皮卡通--5G全能应急通信变形箱

主要介绍了传统的应急保障方式存在人工投入工作量巨大、耗时周期长、投资大、实施困难等问题,急需一个“灵活、快捷、稳定、价优”的5G全能产品应急通信变形箱用于支撑日常的生产。

桥吊在船舶装载变形箱的方案解析

现代货运以集装箱运输为主,而海运是集装箱运输的主要方式。桥吊作为海运集装箱装卸的主要机械,其装卸效率直接决定了船舶的运输周期。本文以桥吊作业中较为特殊,却又严重影响船舶作业效率的变形箱作业方案解析。通过变形箱的特点及危害、理论研究及安全措施、实际操作与协调配合三方面,来解析变形箱的装卸方式。

振动台试验用层状剪切变形土箱的研制

比较了桩 -土 -结构动力相互作用试验用到的各种盛土容器的优缺点 .在此基础上 ,研制了用于试验的层状剪切变形土箱装置 ,并进行了土体自由场地的振动台试验 .试验结果表明 ,所研制的装置非常成功地模拟了土的侧向变形边界条件 .

大型叠层剪切变形模型箱的研制

振动台模型试验是研究工程结构抗震的重要手段之一。在碎石桩复合地基抗液化特性振动台试验研究中,基于半无限自由场原型土层的地震反应分析,在比较了目前国内外研究岩土结构地震问题振动台试验常用的3种模型箱(刚性模型箱、圆筒型柔性模型箱和叠层剪切变形模型箱)各自优缺点的基础上,设计一个可以用于振动台试验的大型叠层剪切变形模型箱。该模型箱由方钢管焊接的矩形框架和层间滚珠轴承构成,可以很好地模拟原型土层在天然地震剪切波作用下的变形特性。试验结果表明,所设计的叠层剪切变形模型箱不仅为本次试验获得成功打下了坚实的基础,还可以应用于其他岩土地震问题的试验研究。

箱形渗透试验仪中宽级配砂砾石渗流变形试验

为了解管涌现象形成和发展过程中土颗粒的移动规律,采用箱型渗透变形试验仪对不同级配的砂砾石进行了试验研究,并描述了渗透破坏过程。考虑固体介质的性质及特点,使用先进压力传感器记录试验中管涌过程,研究了宽级配砂砾石在渗流过程中的性质和特点。该试验为砂砾石的管涌破坏类型分类(发展型和非发展型)提供了合理的理论支持。

变形热箱温度对75 dtex/72 f涤纶DTY物性影响的研究

主要探讨了加弹机第一热箱温度变化对75 dtex/72 f常规涤纶DTY品种物性的影响,结果表明,第一热箱温度对涤纶DTY卷缩性能的影响远大于对强、伸性能的影响,设定第一热箱温度时应对卷缩性能予以优先考虑。

国产涤纶膨体变形长丝一步法纺丝机及技术探讨

介绍了自行研制的国产涤纶膨体变形长丝(BCF)一步法纺丝机及技术,论述了在国产丙纶BCF一步法纺丝机的基础上,通过转换设计,增加干燥装置、改进挤压机螺杆、喷丝板、牵伸系统及卷绕机,并选择适宜的生产工艺,成功生产出成品率高、断头少、后加工性能稳定、符合客户品质要求的涤纶BCF产品。

洞庭湖铁路斜拉桥先箱后桁两步施工法研究

针对洞庭湖铁路斜拉桥的结构特点,提出先箱后桁两步拼装的新方法,并对该法提出2个施工方案并进行有限元模拟和对比分析,定量研究箱、桁由于施工不同步引起的变形不协调问题。根据计算结果推荐方案2,该方案能将箱、桁变形的不协调控制在螺栓与螺栓孔间隙的可调范围内,而且可以在桥面上多点分段拼装主桁杆件以加快施工进度。该方案已被成功应用于该桥的施工并取得了很好的效果。

运载火箭贮箱排气管路中波纹管力学环境地面模拟验证分析

运载火箭贮箱排气管的主要功能是为了满足增压输送系统在测试阶段的贮箱放气和在发射准备阶段的贮箱排气需求。排气管被破坏可能导致贮箱内的推进剂在封闭环境内聚集,在严重情况下会导致火箭爆炸。利用某运载型号在加注后出现了排气管波纹管破裂的故障现象,通过构建受力模型、进行仿真分析,验证了多因素变形对排气管破裂所产生的影响。仿真分析结果显示,在极限变形情况下,波纹管组件经受交变载荷,产生疲劳,发生破裂。最后,经过1:1地面模拟试验,验证了仿真分析的有效性,同时也为排气管在火箭飞行过程中受力的后续分析提供了技术支撑。

饱和砂土地基液化特性振动台试验研究

饱和砂土地基试验是研究碎石桩复合地基抗液化性能振动台试验的先导和必要组成部分。本文采用自行研制的简易单向专用振动台和大型叠层剪切变形模型箱完成了两个饱和砂土地基模型的三次振动台试验,验证了模型箱的性能和模型地基内部的均匀性。通过量测振动过程中砂土的超静孔隙水压力,得到了饱和砂土地基液化规律以及振动加密对其抗液化能力的影响。同时,探索了饱和砂土地基液化大型振动台模型试验技术,如饱和砂土模型地基设计与制备、传感器布置、试验加载方案确定等,为今后开展此类试验提供一般的研究思路,并且为后续碎石桩复合地基振动台试验提供了必要的技术经验。

沉管挤密碎石桩加固液化土地基的振动台试验研究

以碎石桩桩网复合地基加固京沪高速铁路液化土地基为原型,对模型比例为1∶10的振动台模型试验进行研究。研究结果表明:碎石桩桩网复合地基加固液化土地基不仅提高了地基的抗液化能力,而且大大减小了地基路堤沉降;在7度抗震设防下,满足京沪高速铁路抗震设计要求。

Seismic facies response of tectonics and direction of block movement in the northeastern South China Sea

The close relationship between the structure,evolution,and resources environment of the South China Sea is a current research focus and also a focal point of our study.In this paper,we use regional seismic sections to analyze the relationship between seismic facies and the structure and tectonic evolution of the northeastern South China Sea and propose new points about the structure and the direction of block（land mass） motion.First,the tectonic features are clear and can be divided into five different structural units which are both linked and independent of each other.Second,it doesn＇t matter if the South China Sea basin pattern is extensional,weakly compressive,or strongly compressive,the regional tectonic stress field is unified.For the first time we find that two shallow subduction zones are recognized in the seismic profiles.All the tectonic blocks have accordion-fold-style structures,converging in the east,and the South China Sea exhibits different stages of basin development：growth, maturity,end,and termination.The block subduction and regional block dip directions are all aligned with the regional stress field.

高墩刚构桥边跨挂篮配合盖梁支架施工法及施工阶段受力分析

针对高墩刚构桥边跨直线段施工,提出采用挂篮配合盖梁支架施工的新方法,边跨直线段施工,按一次性绑扎钢筋、两次浇筑混凝土。介绍了这种新方法的特点、支撑体系设计及关键措施;通过数值模拟,分析了新老施工方案桥梁施工过程箱梁应力与变形,结果表明所提出的新施工方法完全可行,目前该方法已成功实施。

Enhancement of wear resistance of Ti–6Al–4V alloy by picosecond laser surface micro texturing process

A pulsed,picosecond Nd:YAG laser with a wavelength of 532 nm is used to texture the surface of grade 5 titanium alloy(Ti–6Al–4V)for minimizing its wear rate.The wear properties of the base samples and laser surface textured samples are analyzed by conducting wear tests under a sliding condition using pin-on-disk equipment.The wear tests are conducted based on the Box–Benhken design,and the interaction of the process parameters is analyzed using response surface methodology.The wear analysis is conducted by varying the load,rotating speed of the disc,and track diameter at room temperature with a sliding distance of 1500 m.The results demonstrate that the laser textured surfaces exhibited a lower coefficient of friction and good anti-wear properties as compared with the non-textured surfaces.A regression model is developed for the wear analysis of titanium alloy using the analysis of variance technique.It is also observed from the analysis that the applied load and sliding distance are the parameters that have the greatest effect on the wear behavior followed by the wear track diameter.The optimum operating conditions have been suggested based on the results obtained from the numerical optimization approach.

Closed-form solution for shear lag effects of steel-concrete composite box beams considering shear deformation and slip

Based on the consideration of longitudinal warp caused by shear lag effects on concrete slabs and bottom plates of steel beams,shear deformation of steel beams and interface slip between steel beams and concrete slabs,the governing differential equations and boundary conditions of the steel-concrete composite box beams under lateral loading were derived using energy-variational method.The closed-form solutions for stress,deflection and slip of box beams under lateral loading were obtained,and the comparison of the analytical results and the experimental results for steel-concrete composite box beams under concentrated loading or uniform loading verifies the closed-form solution.The investigation of the parameters of load effects on composite box beams shows that:1) Slip stiffness has considerable impact on mid-span deflection and end slip when it is comparatively small;the mid-span deflection and end slip decrease significantly with the increase of slip stiffness,but when the slip stiffness reaches a certain value,its impact on mid-span deflection and end slip decreases to be negligible.2) The shear deformation has certain influence on mid-span deflection,and the larger the load is,the greater the influence is.3) The impact of shear deformation on end slip can be neglected.4) The strain of bottom plate of steel beam decreases with the increase of slip stiffness,while the shear lag effect becomes more significant.

遂平制梁场沉降观测

结合遂平制梁场工程,系统地介绍箱梁预制场台座沉降观测和箱梁徐变观测的方法,并从测点布置、观测周期等方面进行深入阐述,对于类似工程具有一定的参考价值。

Closed-form solution to thin-walled box girders considering effects of shear deformation and shear lag

Considering three longitudinal displacement functions and uniform axial displacement functions for shear lag effect and uniform axial deformation of thin-walled box girder with varying depths,a simple and efficient method with high precision to analyze the shear lag effect of thin-walled box girders was proposed.The governing differential equations and boundary conditions of the box girder under lateral loading were derived based on the energy-variational method,and closed-form solutions to stress and deflection corresponding to lateral loading were obtained.Analysis and calculations were carried out with respect to a trapezoidal box girder under concentrated loading or uniform loading and a rectangular box girder under concentrated loading.The analytical results were compared with numerical solutions derived according to the high order finite strip element method and the experimental results.The investigation shows that the closed-form solution is in good agreement with the numerical solutions derived according to the high order finite strip method and the experimental results,and has good stability.Because of the shear lag effect,the stress in cross-section centroid is no longer zero,thus it is not reasonable enough to assume that the strain in cross-section centroid is zero without considering uniform axial deformation.

Welding sequences optimization of box structure based on genetic algorithm method

In this article, The genetic algorithm method was proposed, that is, to establish the box structure＇s nonlinear three-dimension optimization numerical model based on thermo-mechanical coupling algorithm, and the objective function of welding distortion has been utilized to determine an optimum welding sequence by optimization simulation. The validity of genetic algorithm method combining with the thermo-mechanical nonlinear finite element model is verified by comparison with the experimental data where available. By choosing the appropriate objective function for the considered case, an optimum weldiing.sequence is determined by a genetic algorithm. All done in this study indicates that the new method presented in this article will have important practical application for designing the welding technical parameters in the future.

Research on overall assembling and welding process of steel box girder tuyere blocks of Taizhou Bridge

This article presents in detail the assembling and welding process technique of the steel box girder tuyere blocks of Taizhou Bridge. The application of this process technique effectively solves the problem of welding stress release in tuyere block assembling and welding without increasing the number of turns of the blocks and overhead welding, thus avoiding possible structural deformation due to excessive accumulation of internal welding stress, greatly reducing the repeated deformation and correction work during assembling and welding, and ensuring the weld seam quality and overall dimensions of tuvere blocks of Taizhou Bridze.

超大跨斜拉桥多点振动台试验研究

以一座试设计主跨1400 m斜拉桥为工程背景,进行了多点振动台阵试验。试验采用包括桩基础的1∶70缩尺模型,通过层状剪切土箱模拟场地土的作用,台阵包括4个振动台,可模拟非一致地震输入。研究了半漂浮体系、弹性约束体系和辅助墩体系等不同结构体系对斜拉桥纵向地震响应的影响;进而针对辅助墩体系,研究了上塔柱区段附加耗能构件对斜拉桥横向地震响应的影响;最后通过破坏性试验研究了斜拉桥的横向破坏模式及其灾变过程。结果表明:弹性拉索体系和辅助墩体系可有效减小主塔和塔-梁的纵向相对位移;附加的耗能构件对塔顶横向相对位移的减小效果有限,但可有效降低主塔应变响应,起分散主塔受力和附加耗能作用;主塔的横向破坏模式具有明显的双塑性铰模式。