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双语推荐:非对称支撑结构

广州黄沙某深基坑由于周边环境复杂,地质条件差,且采用非对称支撑结构,基坑工程实行信息化施工,监测并分析了其水平位移、侧向变形、沉降、地下水位、锚索拉力、支撑轴力的变化情况,及时解决发生的险情,确保了基坑安全。
Due to the complex surrounding environment, poor geological conditions and the asymmetric supporting structure, the information construction of foundation pit in Guangzhou is implemented. Engineers monitor and analyse the variation of the horizontal displacement, lateral deformation, settlement, water level,pulling force of anchor wire, axial force of support of foundation pit, and solve the dangers timely, Which ensure the safety of foundation pit.

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为了深入了解深基坑开挖过程中两侧堆载变化对支护结构性状的影响规律,运用大型岩土工程有限元软件PLAXIS 2D 模拟某工程基坑开挖全过程.分别计算了两侧对称堆载为0 kPa、20 kPa、40 kPa 和60 kPa 等不同条件下支护结构的位移、弯矩、剪力和内支撑轴力,并分析了其变化规律;然后用最小二乘法对两道混凝土内支撑轴力进行了简易拟合.计算结果表明:基坑开挖过程中堆载变化对支护结构的内力和位移有明显影响;在-定范围内支护桩最大水平位移和最大弯矩随着堆载的增加基本呈线性增加;支撑轴力的变化趋势与内支撑位置有关,不同位置的支撑随堆载的变化呈现不同的规律.
This paper utilizes PLAXIS 2D to simulate the overall process of a foundation excavation in order to reveal the influence rule of both heaped loads to the supporting structures. Through calculating respectively bilateral symmetry heaped load as well as the brief analysis on its varying rules:from 0 kPa to 60 kPa and 40 kPa to 60 kPa, the displacement, bending moment, shearing force and internal bracing force under different conditions are obtained with simple matching to the axial force of the two internal supporting structures by least square method. The analytical results show that there is obvious influence on the supporting structures when the heaped load is changed. The maximum moment and the maximum horizontal displacement increase with the heaped load becoming larger within limits. While, the variation trend of supporting axial force is related to its internal bracing position, that is, supporting structure at different position takes on different rules.

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RFQ(射频四极透镜)是直线加速器中最重要的前级聚焦加速结构,其工作模式下束流孔中的电场四极对称性是保证束流品质及加速效率的关键。为了解决其各自存在的工作模式下四极场的不对称问题,分别对四杆型RFQ和四翼型RFQ的结构和模式谐振特性做了研究。针对四翼型RFQ,模拟显示双端口对称耦合的方式从抵消二极模式和提高结构对称性两方面来达到削弱工作模式下的场分布中二极量的目的,对一个1 m段四翼RFQ模型腔的测量证实了双端口对称耦合抵消腔内二极模式的有效性;针对四杆型RFQ的二极场,以SSC-Linac项目的RFQ为原型,利用三维模拟计算软件CST-MWS进行模拟,通过改进支撑板的结构并调整参数,完全地消除了工作模式下的极间二极场,且理论上此种改进方法对支撑结构的四杆型RFQ均有效。
Radio Frequency Quadruple(RFQ) is the most important front-end acceleration structure in linear acceler-ators. It can focus and accelerate beam in longitudinal and transversal direction, simultaneously. Symmetric of electric field in acceleration aperture is very important for the beam dynamics. To an idea RFQ, there is only quadruple electric field in the acceleration aperture. The dipole field in aperture is harmful and need be as small as possible. The methods to reduce it are studied in a four-rod RFQ and a four-vane RFQ in the article independently. To a four-vane RFQ, the symmetrical double-port couplers are employed to counteract the neighboring dipole modes. The availability is confirmed by the simulation with the 3-D Finite Element tool, CST-MWS. And it is also observed by measuring a model-cavity with a symmetrical double-port couplers. To a four-rod RFQ, a new structure of stems is proposed to reduce the dipole mode. Taking the RFQ for the SSC-LINAC project as example, the d

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@@@@室内场景,连同建筑和植物,是构成人类生存环境的三大重要因素。但是,目前可获取的三维室内场景并不像人们期望的那样是经过了合理性语义层面上的分割,而是存在着大量的拓扑结构上的错误。这些拓扑错误是由模型重用产生的碎片以及模型转换中导致的信息缺失等因素造成的。本文通过考虑拓扑结构关系(支撑关系和主次关系)以及几何关系(对称、对齐、相交、连接等),循环迭代地利用图割方法,构建了一个具有层次结构的场景树。该层次结构树对场景进行了层级的重整,用户可以根据需要得到不同细节层次上的有意义的语义分割,从而纠正了原有模型拓扑结构上的错误,为进一步的场景编辑提供了便利。
Indoor scene plays an important role in human living environment which constitutes the urban landscape together with building and flora reconstruction. However, the accessible 3D indoor scene data are usually not as semantic and reasonable as expected. They may contain a multitude of topological errors and omissions. This easily results in fragments production during model reusing and incompatible transform during format conversion. We creatively build a scene hierarchy using “Graph Cuts” method iteratively by considering the topological relation (“support & non-support”and “primary & non-primary”) and geometry relation (symmetry, alignment, intersection and connectivity). The hierarchy reorganizes the scene in different levels and users could select the required level of detail which contains semantic segmentation. It corrects the topological errors and offer convenience for further scene edit.
室内场景,连同建筑和植物,是构成人类生存环境的三大重要因素。但是,目前可获取的三维室内场景并不像人们期望的那样是经过了合理性语义层面上的分割,而是存在着大量的拓扑结构上的错误。这些拓扑错误是由模型重用产生的碎片以及模型转换中导致的信息缺失等因素造成的。本文通过考虑拓扑结构关系(支撑关系和主次关系)以及几何关系(对称、对齐、相交、连接等),循环迭代地利用图割方法,构建了一个具有层次结构的场景树。该层次结构树对场景进行了层级的重整,用户可以根据需要得到不同细节层次上的有意义的语义分割,从而纠正了原有模型拓扑结构上的错误,为进一步的场景编辑提供了便利。
Indoor scene plays an important role in human living environment which constitutes the urban landscape together with building and flora reconstruction. However, the accessible 3D indoor scene data are usually not as semantic and reasonable as expected. They may contain a multitude of topological errors and omissions. This easily results in fragments production during model reusing and incompatible transform during format conversion. We creatively build a scene hierarchy using“Graph Cuts”method iteratively by considering the topological relation (“support&non-support”and“primary&non-primary”) and geometry relation (symmetry, alignment, intersection and connectivity). The hierarchy reorganizes the scene in different levels and users could select the required level of detail which contains semantic segmentation. It corrects the topological errors and offer convenience for further scene edit.
通过浸渍-提拉的方法制备了PDMS涂覆的Al2 O3中空纤维膜,并系统地研究了其用于ABE/水体系的分离过程。首先对制备出的膜进行了形貌表征,SEM电镜照片表明,所用的Al2 O3中空纤维支撑体具有非对称结构,海绵孔位于膜壁的中间而指状孔在其两侧。制备出的PDMS涂覆的Al2 O3中空纤维复合膜表面致密完好没有缺陷,其厚度小于10μm,说明PDMS层被均匀地涂在支撑体外表面。然后在不同的模拟体系(丙酮-水、丁醇-水、乙醇-水)中,系统地考察了复合膜的性能。实验表明,复合膜具有优异的渗透汽化性能(通量和分离因子)。最后将该复合膜用于 ABE-水体系的分离,考察了膜在操作过程中的渗透汽化性能和稳定性,同时将二元体系与四元体系过程对比,讨论渗透汽化对ABE体系的分离作用。
In this work, Al2 O3 composite membranes with PDMS coated were successfully prepared and were used to separate the ABE from their aqueous solution .From the SEM photos , hollow fiber supports have an asym-metric structure including the sponge-like structure atcenter , sandwiched by the finger-like structures located at the outer and inner walls of the support .The thickness of PDMS layers coated uniformly on the outer surface of hollow fiber were all less than 10μm.The surfaces of the Al 2 O3 composite membranes with PDMS coated were smooth , dense and defect-free.In the different aqueous solution , the prepared composite membranes show great performance of total flux and separation factor .Finally, composite membranes were used to separate the ABE-water solution . Compared with the binary components system , the pervaporation performances of composite membranes for ABE-wa-ter system were systematically investigated .

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针对两种目前常用于椰子采摘的采摘方法—人工攀爬采摘和采摘机刀具切割采摘出现的劳动强度大、作业危险及效率低等问题设计了一种抓取采摘机械手。采摘机械手底座固定在椰子采摘机上,通过旋转功能组件实现采摘手抓的左右摆动,依靠气压升降、摆臂功能组件实现采摘手抓的升降和俯仰,利用机械手外手抓抓住果蒂,内手抓抓住椰子旋转采摘。为此,介绍了采摘机械手总体结构设计及工作原理,对其关键结构进行了建模,并进行了工作空间仿真分析。仿真结果表明:所设计的椰子采摘机械手工作点分布密集对称,满足工况需求,为进一步实际采摘实验提供了理论支撑
Aimed at problems such as labor-intensive , operating hazards , low efficiency which appear on currently two methods used commonly in coconut picking-manpower climbing picking and picking machine tool cutting picking , de-signed a robot arm to crawl picking .The pedestal of robot arm is fixed on the coconut picker ,by rotating functional com-ponents to achieve picking hands''s swing , relying on pneumatic lift and arm grasping picking functional components to a-chieve lift and pitch , using the robot arm ’ s outer hand claw to catch the base of fruit , and using the internal hand to catch the coconut for rotating picking .The article firstly describes the picking robot hand''s overall structure designing and working principle ,then its key structures are established into a model , finally conducts a simulation analysis to its work space .Simulation results show that coconut picking manipulator operating point designed by the paper is densely distribu -ted symmetrically ,and

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腊八斤特大桥主桥为连续刚构,采用钢管混凝土叠合柱桥墩(由4根外侧包裹钢筋混凝土的钢管混凝土柱组成,柱之间采用钢筋混凝土腹板连接,桥墩为内部空心结构),最高桥墩高182.64m。为给高墩的施工及质量控制提供理论依据,采用ABAQUS和MIDAS软件对高墩进行屈曲和受力分析,研究墩顶施工偏差和支撑对高墩极限承载力的影响。结果表明:桥墩极限承载力随墩顶施工偏差的增大而不断减小;横撑和斜撑对高墩的整体稳定极限承载力影响较小。为减少施工过程对桥墩极限承载力的影响,保证墩身线形和施工质量满足要求,研究了高墩施工技术,即采用全站仪和激光垂准仪开展高墩中心、垂直度及高程监测,采用高抛免振捣、对角线对称浇筑混凝土和钢结构高空吊装等施工技术。实桥应用表明,实际累计施工偏差约为0.072m,满足施工过程中高墩线形及其它质量控制要求。
The main bridge of Labajin Bridge is a continuous rigid-frame structure ,the piers a-dopt the concrete-filled steel tubes and reinforced concrete composite columns (a column is formed of four concrete-filled steel tubes that are externally encased with reinforced concrete ,the four steel tubes are linked to each other by reinforced concrete webs and the overall column is hollow in-side .) ,with the highest pier rising to 182 .64 m .To provide theoretical reference for the construc-tion and quality control of high-rise piers ,the ABAQUS and MIDAS software were used to analyze the buckling and load bearing condition of the concrete-filled steel tubular composite columns to study the impact of pier-top construction difference and supporting on the ultimate load bearing ca-pacity of high-rise piers .The results of the study showed that the ultimate load bearing capacity of piers gradually reduced as the construction deviation on pier tops increased .T ransverse struts and oblique struts ha