Study on the flow field uniformity of hydro-floating ship lift combined type hydraulic-driven system based on the residual energy theory

The hydro-floating ship lift originally invented in China is a major innovation in the field of navigation technology.The shaft water levels synchronization of its unique hydraulic-driven system plays a crucial role in reducing the torque of the synchronous shafts and ensuring the safety and stability operation of the ship lift.This study aims to investigate the muti-shaft water level synchronization and the flow velocity uniformity of the combined type hydraulic-driven system.Based on the theory of residual energy,a new index m2 proposed in this study is more suitable for evaluating the flow velocity uniformity of the combined hydraulic-driven system.Finally,the critical value of m2=75 is calculated via the results of the scaled physical mode test as the threshold of water flow uniformity,and it provides a basis for determining the reasonable height of the pressure stabilizing chamber.

Structure Analysis of Locking Mechanism of Gear-Rack Typed Ship-Lift

Contact nonlinear theory was researched. Contact problem was transformed into optimization problem containing Lagrange multiplier, and unsymmetrical stiffness matrix was transformed into symmetrical stiffness matrix. A finite element analysis （FEA） model defining more than 300 contact pairs for long nut-short screw locking mechanism of a large-scale vertical gear-rack typed ship-lift was built. Using augmented Lagrange method and symmetry algorithm of contact element stiffness, the FEA model was analyzed, and the contact stress of contact interfaces and the von Mises stress of key parts were obtained. The results show that the design of the locking mechanism meets the requirement of engineering, and this method is effective for solving large stole nonlinear contact pairs.

Finite element analysis on nut post structure of Three Gorges Project ship lift

A nonlinear finite element model of the nut post reinforced concrete (RC) structure of the safety mechanism in the Three Gorges Project (TGP) ship lift was built by ANSYS software. Some irregular structures such as the nut post and the rotary rod were divided by curved surface into a series of regular parts, and the structures were all meshed to hexahedron. Constraint equations were defined between two interfaces with different element sizes and mesh patterns. PRETS179 elements were used to simulate the preload in the tendons and the pre-stressed screws, and the loss of prestressing force was calculated. Five extreme load cases were analyzed. The stress of each part in the structure was obtained. The results indicate that the maximum compressive stress of concrete C35 is 24.13 MPa, so the concrete may be partially crushed; the maximum tensile stress of the grouting motar is 6.73 MPa, so the grouting motar may partially fracture; the maximum von Mises stress of the rotary rod is 648.70 MPa, therefore the rotary rod may partially yield.

Finite element and experimental analysis of pinion bracket-assembly of three gorges project ship lift

The pinion bracket-assembly(PBA) is a major part of three gorges project(TGP) ship lift drive system. The static strength,fatigue strength and stress distribution of hinge pin of PBA were analyzed by ANSYS, and the structure of PBA was optimized. The results show that after the optimization, the maximum comprehensive stress is 259.59 MPa, the maximum fatigue cumulative damage of weld joints is 0.94 and the maximum vertical deformation of hinge pin is 0.14 mm. The elastic deformation, hydropneumatic spring cylinder(HSC) load response and the vibration characteristics of PBA were studied by the bearing test when PBA bore the load caused by different water level errors. The results indicate that when the water level of ship chamber ranges from 3.4 m to 3.6 m,the vertical elastic deformation of the pinion shaft is between-8.58 and 10.50 mm. When upward outage-load(1580 k N) is imposed by the test-rack, the vertical elastic deformation of the pinion shaft is 13.42 and 14.07 mm and HSC load response is 795.80-800.80 k N. In the process of imposing load on the pinion by the test-rack, the maximum vibration amplitude and acceleration of PBA internal components are 0.37° and 2.67 rad/s2, respectively; the maximum impact on the pin caused by vibration is 19.89 k N; the pinion shaft vertical displacement and HSC load response do not fluctuate. There is a great difference between the frequency of meshing force of the pinion and the rack(1.06 Hz) and first-order natural frequency of PBA(8.41 Hz), thus PBA will not resonate.From all above, PBA meets the static strength and fatigue strength requirements. The vibration of PBA internal components has no effect on the vertical displacement of the pinion shaft, HSC load response and smooth operation of PBA. There is a liner relationship in the ratio of 2:1 between the thrust imposed by the test-rack and HSC load, thus HSC can limit the load imposed on the pinion.

Design and implementation of an expert system for remote fault diagnosis in ship lift

In this paper an expert system for remote fault diagnosis in the ship lift was developed by analysis of the fault tree and combination with VPN. The fault tree was constructed based on the operation condition of the ship lift. The diagnosis model was constructed by hierarchical classification of the fault tree structure, and the inference mechanism was given. Logical structure of the fault diagnosis in the ship lift was proposed. The implementation of the expert system for remote fault diagnosis in the ship lift was discussed, and the expert system developed was realized on the VPN virtual network. The system was applied to the Gaobaozhou ship lift project, and it ran successfully.

面向船舶吊装工艺安全评估的有限元快速建模方法研究

分段吊装是船舶建造中的一项重要工艺,为精准模拟船舶吊装作业过程中眼板结构节点的应力分布,在船舶吊装有限元强度计算时眼板区域需进行细网格计算.基于由几何方法添加辅助硬点并生成过渡单元的思路,提出了一种眼板有限元细网格快速生成方法.在粗网格的基础上,将眼板几何模型进行网格细化并根据布置位置与粗网格相连接.基于HyperMesh二次开发,编制了实用可靠的程序,提高了眼板的建模计算效率.

多种通航建筑物组合布置的通过时间研究

山区航道高水头通航建筑物多采用船闸、升船机、隧洞和中间渠道组合布置的形式。多种通航建筑物组合布置时,各通航建筑物的通过能力相互制约和影响,计算较为复杂。结合工程实际,在通过能力计算中,分析了通过各建筑物时间的匹配性及其对通航效率的影响,指出在组合布置通航建筑物时,应以船闸或升船机1次运行时间为基础,复核计算通航隧洞、辅助闸门等其他通航建筑物的1次运行时间是否小于基础时间,当大于基础时间时,应合理调整组合形式、布置形式和建设规模,成果可为类似工程提供参考。

增建升船机恢复海河航运功能的设想

通过对海河通航及旅游业发展现状的分析,提出在保持二道闸现有功能和结构的前提下,可考虑在此处修建升船机,打通海河下游航道,使得游船可通过二道闸,实现海河全线通航,后续可带动海河沿岸服务产业和货运运输,以此促进天津航运经济发展。

基于改进NSGA-Ⅱ的破损沉船起吊力优化

沉船打捞工程中,按照工程经验布置的起吊力参数(位置和大小)容易使得破损沉船起吊时的内力(剪力和弯矩)较大,可能导致沉船起吊断裂,尤其当沉船存在破损时,起吊断裂的可能性大大增加。为此,从梁弯曲理论出发,针对沉船起吊时的受力特点建立了以起吊力参数为输入,以内力分布为输出的沉船内力数值计算模型;基于该计算模型,以起吊力参数为优化变量,以内力峰值为优化目标,建立了起吊力参数优化模型;采用改进的NSGA-Ⅱ算法进行优化计算。以某破损沉船为对象,通过MATLAB实现建模与优化计算,结果表明:优化后的剪力峰值下降约22.72%,弯矩峰值下降约16.13%。

升船机全生命周期BIM应用研究

目前对于通航建筑物的BIM技术应用通常局限于设计或者施工等单个阶段,缺乏对其全生命周期的BIM应用。以某升船机工程为例,将BIM技术引入其设计、施工、运维的各个阶段。在设计阶段,基于Bentley平台对升船机进行了三维模型搭建,在此基础上应用ANSYS对其进行了有限元数值仿真,应用Lumion对其进行了可视化虚拟仿真;在施工阶段,利用Microsoft Project和Synchro Pro进行了施工进度管理和施工仿真模拟;在运维阶段,借助IDEA编辑器、VSCODE软件和MySQL等软件进行代码编写,构建了基于BIM技术的智慧运维管理平台。实践表明:在升船机全生命周期中运用BIM技术,提高了设计的准确性和协同性,加强了施工的协调性,运维管理平台的搭建实现了BIM模型展示、升船机水位和状态监测等功能,为升船机运维管理提供了决策支持。研究成果可为BIM技术在类似水利工程设计、施工、运维等全生命周期的应用提供参考。

邮轮上层建筑分段吊装评估与参数敏感性分析

针对邮轮上建采用的钢板较薄,且舷侧大开孔密集,结构刚度较弱,在上建吊装过程中容易出现结构或者舾装件损伤的问题,总结邮轮上建分段吊装的评估流程,以一极地邮轮上建分段为例,开展吊装方案设计,并利用有限元对结构应力、分段整体位移与舷侧开孔局部位移进行计算评估,利用线性回归方法对吊装参数进行敏感性分析,结果表明,邮轮上建舷侧结构的局部相对位移评估十分有必要,相对于应力和整体位移,为主控因素,且垂向位移是局部位移评估的主控参量;结构应力与开孔局部位移对吊耳布置更敏感,整体位移对临时补强更敏感。

百色水利枢纽通航设施工程建设方案

百色水利枢纽最大通航水头为113.80 m,上游库区水位变幅大,下游右江水位变化速率快,航运用水会对枢纽发电效益产生影响,建设通航设施面临高水头通航、节约水资源、降低对已建设施安全与运行影响等技术难题,建设方案应实现高效通航、运行可靠、维护便利、投资经济等多重目标协同效果最优。百色水利枢纽通航设施工程采用船闸与升船机组合方案、升船机与升船机组合方案、单级升船机方案和多级船闸方案进行技术经济比选,推荐船闸与升船机组合方案,其发挥了船闸适应大水位变幅和升船机提升高度大、过闸时间短的技术优势,并对升船机形式进行比选,推荐的船闸与全平衡卷扬式垂直升船机组合方案能够实现高效通航、运行可靠等建设目标。为实现高坝通航提出了新思路,对类似工程建设及规范修编具有积极的借鉴意义。

邮轮薄板分段吊装线性与非线性分析

采用线性、材料非线性、几何非线性及双非线性方法对一典型邮轮薄板分段结构开展应力、位移的对比分析,并基于补强后的结构模型,开展线性有限元方法适用时极限舾装/结构重量比的计算。结果表明,薄板结构吊装需要考虑双非线性的影响,线性计算的得到应力和位移比双非线性大,采用线性计算的应力进行补强时会造成结构偏安全,对成本控制不利。结构的最大位移是由吊耳与分段连接处的局部刚度决定的,连接处局部刚度越弱,结构的几何非线性越明显。在吊耳与分段连接处补强足够的情况下,分段的舾装/结构重量比低于103%时,可以采用线性分析,但应力偏大约10%。

进出口大宗货物“船边直提”“抵港直装”监管机制与风险防控

为深入落实党中央、国务院优化口岸营商环境坚持稳中求进工作总基调的决策部署,张家港海关基于风险控制理念优化进出口货物“船边直提”“抵港直装”监管模式,积极探索开展扩大进出口货物“船边直提”“抵港直装”试点工作,更好服务市场主体,筑牢国门安全防线。研究表明建立“船边直提”“抵港直装”风险控制体系不仅能够提高进出口货物通关效率,同时能够防范化解重大风险。该研究为符合条件的港口推行“船边直提”“抵港直装”监管模式风险防控提供了参考。

升船机施工技术的工程实例分析与实践经验

升船机施工技术的工程实例分析与实践经验总结揭示了在某船厂2000吨级升船机项目中的关键成果。该工程充分考虑了船型、场地条件和河道条件等多方面因素,选择了卷扬式垂直升船机,展现了水域占用范围小、运行效率高、安全可靠等优势。实施过程中,通过卷扬机拉力试验、空载同步修正试验等严格的厂内试验和调试,保障了升船机的结构和性能满足要求。

景洪水力式升船机的智能安全调度运行关键技术研究与系统实现

水力式升船机是我国具有自主知识产权的新型升船机,其中调度系统安全是确保水电站长期稳定运行的关键。基于景洪电站水力式升船机的工程实践,构建了水力式升船机智能安全调度和安全管理系统,实现了智能调度申请、设备状态监测、扭矩分析监测和智能预警等功能,有效提升了水力式升船机调度运行的规范性、智能性、安全性和稳定性。

1000 t级超大型升船机承船厢结构有限元仿真

根据升船机承船厢结构特点,对承船厢模型进行合理简化;利用三维建模软件CATIA建立升船机承船厢三维模型,利用有限元分析软件Abaqus建立升船机承船厢1/4结构有限元模型;根据升船机运行中重点关注的常载、超载和锁定3种重要工况,设定有限元模型载荷及边界条件,采用有限元法对1000 t级超大型升船机的承船厢结构进行仿真分析,通过静强度和刚度的计算分析,验证承船厢结构的安全性和可靠性。研究所采用的计算方法简便可靠,能够全面反映承船厢结构的受力特性,对升船机的设计、制造和后期运行监测具有重要的指导意义。该计算方法可推广应用于类似类型的升船机承船厢结构的设计和改造。

水位波动对三峡升船机运行的影响

三峡升船机水位波动受电站调峰、船闸泄水等因素影响,变化非常复杂,下闸首水位变率可达0.9 m/h。三峡升船机运行期间,水位波动导致的停机故障占比约29%,经常影响升船机运行安全。通过收集升船机运行停机故障数据并展开分析,研究水位波动对升船机运行的影响,并从运行对接前期、船厢与闸首对接期间、开船厢门期间、船厢与航道连通期间4个阶段提出水位监测应对建议。在易受水位波动影响的敏感环节应提前做好水位趋势预判,掌握水位波动规律,及时采取相应措施避免三峡升船机发生停机故障。

钢丝绳卷扬提升式垂直升船机液压动态调平控制方法

钢丝绳卷扬提升式垂直升船机运行过程中,钢丝绳之间受力不平衡造成拉伸长度不均,导致船厢纵倾。为此,提出一种升船机液压动态调平控制方法。根据运动学原理建立液压的钢丝绳、液压缸及其活塞动力函数后,构建液压管道连通函数。运用比例放大装置、比例调速阀、液压缸与传感器搭建液压调平系统闭环传递函数。采用双输入三输出的动态矩阵、模糊理论设计控制装置,通过隶属度函数、加权平均算法求解最佳控制参数。根据此参数动态调整控制装置,实现液压平衡。实验结果表明,所提方法调平控制精度高,且控制用时短,能够有效保证升船机液压安全稳定。

升船机下闸首工作闸门仿真分析及优化设计

升船机下闸首工作闸门作为升船机的重要组成部分,主要用于控制和调节升船机的水位以及保障通航船只的安全进出。采用CATIA软件建立升船机下闸首工作闸门的精确参数化三维模型,并利用Abaqus软件建立与实际情况相符的有限元模型。在常载工况下,设定适当载荷和边界条件,通过有限元分析校核闸门结构的安全性和可靠性。根据有限元计算结果进一步对闸门结构进行优化,以降低闸门质量为目标,采用参数化方法定义设计变量,包括板厚、主梁间距等。通过修改闸门参数,再次进行有限元分析,以验证优化后的闸门结构的安全性和可靠性。经过优化设计成功实现了闸门质量降低21.3%的优化效果。所采用的CATIA和Abaqus软件相结合的方法简便可靠,能够全面反映闸门结构的受力特性。通过有限元分析和优化设计,成功提高了升船机下闸首工作闸门的质量,进一步增强了其安全性和经济性。