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Test analysis on relationship between anti-vibration performanceand chaos characteristics of vehicle suspension
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作者 张雨 任成龙 《Journal of Southeast University(English Edition)》 EI CAS 2006年第1期64-68,共5页
Based on the primary principle of anti-vibration on vehicles, a chaos description on the vibration in suspensions is put forward. The vibration curve of the suspensions of test vehicles is obtained based on the data f... Based on the primary principle of anti-vibration on vehicles, a chaos description on the vibration in suspensions is put forward. The vibration curve of the suspensions of test vehicles is obtained based on the data from a test rig for vehicle braking vs. suspension anti-vibration efficiency. The system parameters such as first inherent frequency and damp rate, as well as the chaos parameters such as the minimum embedding dimension and correlation dimension, are calculated by the vibration curve. The relationship among anti-vibration performance, chaos parameters and system parameters of vehicle suspension is presented. The research results show that the minimum embedding dimension Mmin can be used to estimate the change of the anti-vibration performance of the front suspension of the off-road jeep. The smaller Min is, the worse anti-vibration performance is. The corresponding stiffness and damp of the front suspension of the off-road jeep is smaller. Correlation dimension D2 can be used to identify different suspension types such as those of the off-road jeep and the car. The D2 of the off-road jeep is larger than the one of the car. 展开更多
关键词 VEHICLE SUSPENSION anti-vibration CHAOS
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Vibration isolation performance analysis of a bilateral supported bio-inspired anti-vibration control system
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作者 Shihua ZHOU Dongsheng ZHANG +1 位作者 Bowen HOU Zhaohui REN 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2023年第5期759-772,共14页
To achieve better anti-vibration performance in a low frequency region and expand the range of vibration isolation,a bilateral supported bio-inspired anti-vibration(BBAV)structure composed of purely linear elements is... To achieve better anti-vibration performance in a low frequency region and expand the range of vibration isolation,a bilateral supported bio-inspired anti-vibration(BBAV)structure composed of purely linear elements is proposed,inspired by the motion form of bird legs and the nonlinear extension and compression of muscles and tendons.The kinematic relations and nonlinear dynamic model considering vertical and rotational vibrations are established.The loading capacity and equivalent stiffness are investigated with key parameters.The amplitude-frequency characteristics and force transmissibility are used to evaluate the stability and anti-vibration performance with the effects of the excitation amplitude,rod length,installation angle,and spring stiffness.The results show that the loading requirements and resonant characteristics of the BBAV structure are adjustable,and superior vibration isolation performance can be achieved readily by tuning the parameters.The X-shaped vibration structure is sensitive to the spring stiffness,which exhibits a wider vibration isolation bandwidth with smaller spring stiffness.Besides,depending on the parameters,the nonlinear behavior of the BBAV system can be interconverted between the softening type and the hardening type.The theoretical analysis in this study demonstrates the advantages and effectiveness of the vibration isolation structure. 展开更多
关键词 bio-inspired X-shaped structure anti-vibration performance force transmissibility loading capacity amplitude-frequency curve
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Research on Breeze Vibration Law and Modal Identification Method of Conductor Considering Anti-Vibration Hammer Damage
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作者 Long Zhao Xudong Lu +2 位作者 Xinbo Huang Hao Yang Guoze Feng 《Structural Durability & Health Monitoring》 EI 2023年第4期283-297,共15页
In the harsh environment,the structural health of the anti-vibration hammer,which suffers from the coupled effects of corrosion and fatigue damage,is significantly reduced.As part of the conductor structure,the anti-v... In the harsh environment,the structural health of the anti-vibration hammer,which suffers from the coupled effects of corrosion and fatigue damage,is significantly reduced.As part of the conductor structure,the anti-vibration hammer is rigidly attached to the conductor,effectively suppressing conductor vibration.The conductor’s breeze vibration law and natural modal frequency are altered damage to the anti-vibration hammer structure.Through built a vibration experiment platform to simulate multiple faults such as anti-vibration hammer head drop off and position slippage,which to obtained the vibration acceleration signal of the conductor.The acceleration vibration signal is processed and analyzed in the time and frequency domains.The results are used to derive the breeze vibration law of the conductor under multiple faults and propose an anti-vibration hammer damage online monitoring technology.The results show that the vibration acceleration value and vibration intensity of the conductor are significantly increased after the anti-vibration hammer damage.The natural frequency increases for each order,with an absolute change ranging from 0.15 to 6.49 Hz.The anti-vibration hammer slipped due to a loose connection,the 1st natural frequency increases from 8.18 to 16.62 Hz.Therefore,in engineering applications,there can be no contact to determine the anti-vibration hammer damage situation by monitoring the modal natural frequency of the conductor.This is even a tiny damage that cannot be seen.This method will prevent the further expansion of the damage that can cause accidents. 展开更多
关键词 Transmission line conductor anti-vibration hammer breeze vibration modal parameter vibration characteristic
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Experimental study on the influences of cutter geometry and material on scraper wear during shield TBM tunnelling in abrasive sandy ground
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作者 Shaohui Tang Xiaoping Zhang +3 位作者 Quansheng Liu Qi Zhang Xinfang Li Haojie Wang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第2期410-425,共16页
When shield TBM tunnelling in abrasive sandy ground,the rational design of cutter parameters is critical to reduce tool wear and improve tunnelling efficiency.However,the influence mechanism of cutter parameters on sc... When shield TBM tunnelling in abrasive sandy ground,the rational design of cutter parameters is critical to reduce tool wear and improve tunnelling efficiency.However,the influence mechanism of cutter parameters on scraper wear remains unclear due to the lack of a reliable test method.Geometry and material optimisation are often based on subjective experience,which is unfavourable for improving scraper geological adaptability.In the present study,the newly developed WHU-SAT soil abrasion test was used to evaluate the variation in scraper wear with cutter geometry,material and hardness.The influence mechanism of cutter parameters on scraper wear has been revealed according to the scratch characteristics of the scraper surface.Cutter geometry and material parameters have been optimised to reduce scraper wear.The results indicate that the variation in scraper wear with cutter geometry is related to the cutting resistance,frictional resistance and stress distribution.An appropriate increase in the front angle(or back angle)reduces the cutting resistance(or frictional resistance),while an excessive increase in the front angle(or back angle)reduces the edge angle and causes stress concentration.The optimal front angle,back angle and edge angle for quartz sand samples areα=25°,β=10°andγ=55°,respectively.The wear resistance of the modelled scrapers made of different metal materials is related to the chemical elements and microstructure.The wear resistances of the modelled scrapers made of 45#,06Cr19Ni10,42CrMo4 and 40CrNiMoA are 0.569,0.661,0.691 and 0.728 times those made of WC-Co,respectively.When the alloy hardness is less than 47 HRC(or greater than 58 HRC),scraper wear decreases slowly with increasing alloy hardness as the scratch depth of the particle asperity on the metal surface stabilizes at a high(or low)level.However,when the alloy hardness is between 47 HRC and 58 HRC,scraper wear decreases rapidly with increasing alloy hardness as the scratch depth transitions from high to low levels.The sensitive hardness interval and recommended hardness interval for quartz sand are[47,58]and[58,62],respectively.The present study provides a reference for optimising scraper parameters and improving cutterhead adaptability in abrasive sandy ground tunnelling. 展开更多
关键词 Shield TBM Scraper wear cutter shape Metal material Alloy hardness
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Research on the design method for uniform wear of shield cutters in sand-pebble strata
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作者 Jinxun Zhang Bo Li +4 位作者 Guihe Wang Yusheng Jiang Hua Jiang Minglun Yin Zhengyang Sun 《Deep Underground Science and Engineering》 2024年第2期216-230,共15页
During shield tunneling in highly abrasive formations such as sand–pebble strata,nonuniform wear of shield cutters is inevitable due to the different cutting distances.Frequent downtimes and cutter replacements have ... During shield tunneling in highly abrasive formations such as sand–pebble strata,nonuniform wear of shield cutters is inevitable due to the different cutting distances.Frequent downtimes and cutter replacements have become major obstacles to long-distance shield driving in sand–pebble strata.Based on the cutter wear characteristics in sand–pebble strata in Beijing,a design methodology for the cutterhead and cutters was established in this study to achieve uniform wear of all cutters by the principle of frictional wear.The applicability of the design method was verified through three-dimensional simulations using the engineering discrete element method.The results show that uniform wear of all cutters on the cutterhead could be achieved by installing different numbers of cutters on each trajectory radius and designing a curved spoke with a certain arch height according to the shield diameter.Under the uniform wear scheme,the cutter wear coefficient is greatly reduced,and the largest shield driving distance is increased by approximately 47%over the engineering scheme.The research results indicate that the problem of nonuniform cutter wear in shield excavation could be overcome,thereby providing guiding significance for theoretical innovation and construction of long-distance shield excavation in highly abrasive strata. 展开更多
关键词 cutter wear EDEM model long-distance shield driving sand-pebble stratum shield tunnel uniform wear design method
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TBM常截面盘形滚刀破岩过程受力研究
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作者 李忠艳 刘杨 +2 位作者 张雯超 吴志强 李瑞红 《人民长江》 北大核心 2025年第1期173-179,204,共8页
针对目前工程上常用的常截面盘形滚刀受力分析问题,应用有限元方法建立了滚刀破岩的三维旋转切割模型,模拟滚刀破岩过程。通过计算得出常截面盘形滚刀破岩时的切削力,并与实验数据和文献数据进行比较,结果表明模拟的滚刀切削力与实际情... 针对目前工程上常用的常截面盘形滚刀受力分析问题,应用有限元方法建立了滚刀破岩的三维旋转切割模型,模拟滚刀破岩过程。通过计算得出常截面盘形滚刀破岩时的切削力,并与实验数据和文献数据进行比较,结果表明模拟的滚刀切削力与实际情况较为吻合,验证了仿真模拟的可靠性。同时,滚刀破岩掘进试验结果表明,所测滚刀垂直力随时间变化曲线与仿真结果一致,呈波动特征,且滚刀切削力试验值与仿真数据误差较小。进一步将模拟数据与科罗拉多矿业大学(CSM)模型对比,发现整体结果较CSM模型值偏大,但与实验值更接近。通过对仿真模型岩石强度、掘进加载速率、刀刃宽度3个因素进行参数敏感性分析,得出在相同贯入度下,垂直力随上述因素的增大而提高,但掘进加载速率对垂直力的影响较小。相关成果可为TBM隧道的掘进设计与施工提供参考。 展开更多
关键词 滚刀破岩 切削力 有限元 掘进试验 CSM模型
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刃宽对硬岩掘进影响的仿真及试验研究
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作者 尚勇 孙靖东 +3 位作者 姜海峰 许顺海 段红磊 孙朝阳 《工程科学学报》 EI 北大核心 2025年第1期13-24,共12页
滚刀在硬岩掘进中极易发生崩刃、偏磨等异常失效,研究硬岩掘进条件下刃型参数对滚刀破岩载荷和破岩效率的影响十分重要.本文采用滚刀破岩试验和仿真分析相结合的方法,从载荷曲线、破岩体积、破岩比能等方面分析了刃宽对滚刀破岩的影响.... 滚刀在硬岩掘进中极易发生崩刃、偏磨等异常失效,研究硬岩掘进条件下刃型参数对滚刀破岩载荷和破岩效率的影响十分重要.本文采用滚刀破岩试验和仿真分析相结合的方法,从载荷曲线、破岩体积、破岩比能等方面分析了刃宽对滚刀破岩的影响.基于双线性本构模型及Benzeggagh–Kenane损伤断裂准则建立了岩石材料的内聚力本构模型,通过单轴抗压试验及巴西劈裂试验对内聚力本构模型的微观参数进行了校准,并进一步建立了滚刀破岩的内聚力仿真模型.结果表明:内聚力本构模型可以准确的模拟破岩过程中岩石裂纹的萌生和扩展过程.依据裂纹的萌生和扩展情况,滚刀破岩过程主要分为三个阶段:弹性阶段、裂纹萌生–扩展阶段及岩石破坏卸载阶段.滚刀破岩载荷和破岩体积随着贯入度、刀间距和刃宽的增加而增加;破岩比能随刃宽的增加呈先减小后增大的趋势.对于所选取的硬岩,采用13 mm刃宽滚刀破岩时比能最小,破岩效率最高;7 mm刃宽滚刀破岩时无法形成贯通岩片,相邻滚刀之间仍存在岩脊,破岩效率较低. 展开更多
关键词 滚刀刃宽 Cohesive模型 线切割试验 破岩载荷 破岩效率
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振动作用下高效铣刀瞬时切削位姿偏置特性
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作者 杨帆 姜彬 +3 位作者 成远清 毕刚 范丽丽 赵培轶 《振动与冲击》 北大核心 2025年第1期30-40,共11页
受铣削振动影响,铣刀及刀齿瞬时切削位姿复杂多变,导致铣刀与工件的瞬时接触关系不断改变,使得加工过渡表面形成过程具有多变性和不确定性。利用振动作用下的铣刀及刀齿瞬时切削位姿解算模型,揭示铣刀瞬时切削位姿偏置对加工过渡表面形... 受铣削振动影响,铣刀及刀齿瞬时切削位姿复杂多变,导致铣刀与工件的瞬时接触关系不断改变,使得加工过渡表面形成过程具有多变性和不确定性。利用振动作用下的铣刀及刀齿瞬时切削位姿解算模型,揭示铣刀瞬时切削位姿偏置对加工过渡表面形成过程的影响特性;基于切削刃瞬时切削位姿与加工过渡表面的映射关系,利用表面形貌检测结果,获取铣刀瞬时位置偏置与角度偏置的变化特性;提出铣刀瞬时切削位姿偏置特性识别方法,利用铣刀瞬时切削位姿偏置的响应分析和表面形貌解算进行试验验证。结果表明,采用上述模型与方法,可有效识别出振动作用下铣刀瞬时切削位姿的偏置特性。 展开更多
关键词 高进给铣刀 刀齿 铣削振动 瞬时切削位姿 加工过渡表面
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轻便式烟苗剪叶机的设计与试验
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作者 王志凌 孙宇鸿 何培祥 《农机化研究》 北大核心 2025年第3期63-69,共7页
合理地对育苗期的烟苗进行剪叶,能增加烟苗移栽时的存活率和烟叶质量。现有的烟苗剪叶机以大中型机械为主,不适合西南地区常用的中棚漂浮育苗。为此,设计了一款轻便式自动调节烟苗剪叶机,以提高在西南地区中棚育苗棚内使用漂浮育苗技术... 合理地对育苗期的烟苗进行剪叶,能增加烟苗移栽时的存活率和烟叶质量。现有的烟苗剪叶机以大中型机械为主,不适合西南地区常用的中棚漂浮育苗。为此,设计了一款轻便式自动调节烟苗剪叶机,以提高在西南地区中棚育苗棚内使用漂浮育苗技术时的剪叶效率,减少用人成本。该机主要结构包括圆盘刀片剪切装置和剪切高度调节装置,剪切高度调节装置能保证剪叶后的烟苗高度保持在同一水平面内。试验结果表明:剪叶完成后烟苗高度标准差为2.3 mm,烟苗漏剪率为1.64%,控制精度高,满足应用需求。 展开更多
关键词 剪叶机 轻便式 高度调节 烟苗
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Cookie-Cutter集合的多重结构
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作者 顾荣宝 吴军 《安徽大学学报(自然科学版)》 CAS 1996年第1期5-9,共5页
给出Cookie-Cutter集合的一种新的多重分解,并计算其Hausdorff测度和Packing测度,得到了它们的Hausdorff维数和Packing维数。
关键词 扩张动力系统 C-C集合 多重结构 测度
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随机广义Cookie-cutter集上的随机紧测度的收敛性(英文)
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作者 廖芳芳 喻祖国 《湘潭大学自然科学学报》 CAS CSCD 北大核心 2007年第2期23-26,共4页
首先构造了[0,T]上的随机广义cookie-cutter集KT.令Kn为构造KT中的第n级集合,并在Kn上定义记忆函数.基于这个记忆函数,定义了Kn上的随机概率测度φn(τ).令Ψn(.)=Eφn(.),其中Ψn为随机测度φn的紧测度.最后证明了序列Ψn是弱收敛的且... 首先构造了[0,T]上的随机广义cookie-cutter集KT.令Kn为构造KT中的第n级集合,并在Kn上定义记忆函数.基于这个记忆函数,定义了Kn上的随机概率测度φn(τ).令Ψn(.)=Eφn(.),其中Ψn为随机测度φn的紧测度.最后证明了序列Ψn是弱收敛的且有Ψ=limΨn. 展开更多
关键词 随机广义cookie-cutter 弱收敛 紧测度 记忆函数
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广州地区复合地层大直径铁路隧道盾构选型及适应性分析
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作者 伍强 黄子木 《山西建筑》 2025年第3期135-140,共6页
盾构法施工凭借效率高、扰动小等优势已然成为隧道工程建设中常用的手段。不同工程的地质水文环境不尽相同,盾构装备能否适应地质水文环境是决定施工能否高效、安全开展的关键因素,这在复合地层大直径隧道施工时更为明显。依托广州南站... 盾构法施工凭借效率高、扰动小等优势已然成为隧道工程建设中常用的手段。不同工程的地质水文环境不尽相同,盾构装备能否适应地质水文环境是决定施工能否高效、安全开展的关键因素,这在复合地层大直径隧道施工时更为明显。依托广州南站联络线隧道工程,识别出工程区间存在盾构选型适应性、刀盘刀具磨损、大直径浅埋盾构掘进控制三种重大风险,基于此针对盾构选型、刀盘刀具、推进驱动系统进行适应性选型设计。实践证明,经针对性设计后的盾构装备在此区间地层适应性优良,能够提升施工效率,保障施工安全。 展开更多
关键词 大直径盾构 复合地层 盾构选型 盾构刀盘
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关于“Cookie-Cutter集的性质”一个注
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作者 祝颖润 《佛山科学技术学院学报(自然科学版)》 CAS 2012年第4期29-30,共2页
指出了专著"Techniques in Fractal Geometry"中关于Cookie-Cutter集的性质的一个小疏漏。
关键词 Cookie-cutter 有界畸变 分形
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基于FEM-SPG耦合的盾构滚刀破岩仿真研究
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作者 肖毅凯 董磊 《煤矿机械》 2025年第1期196-199,共4页
隧道施工过程中岩石在盾构滚刀破岩力的作用下会发生破碎,传统的有限元方法(FEM)无法探究这一现象。为解决使用FEM面临网格畸变及无法同时分析岩石破碎的问题,引入光滑粒子伽辽金(SPG)分析方法,通过FEM和SPG耦合的方式建立了滚刀回转切... 隧道施工过程中岩石在盾构滚刀破岩力的作用下会发生破碎,传统的有限元方法(FEM)无法探究这一现象。为解决使用FEM面临网格畸变及无法同时分析岩石破碎的问题,引入光滑粒子伽辽金(SPG)分析方法,通过FEM和SPG耦合的方式建立了滚刀回转切削岩石模型。结果表明:FEM-SPG方法能够有效地展示岩石的密实核破碎过程及岩渣飞溅的现象。通过与CSM模型进行对比验证,发现仿真得到的滚刀垂直力与CSM模型相比误差为1.8%,验证了模型的可靠性。该方法与模型能够为滚刀精准破岩研究及分析岩石破碎机理提供新思路。 展开更多
关键词 盾构滚刀 破岩力 回转切削岩石模型 FEM-SPG
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富水复合地层盾构下穿CFG群桩开仓换刀技术
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作者 谷星 《国防交通工程与技术》 2025年第1期81-85,共5页
根据不同的地层条件选择不同的刀具是保证盾构高效、顺利掘进的关键。郑州地铁5号线农—心区间,针对富水复合地层并下穿CFG群桩工况,设计了不同的盾构刀具配置方案,提出换刀区混凝土桩加固联合降水的常压换刀方案。对比了换刀前后各部... 根据不同的地层条件选择不同的刀具是保证盾构高效、顺利掘进的关键。郑州地铁5号线农—心区间,针对富水复合地层并下穿CFG群桩工况,设计了不同的盾构刀具配置方案,提出换刀区混凝土桩加固联合降水的常压换刀方案。对比了换刀前后各部分刀具的磨损值及磨损状态,说明刀具更换的科学性及必要性。本工程所提出的辅助作业方案有效保证地表变形在预警值范围内、掌子面稳定,常压换刀顺利实施。 展开更多
关键词 富水复合地层 下穿CFG群桩 开仓换刀 刀具磨损 素桩加固 降水井 地表沉降
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中粗砂地层大直径泥水平衡盾构刀具配置分析
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作者 姚寿齐 芦振宇 崔学军 《凿岩机械气动工具》 2025年第1期153-155,共3页
大直径泥水平衡盾构机刀具选型配置对盾构工程起到至关重要的作用。大直径盾构刀盘刀具的线速度快,从而增加了刀具磨损率,文章结合泥水盾构刀具的主要磨损形式,考虑掘进过程中的推力及扭矩等因素,对刀具进行专项加强设计,尽量达到中砂... 大直径泥水平衡盾构机刀具选型配置对盾构工程起到至关重要的作用。大直径盾构刀盘刀具的线速度快,从而增加了刀具磨损率,文章结合泥水盾构刀具的主要磨损形式,考虑掘进过程中的推力及扭矩等因素,对刀具进行专项加强设计,尽量达到中砂地层一次性掘进完成不换刀的目的,减少中途带压换刀风险及施工成本。结合具体的隧道施工项目,讲述中心鱼尾刀、高层贝壳刀、低层贝壳刀和切刮刀的配置及作用,分析刀具配置过程中存在的问题及解决方法,以期为相关研究提供参考。 展开更多
关键词 泥水盾构 刀具配置 中粗砂地层
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反吹式切焦器的开发和应用
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作者 张塞 《石油化工设备技术》 2025年第1期40-43,I0003,共5页
焦炭塔顶部结焦问题是所有延迟焦化装置焦炭塔的痼疾。传统切焦器可将焦炭塔直筒部分的焦炭切除得较为干净,而切除顶部椭圆形封头处的焦炭时,则需解除除焦程序的联锁条件。随着钻杆高度的提升,联锁解除这样的操作方式对整个除焦系统和... 焦炭塔顶部结焦问题是所有延迟焦化装置焦炭塔的痼疾。传统切焦器可将焦炭塔直筒部分的焦炭切除得较为干净,而切除顶部椭圆形封头处的焦炭时,则需解除除焦程序的联锁条件。随着钻杆高度的提升,联锁解除这样的操作方式对整个除焦系统和操作人员来说都是极为不安全的,而且也无法将顶部椭圆形封头处的焦炭彻底清理干净。针对上述问题,为保障操作人员和水力除焦设备的安全,某石化炼油厂焦化装置研发了反吹式切焦器。该设备自投用后,至今运行良好,为焦炭塔安全长周期生产提供了保障。文章介绍了该反吹式切焦器的组成、工作原理、设计计算方法和实际应用情况,希望能够为其他同类装置的清焦操作提供参考。 展开更多
关键词 焦炭塔 塔顶结焦 反吹式切焦器
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基于灰狼优化算法的盾构机刀具螺旋布局优化研究
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作者 徐亚杰 《施工技术(中英文)》 2025年第1期4-8,共5页
以济南轨道交通4号线盾构隧道为例,提出了一种基于灰狼优化算法(GWO)的刀具螺旋布局优化模型,旨在提高盾构机在硬岩条件下的性能。首先分析了影响盾构机性能的关键因素,重点探讨了岩石属性、盾构机参数及刀具设计对盾构效率和成本的影... 以济南轨道交通4号线盾构隧道为例,提出了一种基于灰狼优化算法(GWO)的刀具螺旋布局优化模型,旨在提高盾构机在硬岩条件下的性能。首先分析了影响盾构机性能的关键因素,重点探讨了岩石属性、盾构机参数及刀具设计对盾构效率和成本的影响。为优化刀具布局,开发了一个螺旋布局模型,并通过GWO算法求解。通过实际工程数据进行数值模拟,优化后的刀具布局显著降低了横向力(减少84.07%)和偏心扭矩(减少21.09%),同时x轴和y轴偏心率分别降低了54.09%和16.28%。研究结果表明,该优化模型不仅能提升盾构机的整体性能,还具有广泛的应用前景。 展开更多
关键词 隧道 盾构 刀具 螺旋布局 灰狼优化算法
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双轮铣槽机在轨道交通地下连续墙成槽施工中的应用
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作者 林博娟 《黑龙江交通科技》 2025年第1期101-103,共3页
在地下连续墙施工中液压双轮铣槽设备扮演着重要角色。通过液压双轮铣槽机,实现了高效、精准的槽缝加工,确保了槽沟的垂直度和连续性,从而保障了接缝的防水性能。该设备在北京地铁28号线东大桥站地下连续墙工程中成功应用,为大规模工程... 在地下连续墙施工中液压双轮铣槽设备扮演着重要角色。通过液压双轮铣槽机,实现了高效、精准的槽缝加工,确保了槽沟的垂直度和连续性,从而保障了接缝的防水性能。该设备在北京地铁28号线东大桥站地下连续墙工程中成功应用,为大规模工程提供了一种高效、可行的槽道施工解决方案。 展开更多
关键词 地铁 地下连续墙 液压双轮铣槽机
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Fragmentation Energy-Saving Theory of Full Face Rock Tunnel Boring Machine Disc Cutters 被引量:12
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作者 Zhao-Huang Zhang Guo-Fang Gong +1 位作者 Qing-Feng Gao Fei Sun 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2017年第4期913-919,共7页
Attempts to minimize energy consumption of a tunnel boring machine disc cutter during the process of fragmentation have largely focused on optimizing disc- cutter spacing, as determined by the minimum specific energy ... Attempts to minimize energy consumption of a tunnel boring machine disc cutter during the process of fragmentation have largely focused on optimizing disc- cutter spacing, as determined by the minimum specific energy required for fragmentation; however, indentation tests showed that rock deforms plastically beneath the cutters. Equations for thrust were developed for both the traditional, popularly employed disc cutter and anew design based on three-dimensional theory. The respective energy consumption for penetration, rolling, and side-slip fragmentations were obtained. A change in disc-cutter fragmentation angles resulted in a change in the nature of the interaction between the cutter and rock, which lowered the specific energy of fragmentation. During actual field excavations to the same penetration length, the combined energy consumption for fragmentation using the newly designed cutters was 15% lower than that when using the traditional design. This paper presents a theory for energy saving in tunnel boring machines. Investigation results showed that the disc cutters designed using this theory were more durable than traditional designs, and effectively lowered the energy consumption. 展开更多
关键词 Newly design Disc cutter FRAGMENTATION Specific energy Energy consumption
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