Load Transferring Mechanism on Transition Section of Composite Bucket Foundation for Offshore Wind Turbines

The composite bucket foundation(CBF) is a new kind of foundation which has been applied in the offshore wind industry. A reasonable connection pattern between the tower and the CBF top cover is crucial for load transmissions from the superstructure. Therefore, it is essential to choose an optimum structure type for the transition section. The line type and the arc transition section models were established by ABAQUS, and the internal forces of cross section were extracted along the height direction. Specifically, the force transfer mechanism for different types of the transition sections was investigated comparatively with monotonic as well as composite loadings. The results show that the curved transition structure exhibits the better mechanical characteristics under the monotonic and composite loadings, and the reason can be illustrated that its specific arc-shape structure can effectively convert the tremendous bending moment from the turbine tower into the limited tensile and compressive stresses downwards, without the occurrence of force concentration.

Design Strategy of Highway Speed Transition Section

In this paper,combined with the relevant speed theory and characteristics of the law,the current highway speed transition design problems are studied and analyzed.In the process of specific analysis,mainly combined with the characteristics of different types of highway speed changes and road section design requirements,this paper studies and analyzes the design methods of different types of highway speed transition section.And on this basis,according to the design principles and requirements of highway operation speed transition section,the paper summarizes the matters needing attention in the design of highway operation speed transition section,in order to provide certain reference value for relevant personnel.

Finite element analysis on impact of foundation treatment in bridgehead transition section upon bridge piles

In order to decrease relative settlement, foundation treatment plays an extremely important role in bridgehead transition section, especially, the situation of building the bridge piles firstly, and then processing piles. On the basis of engineering practice, the authors analyzed the influence of foundation treatment on bridge piles in bridgehead transition section by finite-element method (FEM). This research has positive significance in predicting displacement of bridge pile, directing construction of foundation treatment, and improving quality of engineering and so forth.

The Research of Urban Rail Transit Sectional Passenger Flow Prediction Method

This paper studies the short-term prediction methods of sectional passenger flow, and selects BP neural network combined with the characteristics of sectional passenger flow itself. With a case study, we design three different schemes. We use Matlab to realize the prediction of the sectional passenger flow of the Beijing subway Line 2 and make comparative analysis. The empirical research shows that combining data characteristics of sectional passenger flow with the BP neural network have good prediction accuracy.

Fine-grained gravity flow sedimentation and its influence on development of shale oil sweet sections in lacustrine basins in China

The geological conditions and processes of fine-grained gravity flow sedimentation in continental lacustrine basins in China are analyzed to construct the model of fine-grained gravity flow sedimentation in lacustrine basin,reveal the development laws of fine-grained deposits and source-reservoir,and identify the sweet sections of shale oil.The results show that fine-grained gravity flow is one of the important sedimentary processes in deep lake environment,and it can transport fine-grained clasts and organic matter in shallow water to deep lake,forming sweet sections and high-quality source rocks of shale oil.Fine-grained gravity flow deposits in deep waters of lacustrine basins in China are mainly fine-grained high-density flow,fine-grained turbidity flow(including surge-like turbidity flow and fine-grained hyperpycnal flow),fine-grained viscous flow(including fine-grained debris flow and mud flow),and fine-grained transitional flow deposits.The distribution of fine-grained gravity flow deposits in the warm and humid unbalanced lacustrine basins are controlled by lake-level fluctuation,flooding events,and lakebed paleogeomorphology.During the lake-level rise,fine-grained hyperpycnal flow caused by flooding formed fine-grained channel–levee–lobe system in the flat area of the deep lake.During the lake-level fall,the sublacustrine fan system represented by unconfined channel was developed in the flexural slope breaks and sedimentary slopes of depressed lacustrine basins,and in the steep slopes of faulted lacustrine basins;the sublacustrine fan system with confined or unconfined channel was developed on the gentle slopes and in axial direction of faulted lacustrine basins,with fine-grained gravity flow deposits possibly existing in the lower fan.Within the fourth-order sequences,transgression might lead to organic-rich shale and fine-grained hyperpycnal flow deposits,while regression might cause fine-grained high-density flow,surge-like turbidity flow,fine-grained debris flow,mud flow,and fine-grained transitional flow deposits.Since the Permian,in the shale strata of lacustrine basins in China,multiple transgression-regression cycles of fourth-order sequences have formed multiple source-reservoir assemblages.Diverse fine-grained gravity flow sedimentation processes have created sweet sections of thin siltstone consisting of fine-grained high-density flow,fine-grained hyperpycnal flow and surge-like turbidity flow deposits,sweet sections with interbeds of mudstone and siltstone formed by fine-grained transitional flows,and sweet sections of shale containing silty and muddy clasts and with horizontal bedding formed by fine-grained debris flow and mud flow.The model of fine-grained gravity flow sedimentation in lacustrine basin is significant for the scientific evaluation of sweet shale oil reservoir and organic-rich source rock.

Numerical simulation of flow field deposition and erosion characteristics around bridge-road transition section

Wind-sand flow generates erosion and deposition around obstacles such as bridges and roadbeds, resulting in sand damage and endangering railway systems in sandy regions. Previous studies have mainly focused on the flow field around roadbeds, overlooking detailed examinations of sand particle erosion and deposition patterns near bridges and roadbeds. This study employs numerical simulations to analyze the influence of varying heights and wind speeds on sand deposition and erosion characteristics at different locations: the bridge-road transition section(side piers), middle piers, and roadbeds. The results show that the side piers, experience greater accumulation than the middle piers. Similarly, the leeward side of the roadbed witnesses more deposition compared to the windward side. Another finding reveals a reduced sand deposition length as the vertical profile, in alignment with the wind direction, moves further from the bridge abutments at the same clearance height. As wind speeds rise, there’s a decline in sand deposition and a marked increase in erosion around the side piers, middle piers and roadbeds. In conclusion, a bridge clearance that’s too low can cause intense sand damage near the side piers, while an extremely high roadbed may lead to extensive surface sand deposition. Hence, railway bridges in areas prone to sandy winds should strike a balance in clearance height. This research provides valuable guidelines for determining the most suitable bridge and roadbed heights in regions affected by wind and sand.

基于DEM-FDM耦合的过渡段膨胀诱发钢轨上拱研究

研究目的:为分析涵洞过渡段地基膨胀引起的钢轨上拱响应,基于现场测试、室内膨胀试验数据,开展DEM-FDM耦合数值模拟,分析某涵洞附近路基土在膨胀范围为16 m,膨胀中心距离涵洞中心分别为0 m、5 m、10 m这三种工况下,不同膨胀率时基床填料的运动规律及钢轨的上拱响应。研究结论:(1)涵洞对于钢轨上拱位移的传递存在阻断作用,但会增大钢轨上拱的峰值,原位膨胀率下工况二的钢轨上拱峰值达到46 mm,当路基膨胀率为0.3%时钢轨上拱位移量达到无砟轨道钢轨可调节临界值(4mm);(2)过渡段钢轨上拱处同时产生轴向应力集中,其中原位膨胀率下工况二轴向应力峰值达到14.4 MPa;(3)对于膨胀区域位于涵洞下方的工况,钢轨轴向应力呈现出来的分布规律为钢轨上拱拱顶处为主拉应力状态,拱脚处为主压应力状态,因此一共包括三个压应力峰值点以及两个拉应力峰值点;(4)本文研究可为高铁涵洞过渡段路基膨胀病害解决方案的确定提供理论依据。

广东省二、三级医疗机构延续护理部门设立及运作现况调查

目的:了解广东省二、三级医疗机构延续护理部门的设立及运作情况,为医疗机构建设延续护理部门、开展延续护理提供参考和借鉴。方法:采用便利抽样法于2023年5月4日—19日选取广东省110所二、三级医疗机构的护理管理人员进行调查,调查其所在医疗机构延续护理部门的建立情况、运作情况、阻滞因素及相关建议。结果:110所医疗机构中有35所(31.82%)设立了延续护理部门,58所(52.73%)拟计划开展延续护理服务,17所(15.45%)暂无设立延续护理部门及开展延续护理的计划。已开展延续护理的35所医疗机构中,2010年前设立延续护理部门的有3所(8.57%),2010—2018年有9所(25.71%),2019年至今有23所(65.71%)。35所医疗机构延续护理运作情况良好,但在医疗收费、医院-社区联动及延续护理质量指标设置方面需进一步加强和完善。51所(46.36%)医疗机构认为设立延续护理部门开展延续护理服务无障碍,59所(53.64%)认为存在障碍,障碍因素主要包括人力资源短缺(79.66%)、经济效益受限(76.27%)、实施场地缺乏(54.24%)、不知如何开展(32.20%)、院领导不支持(23.73%)等。结论:因缺乏统一、规范的标准及指南,广东省二、三级医疗机构延续护理部门的设立及运作情况参差不齐且存在多方面争议、困惑及不足。建议从“相关政策制度、部门组织架构、信息共享与协调机制、服务收费与支付机制、延续护理质量评价指标、工作人员绩效”等方面完善延续护理部门的设立及运作,从而推进延续护理的发展,助力实施健康中国战略。

运营期纵连板式无砟轨道端刺结构位移特征

研究目的:Π型端刺锚固体系是纵连板式无砟轨道路桥过渡段限制轨道结构位移的关键部位。本文考虑轨道结构与桥梁及摩擦板、端刺与土体的非线性相互作用关系,建立轨道-桥梁-路基-端刺结构一体化计算模型,研究锚固结构服役状态下的位移特征,分析端刺与路基不同脱空位置对结构位移的影响,提出注浆填补层间脱空的增强方案,并对其可行性进行论证。研究结论:(1)端刺与路基完全脱空后,纵向位移相比脱空前大幅增加且超过了3 mm位移限值,脱空引起的路基对端刺结构摩阻力、锚固力下降会导致端刺产生超量位移;(2)摩擦板区域的脱空对端刺位移影响很小,主端刺区域脱空和完全脱空引起的端刺纵向位移只相差0.11 mm,所以主端刺区域路基脱空是引发结构超量位移的主因;(3)采用注浆方式对脱空区域路基进行加固整治后端刺的纵向位移降低了3.5 mm左右,端刺结构位移恢复到了与正常服役状况相近的程度;(4)本研究成果可为现场Π型端刺结构超量位移整治提供一定的理论依据。

某高速公路深厚软基路桥过渡段跳车病害处治研究

结合某在役高速公路路堤深厚软基桥头跳车实测累计沉降量40.60 cm病害处治工程,开展室内土工试验、理论计算及GEO5模型计算分析。结果表明:15年内的累计剩余沉降量均超规范中桥头路基容许工后剩余沉降量不大于10.00 cm要求;提出“CFG桩+路面重铺”等处治方案,进行检算校核,计算得剩余总沉降量9.76cm,表明处治设计方案较为可靠。结合工点需保通及基底存在前期已施工CFG桩特点,制定通车条件下的施工顺序及工艺,确保方案可行。

双块式无砟轨道端梁区高温拱曲影响因素及控制技术

针对高速铁路双块式无砟轨道线路路基段两头端梁区附近道床板上拱问题,采用有限元方法,研究不同温度组合、路基段长度及端梁桩土约束刚度对道床板上拱的影响规律。结果表明:道床板的温度变形是引起上拱的主因,但支承层的变形扰动及其与道床板的温度变形组合效应不可忽视;随着路基段长度的增加,上拱幅值增加趋势明显;端梁的桩土约束对上拱的影响较为复杂,在中间某一特定约束刚度时上拱达到峰值,而当约束刚度无论变大或变小,上拱都呈现变小的趋势;断开支承层对控制高温上拱变形效果不显著,断开道床板则效果显著,但需协调考虑对应区段的钢轨受力。

缆式焊丝GMAW焊缝截面侧偏行为机理分析

缆式焊丝熔化极气体保护电弧焊(gas metal arc welding,GMAW)中存在的焊缝截面侧偏现象会导致焊接接头熔合不良,基于熔滴受力分析和最小电压理论对焊缝截面侧偏现象的变化规律进行机理分析.结果表明,电流是影响截面侧偏的关键因素,由于缆式焊丝独特的绞合结构引起电弧旋转,进而导致出现熔滴受力不均的现象,熔滴过渡方向与焊丝轴线存在夹角,在熔滴冲击力的作用下导致焊缝截面出现侧偏现象,随着电流的增加,电弧对熔滴的拘束增强,熔滴过渡方向逐渐趋于轴线,因而焊缝截面侧偏的趋势随着电流增加而减小.

城市轨道交通牵引供电系统专用轨回流技术综述

近年来,为彻底解决城市轨道交通直流供电制式下杂散电流的泄漏问题,开始应用专用轨回流技术。为充分了解专用轨回流方式给城市轨道交通建设带来的变化和影响,文章首先采用对比的方法,分别从供电系统组成、牵引所间距、接地方式、接地保护、列车检修静调、限界、车辆和轨道设计几个方面与走行轨回流方式进行比较;其次,针对目前几种专用轨电分段原则的特点对其进行比对,得出专用轨只有在与折返小交路电分段对齐设置分段时对运营维护将更有利的结论;再次,针对存在多条线大架修共享同一车辆基地,不同回流方式线路间存在跨线运行的情况,简述回流方式转换段设置的工程应用案例;最后,展望未来专用轨回流技术在城市轨道交通牵引供电系统的发展方向。

CBTC系统保护区段触发策略的优化

[目的]城市轨道交通线路的CBTC(基于通信的列车控制)系统在特定场景中具有一定的局限性:当一条进路存在多个保护区段时,联锁无法根据列车的前进方向灵活选择保护区段,难以满足灵活、自动建立进路的需求,需要优化保护区段触发策略。[方法]简要介绍了CBTC系统下进路触发及保护区段设置的基本原理,列举了既有保护区段控制方案下的2个典型问题场景。提出了保护区段触发策略优化方案,即由ATS(列车自动监控)自动选择保护区段方向并交由联锁执行。以场景一(列车跳停回库)为例,根据列车动力学特征,对优化前后的列车跳停性能进行了对比分析。[结果及结论]以列车跳停回库为场景案例的分析结果表明,优化保护区段控制策略后,列车跳停的时间性能大为提升。此优化方案具有可行性,可显著提高办理保护区段的灵活性,提升列车跳停的效率。

直流余热锅炉蒸发段长度和位置变动特性的仿真分析

在直流余热锅炉变工况运行过程中蒸发段长度和位置的改变会造成锅炉管壁温度分布、工质出口参数等产生较大的波动,影响锅炉安全运行。以某立式直流余热锅炉为研究对象,建立其动态仿真模型,研究锅炉烟气流量、入口烟温、高压给水流量和给水温度分别发生阶跃扰动后蒸发段长度及相变点位置的变化规律。仿真结果表明:余热锅炉在设计工况下运行,锅炉入口烟温对锅炉蒸发段长度的影响程度最大,入口烟温阶跃升高10℃后,蒸发段迅速缩短,相变点均向锅炉管内工质入口方向移动,蒸发段长度和相变点位置恢复稳定所需时间相对较短;烟气流量阶跃升高5%后,蒸发段长度迅速缩短而后缓慢增长,沸腾点向管内工质入口方向移动距离大于蒸干点,恢复稳定所需时间较长;给水流量阶跃升高5%后,蒸发段长度迅速增长而后缓慢缩短,蒸干点向管内工质出口方向移动距离大于沸腾点,恢复稳定所需时间最长;给水温度阶跃变化20℃对蒸发段长度和相变点位置的影响很小。

深圳市24家医院极/超早产儿产房过渡期管理的横断面调查

目的了解深圳市极/超早产儿产房过渡期管理实施现状。方法2022年11月对深圳新生儿数据协作网的24家三级医院的极/超早产儿产房过渡期管理实施情况进行横断面调查,调查内容包括产前准备、产房复苏实施和新生儿重症监护室复苏后管理。根据胎龄将所纳入早产儿分为4组:<26周、26~28^(+6)周、29~30^(+6)周和31~31^(+6)周组,对结果进行描述性分析。结果共纳入140例极/超早产儿,其中<26周组10例,26~28^(+6)周组45例,29~30^(+6)周组49例,31~31^(+6)周组36例。140例极/超早产儿中,99例(70.7%)接受了产前咨询,提供产前咨询的人员以产科医生为主,占比为79.8%;产时参与复苏的人员主要为助产士(96.4%)和新生儿科住院医师(62.1%);52例(37.1%)实施了延迟脐带结扎,平均延迟时间为(45±17)s;137例(97.9%)生后采用了预热辐射台保暖;110例(78.6%)需要正压通气,其中67例(60.9%)采用T组合复苏器,42例(38.2%)应用了空氧混合仪;119例(85.0%)复苏中进行了血氧饱和度监测;完成过渡期各项措施至关闭温箱门时间的中位数为87min。结论在深圳新生儿数据协作网医院中,极/超早产儿的产房过渡期管理实施与我国相应专家共识的要求存在不同程度的差异,需要通过多中心协作的持续质量改进缩小差距,从而改善极/超早产儿产房过渡期管理的质量和结局。

基于行驶舒适性的路桥过渡段差异沉降控制阈值

为解决传统路面结构路桥过渡段差异沉降过大和二次跳车问题,结合路桥工程实践,通过将桥头搭板放置一定深度和设置两级枕梁,并将桥头搭板与枕梁现浇在一起的方式,提出一种刚柔连续过渡的桥头搭板结构,用以改善桥头路基的应力分布及变形;同时为研究不同等级公路的路桥过渡段差异沉降控制阈值,给出量化指标,通过分析桥头跳车作用机理,根据车辆振动系统输入激励与输出响应的关系,建立二维五自由度车辆振动模型,并根据不同等级公路的路桥过渡段处治情况,建立相应的计算模型,编写程序求解人体加权加速度均方根值,根据人体舒适程度分级情况确定不同等级公路的路桥过渡段差异沉降控制阈值。结果表明:高速公路一级公路、二级公路和三级公路的路桥过渡段差异沉降控制阈值为将容许搭板纵坡变化值控制在0.30%~0.40%、0.40%~0.55%、0.50%~0.75%和0.95%~1.35%,四级公路的路桥过渡段差异沉降控制阈值为台阶高度控制在0.05m以内。

隧道内长大坡道区段刚性接触网短电分相设计方案

刚性接触网锚段关节仅有8~12 m,可大幅缩短关节式电分相长度,为解决丽香铁路3处隧道内长大坡道的电分相设计难题,文章通过借鉴柔性接触网关节式电分相设计方案,重点考虑绝缘锚段关节绝缘间隙、锚段热胀冷缩等因素,修正刚性悬挂锚段关节式电分相中性段和无电区长度,并结合工程实际条件,提出刚性接触网短分相设计方案,将电分相长度缩短至23 m,并通过弓网系统动态仿真验证其弓网动态特性可满足速度160 km/h要求。方案实施后,线路动态检测达速160 km/h,刚性接触网短电分段处无明显燃弧现象,各项动态指标满足标准要求。该方案的成功应用对速度120 km/h以上复杂工况线路的接触网电分相设计有重要借鉴意义。