Discussion on Construction Technology and Welding Deformation of High-Rise Steel Frame Structure

Because of urbanization,land resources in China’s cities has become increasingly scarce.Therefore,modern buildings are becoming taller,making high-rise steel frame structures the new favorite of the construction industry.However,the construction of high-rise steel frame structures requires advanced technology.If the construction technology is effectively implemented and the welding techniques of the construction personnel align with the requirements for high-rise steel frame structures,it can help mitigate deformations in the steel structure,thus preserving the overall construction quality of high-rise steel frame structures.To enhance the applicability of steel frame structures in high-rise buildings,this paper focuses on analyzing the optimization path for the construction process of high-rise steel frame structures.It introduces a tailored approach to control welding-induced deformations in steel frame structures,aiming to make a valuable contribution to the advancement of China’s construction industry.

Vibration Control of a High-Rise Building Structure:Theory and Experiment

In this study,an innovative solution is developed for vibration suppression of the high-rise building.The infinite dimensional system model has been presented for describing high-rise building structures which have a large inertial load with the help of the Hamilton’s principle.On the basis of this system model and with the use of the Lyapunov’s direct method,a boundary controller is proposed and the closed-loop system is uniformly bounded in the time domain.Finally,by using the Smart Structure laboratory platform which is produced by Quancer,we conduct a set of experiments and find that the designed method is resultful.

Experimental investigation of turbulent flows around high-rise structure foundations and implications on scour

Many studies have been undertaken to predict local scour around offshore high-rise structure foundations(HRSFs),which have been used in constructing the Donghai Wind Farm in China.However,there have been few works on the turbulent flow that drives the scour process.In this study,the characteristics of the turbulent flow fields around an HRSF were investigated using the particle image velocimetry technique.The mean flow,vorticity,and turbulence intensity were analyzed in detail.The relationship between the flow feature and scour development around an HRSF was elaborated.The results showed that the flow velocity increased to its maximum value near the third row of the pile group.The shear layer and wake vortices could not be fully developed downstream of the last row of the piles at small Reynolds numbers.The strong flow and turbulent fluctuation near the third piles explained the existence of a longtail scour pattern starting from the HRSF shoulders and a trapezoidal deposition region directly downstream of HRSF.This laboratory experiment gains insight into the mechanism of the turbulent flow around HRSFs and provides a rare dataset for numerical model verifications.

Structural form selection of the high-rise buildingwith the improved BP neural network

As civil engineering technology development,the structural form selection is more and more critical in design of high-rise buildings.However,structural form selection involves expertise knowledge and changes with the environment which makes the task arduous.An approach utilizing improved back propagation(BP)neural network optimized by the Levenberg-Marquardt(L-M)algorithm is proposed to extract the main controlling factors of structural form selection.Then,an intelligent expert system with artificial neural network is constructed to design high-rise buildings structure effectively.The experiment tests the model in 15 well-known architecture samples and get the prediction accuracy of 93.33%.The results show that the method is feasible and can help designers select the appropriate structural form.

Vertically-Suspended Environmental Enrichment Alters the Velocity Profiles of Circular Fish Rearing Tanks

The inclusion of vertically-suspended environmental enrichment in circular tanks has produced substantial benefits during fish rearing. This study examined the tank water velocity profiles of four different vertically-suspended structures?(rod array, extended rod array, single angle array, double angle array) and a control (no environmental enrichment) at two incoming water velocities (18.3 cm/s and 54.9 cm/s) in 1.8-m diameter circular tanks. At both of the incoming water velocities, overall water velocities throughout the tank were significantly reduced with the addition of any environmental enrichment in comparison to the control. In addition, the overall water velocities in the double angle array were significantly lower than the other three enrichment treatments. The pattern of significant reductions in velocity with the use of any environmental enrichment, with further significant velocity reductions in the double angle treatment, was repeated when the data were?combined for each sampling depth, radius from the center, and degree (circular arc). Although considerable variation in water velocity was observed at each specific sampling location with both incoming velocities, significantly lower velocities?were observed at nearly every sampling location with the addition of any environmental enrichment to the circular tank. In addition, the double angle array consistently produced the lowest velocities among the environmental enrichment treatments. The changes in velocity profiles from vertically-suspended?environmental enrichment may be at least partially-responsible for the frequently-observed improvements in fish growth.

Summery Intra-Tidal Variations of Suspended Sediment Transportation–Topographical Response and Dynamical Mechanism in the Aoshan Bay and Surrounding Area,Shandong Peninsula

As the second largest bay in Qingdao,the Aoshan Bay and its adjacent sea area play an important role in aquaculture development and urban land and sea coordination for the eastern gulf type of city in the Qingdao Blue Silicon Valley Core Area(QBSVCA).Based on in-situ sedimentary dynamical observation and previous research results,the thermohaline structure,the transportation of suspended sediment and its mechanism,and the coastal geomorphic response were elaborated and analyzed in detail in this paper.The result indicated that the thermohaline and density distribution have obvious intra-tidal characteristics in the QBSVCA and the adjacent waters of the islands,during summer neap tide stage.The development of the bottom high suspended sediment concentration(SSC)layer was slightly enhanced in flood slack at each of the four stations.Suspended sediment transportation near the QBSVCA is related closely with the vertical mixing-stratification mechanism.Combined with previous research results,this study once again showed that submarine topography and the grain size of sea bed sediments would respond to hydrodynamic forces.The medians of the bottom E and D50 in the Aoshan Bay were the highest,followed by those in the Daguan Island and Xiaoguan Island,and the data in the Laoshan Bay were the lowest.This showed that the capacity of suspended sediment transportation in the bottom water layer of the Aoshan Bay was stronger than that of the adjacent sea area.The re-suspension and migration of fine sediments lead to the strong coarsening of sediments in this area.

Design,fabrication,and characterization of Ti/Au transition-edge sensor with different dimensions of suspended beams

For photon detection, superconducting transition-edge sensor(TES) micro-calorimeters are excellent energy-resolving devices. In this study, we report our recent work in developing Ti-/Au-based TES. The Ti/Au TES devices were designed and implemented with a thickness ratio of 1:1 and different suspended structures using micromachining technology. The characteristics were evaluated and analyzed, including surface morphology, 3 D deformation of suspended Ti/Au TES device structure, I–V characteristics, and low-temperature superconductivity. The results showed that the surface of Ti/Au has good homogeneity and the surface roughness of Ti/Au is significantly increased compared with the substrate. The structure of Ti/Au bilayer film significantly affects the deformation of suspended devices, but the deformation does not affect the I–V characteristics of the devices. For devices with the Ti/Au bilayer(150 μm × 150 μm) and beams(100 μm × 25 μm), the transition temperature(T;) is 253 m K with a width of 6 m K, and the value of the temperature sensitivity α is 95.1.

High-Rise Residential Reinforced Concrete Building Optimisation

In the last few decades structure optimisation has become a main task in a civil engineering project. As a matter of fact, due to the complexity and particularity of every structure, the great amount of variables and design criteria to considerate and many other factors, a general optimisation’s method is not simple to formulate. As a result, this paper focuses on how to provide a successful optimisation method for a particular building type, high-rise reinforced concrete buildings. The optimization method is based on decomposition of the main structure into substructures: floor system, vertical load resisting system, lateral load resisting system and foundation system;then each of the subsystems using the design criteria established at the building codes is improved. Due to the effect of the superstructure optimisation on the foundation system, vertical and lateral load resisting system is the last to be considered after the improvement of floor. Finally, as a case example, using the method explained in the paper, a 30-story-high high-rise residential building complex is analysed and optimised, achieving good results in terms of structural behaviour and diminishing the overall cost of the structure.

悬浮物对三亚珊瑚礁区浮游动物群落结构及其摄食的影响

随着人类活动对珊瑚礁的影响日益加剧,输入到近岸珊瑚礁区的悬浮物日益增多,不仅影响珊瑚的生理,也会对珊瑚礁生态系统基础生物生产过程产生影响。为了解悬浮物对珊瑚礁区浮游动物组成及摄食的影响,于2015年4月在三亚典型岸礁区设置了昼夜连续观测站点(W4为悬浮物浓度高的站位,W5为对照站位),分析了悬浮物波动对浮游动物群落结构的影响,并用分子生物学方法结合室内实验,研究了悬浮物对优势桡足类现场食物组成和摄食选择的影响。结果显示:两个站位叶绿素a浓度偏低,昼夜波动较大;W4站的悬浮物和叶绿素a浓度均高于W5站,但W5站悬浮物中有机颗粒物组分比例(73.69%)高于W4站(46.09%);W5站浮游动物种类多样性和丰度均高于W4站。进一步摄食分析表明,两个站位桡足类均以后生动物来源的有机碎屑为主要食物,在W4站桡足类食物组成中浮游植物的比例也相对较高,而在W5站桡足类还摄食较多的微型浮游动物。在摄食实验中,高浓度的悬浮颗粒物显著提高了红纺锤水蚤(Acartia erythraea)的滤水率和摄食率,但其食物组成却由以浮游植物为主转而以陆生植物碎屑为主,说明浓缩海水中较高的悬浮颗粒物含量限制了桡足类的摄食选择,使其摄食大部分有机碎屑作为补偿营养来源。研究结果表明,高悬浮物浓度会影响浮游动物的摄食选择,但悬浮物中高比例的有机碎屑可为浮游动物提供重要的补充食物来源,支持其维持较高的生物量。

基于悬挂式FBG的螺栓连接微小扭矩检测

将光纤布拉格光栅通过尾纤悬挂在带螺栓连接的结构件表面,使用结构动态检测法测试螺栓连接结构的扭矩。测试中,在待测结构件上产生周期性的振动,在振动的作用下尾纤中产生周期性应变,它作为波源在刻有布拉格光纤光栅的光纤中形成应力波,布拉格光纤光栅感知应力波形成测试信号。在识别过程中,首先使用经验模态分解方法对测试信号进行分解以去除不平稳分量及噪声,然后提取信号的有量纲和无量纲特征值,最后将这些特征值输入基于支持向量机的识别系统。结果表明,该方法识别正确率达97.2%,扭矩识别能力在N·cm量级。本研究开拓了一种新的螺栓连接状态的检测方法,尤其适用于小质量结构中微小扭矩的检测。

注水开发中悬浮物粒径与储层孔隙结构匹配关系

为了完善注水开发中悬浮物粒径中值指标制定方法,以南海西部涠洲油田群为例,在统计大量数据的基础上,分析主力生产层位岩石孔隙结构参数与渗透率之间的关系(R_(c)-K);通过室内岩心驱替实验对油田群原有注水指标进行优化,得出渗透率与粒径中值的关系(K-d);关联R_(c)-K方程以及K-d关系后,得到不同岩心级别下注入水悬浮物粒径中值与喉道直径的匹配关系(d/2Rc)。结果表明:以渗透率保留率80%为标准,K=(10~50)×10^(-3)μm^(2)时颗粒粒径中值与喉道直径比d/2R_(c)=1/6;K=(50~100)×10^(-3)μm^(2)时d/2R_(c)=1/5;K=(100~300)×10^(-3)μm^(2)时d/2R_(c)=1/5。

一种单轨交通道岔用阻尼装置设计应用

悬挂式单轨道岔是悬挂式单轨交通线路的核心设备,其可动芯道岔应用最为广泛。该文根据可动芯道岔转辙动作及结构原理,在岔芯连接部位设计了一种扭转用弹性阻尼器。然后,结合道岔的转辙原理,通过模拟和测试提出了阻尼器的特定刚度,设计了阻尼构件的结构形式;通过对阻尼器功能和结构形式的对比分析,确定了设计方案;最后进行了试制和实验测试。结果表明:该阻尼构件满足功能需求和特定安装空间的使用要求,结构紧凑、安装维护方便。

海上无人平台悬挂式巡检机器人行走机构设计与性能分析

针对海上无人值守平台智能化巡检的现实需求,设计一种悬挂式机器人行走机构,并对行走机构的驱动轮机构、承重轮机构、压紧轮机构、导向轮机构、防抖轮机构进行整体设计和性能分析。结合机器人本体及检测、算法系统,所设计的行走机构可用于海上无人平台日常巡检。

八点弹性不均匀支承的类椭圆形弦支穹顶结构设计与分析研究

随着结构造型及功能的日益复杂,异形壳面、不均匀弹性支承、荷载不均匀分布等复杂条件下弦支穹顶结构的设计是一个值得深入研究的问题。以大沙河文体中心项目会议厅八点弹性不均匀支承异形壳面屋盖为例,采用肋环型单层网壳+Giger型索系组成的类椭圆形弦支穹顶,剖析其结构设计思路及特点,对其弹性支承条件的影响进行对比研究,并结合基于刚性索法和改进PGSA算法的预应力优化方法,对不同布索形式下的弦支穹顶结构进行静力及稳定性能的对比分析。研究表明,弹性不均匀支承条件对弦支穹顶结构的变形、索力分布、单元应力均有较大影响,结构计算分析中需充分考虑其影响;在最终被采用的撑杆杆底等标高的布索形式下,结构受力及变形分布更为均匀,静力及稳定性能相对较好,且有效避免了双向弯曲对环向索索体的不利影响。

趣店集团新总部主楼钢结构施工技术

趣店集团新总部位于厦门,建成后将成为厦门互联网、科技创新和城市发展的一张名片,成为厦门经济建设和科技创新的先驱。本项目钢结构采用上部巨型拱+下部悬吊结构体系,节点复杂,用钢量大,且周边环境复杂,施工难度很大。简要介绍了项目总体施工思路,并详细阐述了履带吊加固通道设计、临时支撑设计、吊柱施工和结构卸载。

高空悬空混凝土结构模板支撑体系施工技术研究

文中以某住宅楼项目为例,提出了一种高空悬空模板支撑体系施工方案,重点介绍了该高空悬空模板支撑体系设计方案及施工要点,经对比分析,该施工方案有利于降低施工难度和减少施工成本,为高空悬空混凝土结构施工提供保障。

悬挂式钢结构施工技术

坪山生物医药产业加速器园区项目12号楼超高层裙房部位存在悬挂式钢结构体系,介绍了悬挂式钢结构的主要施工流程、施工技术、施工模拟、临时支撑及卸荷技术,通过MIDAS软件对施工过程进行模拟分析。

高层大悬挑结构施工技术的实施与监测分析

为满足高层建筑多元化建设需求,大悬挑结构应运而生,此结构建设时具有较高的抗震抗风要求,但由于高层建筑层数多、高度大,高层大悬挑结构的稳定性控制难度越来越大。为此,文章结合高层建筑工程实例,介绍了大悬挑结构支撑体系设置方法,依次阐述了钢筋、模板、混凝土三项施工的技术要点,最后对支撑胎架展开了监测分析,得出本文采用的大悬挑结构施工技术在高层建筑施工中具有较高的应用价值。

型钢三角架在消防连廊施工过程中的应用

在实际施工中,装配式建筑与三明治外墙的结合出现了困难与隐患。加之消防连廊悬挑结构特殊,传统架体支撑体系难以与装配式外墙匹配,这使得工艺难度加大,成本增加。为解决此问题,文章根据项目特点,应用模拟法研制了一种新型型钢三角架作为架体支撑体系的基础,其既能保证二者有效结合,又能保证安全使用功能。

东曲煤矿大采高工作面坚硬顶板破坏特征研究

在综采工作面开采过程中,随着工作面向前推进,巷道顶板容易形成悬顶结构,造成瓦斯聚集和大面积顶板垮塌等隐患。为掌握大采高工作面坚硬顶板破坏特征,通过现场观测、数值模拟和理论分析等方法,阐述了大采高工作顶板悬顶结构的极限破坏深度和极限断裂距离,并对其进行了综合分析。结果表明,当巷道顶板破坏深度超过5.25m或悬顶悬顶距离超过13.55m时,巷道顶板将在破碎区岩体的质量作用下垮落。