多变,一直是施工过程中的一个难题。基于错缝拼装要求与楔形管片特点,提出一种在平面范围内,利用循环计算与误差控制的条件判定,综合比选标准环与楔形环组合,... 盾构隧道在缓和曲线部分存在管片拼装问题,因缓和曲线线型复杂,管片拼装点位多变,一直是施工过程中的一个难题。基于错缝拼装要求与楔形管片特点,提出一种在平面范围内,利用循环计算与误差控制的条件判定,综合比选标准环与楔形环组合,完成每环管片拼装施工,最终拟合出既满足规范与控制指标,又可保证线型较为均匀的管片拼装轴线的管片施工设计方法与验证方法。并根据实际工程需要,提出最大允许偏差控制方法和缓圆点附近的管片拼装优化措施,结合珠海市珠机线湾仔北站—湾仔站区间盾构隧道实例,证明了此方法的准确性与适用性,为缓和曲线上控制管片拼装质量提供理论依据。 展开更多
关键词 线 线
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多功能海军导弹运输车技术研究
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作者 汪晓军 任平 +1 位作者 崔树林 赵丽丽 《现代防御技术》 北大核心 2024年第1期111-115,共5页
针对海军舰载导弹转运及装舰过程中,运输车功能单一、通用性差,且装舰操作流程繁琐、时间长的问题,提出一种多功能导弹运输车的技术方案,该方案以通用化和结构功能一体化为设计理念,对运输车的运输功能与辅助起竖功能进行一体化设计,在... 针对海军舰载导弹转运及装舰过程中,运输车功能单一、通用性差,且装舰操作流程繁琐、时间长的问题,提出一种多功能导弹运输车的技术方案,该方案以通用化和结构功能一体化为设计理念,对运输车的运输功能与辅助起竖功能进行一体化设计,在满足海通各型导弹公路运输功能的前提下,集成导弹水平、垂直姿态转换的功能,突破筒弹在舰面装填方式的限制,解决筒弹装舰过程中吊装流程繁琐的问题,实现在运输车上直接起竖筒弹的功能,缩短筒弹装舰时间。该方案使得舰载导弹转运、装舰的流程得以简化,提升了装备的使用效能。 展开更多
关键词 姿
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氧化石墨烯调控粉煤灰基硅酸锰/氧化锰复合材料的电化学性能机制
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作者 陈冬 王辉 +2 位作者 王敏 王登元 伍雪华 《洁净煤技术》 CAS CSCD 北大核心 2024年第6期149-157,共9页
超级电容器是一种具有高功率密度、优秀循环性能、高安全性的高性能储能装置,然而其低能量密度限制其发展,为进一步提升超级电容器的能量密度,满足日益增长的储能需求,提升电极材料的电化学性能是关键。为提高粉煤灰基硅酸锰/氧化锰的... 超级电容器是一种具有高功率密度、优秀循环性能、高安全性的高性能储能装置,然而其低能量密度限制其发展,为进一步提升超级电容器的能量密度,满足日益增长的储能需求,提升电极材料的电化学性能是关键。为提高粉煤灰基硅酸锰/氧化锰的电化学性能,采用静电组装法合成了氧化石墨烯与粉煤灰基硅酸锰/氧化锰的复合材料(FA@MS/MO/GO),通过调节氧化石墨烯加入量优化其电化学性能,并研究了氧化石墨烯对于粉煤灰基硅酸锰/氧化锰电化学性能的影响机制,通过XRD、SEM、XPS、FTIR表征材料的形貌与结构,并采用循环伏安法、恒电流充放电、交流阻抗测试对材料和器件性能进行测试。结果表明,优化后的FA@MS/MO/GO-2的电荷传输速率大幅提升,FA@MS/MO/GO-2在0.5 A/g电流密度下的比电容为737.4 F/g,高于未与氧化石墨烯复合的FA@MS/MO(293.4 F/g),电流密度由0.5 A/g升高至8.0 A/g,FA@MS/MO/GO-2容量保持率最好(67%),高于FA@MS/MO(44%)。FA@MS/MO/GO-2与商业活性炭分别为正负极组装为非对称超级电容器后,该器件能量密度达15.75 Wh/kg(功率密度375 W/kg),在5 A/g下循环10000次的容量保持率和库伦效率均可达100%,表明该电极材料拥有长期循环利用潜力,具有良好应用前景。 展开更多
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梁板融合预制装配式双拼槽钢-混组合楼板试验
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作者 石敬州 周凌宇 +7 位作者 方蛟鹏 刘晓春 刘家豪 何昌杰 李分规 戴超虎 廖飞 吴睿智 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2024年第1期73-83,共11页
为充分发挥装配式工业化程度高和钢-混组合结构优良力学性能的优势,提出一种装配式双拼槽钢-混凝土组合楼板,对3组简支组合楼板试件进行了四点加载试验,研究了该组合楼板的竖向静载下力学性能。分析了楼板裂缝、挠度、应变(钢筋、钢梁... 为充分发挥装配式工业化程度高和钢-混组合结构优良力学性能的优势,提出一种装配式双拼槽钢-混凝土组合楼板,对3组简支组合楼板试件进行了四点加载试验,研究了该组合楼板的竖向静载下力学性能。分析了楼板裂缝、挠度、应变(钢筋、钢梁、混凝土板)随荷载发展规律;基于极限平衡法,提出了考虑受拉薄膜效应和刚度强化系数的承载力计算公式。结果表明:组合楼板的变形呈双向板特征,试件破坏时均出现板顶角部裂缝和弧形裂缝,混凝土板底中心区域为网状裂缝和向角部延伸的斜裂缝,双拼主梁发生塑性弯曲;在楼板的中心挠度达到l 0/40时,试件荷载分别为327.63 kN、436.92 kN和406.12 kN,组合楼板承载力较高;钢筋的应变发展在垂直钢梁方向较大,沿着塑性铰线屈服;考虑受拉薄膜效应和刚度强化系数的计算公式与试验结果吻合良好,准确地预测了楼板荷载-挠度全过程曲线。 展开更多
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