Research on Energy Efficiency Characteristics of Mining Shovel Hoisting and Slewing System Driven by Hydraulic-Electric Hybrid System

Mining shovel is a crucial piece of equipment for high-efficiency production in open-pit mining and stands as one of the largest energy consumption sources in mining.However,substantial energy waste occurs during the descent of the hoisting system or the deceleration of the slewing platform.To reduce the energy loss,an innovative hydrau-lic-electric hybrid drive system is proposed,in which a hydraulic pump/motor connected with an accumulator is added to assist the electric motor to drive the hoisting system or slewing platform,recycling kinetic and potential energy.The utilization of the kinetic and potential energy reduces the energy loss and installed power of the min-ing shovel.Meanwhile,the reliability of the mining shovel pure electric drive system also can be increased.In this paper,the hydraulic-electric hybrid driving principle is introduced,a small-scale testbed is set up to verify the feasibil-ity of the system,and a co-simulation model of the proposed system is established to clarify the system operation and energy characteristics.The test and simulation results show that,by adopting the proposed system,compared with the traditional purely electric driving system,the peak power and energy consumption of the hoisting electric motor are reduced by 36.7%and 29.7%,respectively.Similarly,the slewing electric motor experiences a significant decrease in peak power by 86.9%and a reduction in energy consumption by 59.4%.The proposed system expands the application area of the hydraulic electric hybrid drive system and provides a reference for its application in over-sized and super heavy equipment.

Theoretical coupling longitudinal-transverse model and experimental verification of transverse vibration of rope for multi-rope friction hoisting system

Using the mass of time-varying length balance rope focused on the hoisting conveyance, the coupling longi- tudinal-transverse model of mine friction hoist was established by using of the Hamilton＇s principle. The modified Galerkin＇s method was used to discretize partial differential Eqs. The mine hoisting system was used to the example to analysis the relation between the load, velocity and transverse vibration of rope. The in situ tests were illustrated to evaluate the proposed mathematical model. The results showed that the modeling method can well represent the transverse vibration of rope.

Study on the instability of airflow in mine hoisting-shaf

In order to discover the airflow pattern in mine shaft which outfitted with hoist equipment （HE）, this paper set up the physical model and anatomized the piston-wind caused by hoist equipment, and researched the flow field and velocity field around the hoist equipment during its moving process, and analyzed the airflow around single and couple hoist equipment as well as decisive range of piston effect and additional effect of hoist equipment to ventilation system. Research conclusion indicate that during hoist equipment movement, airflow pattern changes repeatedly because of the influence of pis-ton effect from hoist equipment, and the study of airflow stability in shaft is the foundation for the stability of ventilation in mine.

Research on temperature rise of hoisting machine disk brake

A mathematical model and finite element model for analysis of temperature rise of the hoisting machine brake sys- tem was constructed, limit conditions were defined, and the law of temperature rise of brake shoes during emergent brake course was analyzed and calculated by using finite element software. By analyzing the calculation results, the law of tempera- ture change of surface of brake disk and shoes during the braking process was found. The law of brake shoes surface tempera- ture distribution and the law of temperature change along with thickness of brake shoes at brake time 0.5 s, 1.0 s and 1.5 s was analyzed. A hoisting machine emergent braking test was carried out. Finally, the author concluded that velocity rebound in the process of hoisting machine emergent brake is due to decreased friction coefficient caused by the temperature rise of the brake shoes surface.

Study of Movement Reliability for Hoisting Jack under a Rocket Launcher Vehicle

The transmission mechanism of a jack is required to support the combat vehicle reliably within a very short time. So reliability research is very important because the mechanism completes motions required under the conditions within limited time. If the transmission mechanism of the jack supports the rocket launcher steadily, it needs to go through several stages as follows ： unlocking, starting, operating, braking, stopping, fixing position and locking. The transmission mechanism of the jack is a complicated and single degree of freedom mechanical system; it can be considered an imaginary mechanical model that has an equivalent moment of inertia and equivalent torque. According to the characteristics of each supporting stages, dynamics equations of the mechanism are established. At the stages of starting and operating, a driving moment and resistance moment are dealt with for a Normal distribution. The design principles for movement reliability of completing action are established and the design principles for time reliability of completing action within a limited time are established. Finally, movement reliability of the transmission mechanism of the jack is 0. 9 852, according to our calculation. Reliability of time to complete action is 0. 9 943.

Water hammer in coarse grained solid liquid flows in hydraulic hoisting for ocean mining

The particles of polymetallic nodules in hydraulic hoisting flows that are used for mining in deep sea are rather coarse, therefore their flow velocity is smaller than that of the surrounding water. The characteristics of solid liquid flows such as their density, concentration, elastic modulus and resistance were discussed. The wave propagation speed and the continuity and momentum equations of water hammer in coarse grained solid liquid flows were theoretically derived, and a water hammer model for such flows was developed.

基于动态贝叶斯网络的装配式建筑吊装施工安全风险分析

针对装配式建筑吊装施工期间风险影响因素多、不确定性高及风险状态随时间动态变化等问题,提出基于动态贝叶斯网络的装配式建筑吊装施工安全风险动态分析方法。首先,根据装配式建筑吊装施工特点和事故致因理论,从“人、物、环、管”4个方面建立风险指标体系。其次,引入时间维度建立动态贝叶斯网络模型,利用模糊理论和专家打分法量化网络节点的概率,并结合Leaky Noisy-or Gate扩展模型修正条件概率。最后,利用动态贝叶斯网络的双向推理功能对装配式建筑吊装施工安全风险进行动态风险分析。由实例分析得到某装配式建筑吊装施工安全风险的时序变化曲线,通过反向推理得到导致吊装事故发生的关键风险因素。研究成果可为分析和有效控制装配式建筑吊装施工安全风险提供新思路。

基于深度学习与机器视觉的起重机吊装安全监测方法

随着我国经济的快速发展,各类大型工程层出不穷,对起重机吊装作业的需求不断增加。然而,吊装作业过程中依然存在众多的安全隐患,极易造成人员伤亡等安全事故。因此,该文提出一种基于深度学习和机器视觉的起重机吊装安全监测方法。将深度学习与机器视觉相结合对监控图像中的被吊物和工人进行识别和定位,同时可自主判断工人是否佩戴安全帽。根据监测模型的识别和定位信息,获得工人与被吊物之间的空间关系,为起重机吊装过程提供安全预警信息。为了提高所提方法的实用性和便携性,开发一个起重机吊装安全智能监测系统,不仅可以实时显示监控图像的识别结果,而且能够输出场景的语义描述、发出安全预警信号。

基于SAPAD-QFD的施工升降机驾驶室设计研究

目的 为提高施工升降机驾驶员工作效率,改善其工作体验,设计出满足驾驶员实际需求的施工升降机驾驶室。方法 以SAPAD理论和QFD理论为理论框架,梳理出用户需求及与其对应的设计特征,并在此基础上开展设计实践。首先,通过观察法和访谈法来获取驾驶员日常行为信息,根据SAPAD理论完成“行为-产品-意义”的映射分析,并借助聚类分析法获取用户需求;其次,利用AHP法对用户需求进行权重分析并计算权重值;最后,根据QFD理论构建施工升降机驾驶室的质量屋,将各项用户需求转化为设计特征,指导设计实践。结果 根据研究结果,提出一种符合驾驶员实际需求的施工升降机驾驶室设计方案。结论 SAPAD理论与QFD理论的综合应用,一方面可以挖掘出用户的核心需求,另一方面增加了设计方案的科学性,在优化施工升降机驾驶室用户体验的同时,也为其他工业产品设计提供了有价值的参考。

装配式建筑吊装施工安全关键风险分析的改进DEMATEL方法

为了解决装配式建筑吊装施工安全风险评估体系缺失、演化路径不清的共性问题,提高施工安全科学管理水平,提出了一种基于改进决策试验与实验室评估法(Decision Making Trial and Evaluation Laboratory,DEMATEL)的关键风险识别与演化路径分析方法。基于扎根理论构建装配式建筑吊装施工安全风险评价指标体系,利用基于组合数有序加权算子(Combination Ordered Weighted Averaging,C-OWA)改进直接影响矩阵,建立DEMATEL模型决策矩阵,并通过因果关系图识别关键风险因素,探究关键风险演化路径,以武汉市某工程项目为背景开展实证研究。结果表明:该项目存在X_(1)(工人的专业水平与素质差)、X_(5)(工人的技能培训与安全教育不到位)、X_(15)(人员没有进行定期的安全培训)、X_(18)(现场施工安全管理水平低)、X_(19)(风险意识缺乏)等关键风险因素;在4条基础路径和2条复合路径中,复合路径的权重高于基础路径,随着关键风险之间直接和间接作用的复杂化,发生风险事件的可能性将逐步增加;复合路径除了通过基础路径与关键风险耦合得到以外,还可以通过基础路径的相互作用演化得到。

千万吨级主井高速大载重提升技术研究与应用

以千万吨级“双超”矿山——思山岭铁矿主井提升系统建设为背景,从主井提升系统方案、竖井提升运行安全间隙研究、大型化提升技术装备应用、大型主井井塔布置等方面综合论述了主井提升系统参数确定所开展的研究工作以及设计建设采用的新技术、新装备。思山岭铁矿主井提升系统的建设将对我国类似矿山竖井高速大载重提升系统的建设实施具有较强的标杆示范意义。

马鞍山长江公铁大桥主航道桥中塔下横梁施工关键技术

马鞍山长江公铁大桥主航道桥Z4号中塔采用空间四肢A形钢-混组合塔,横向两塔肢间设下横梁,下横梁间设3道系梁,纵向两塔肢间不设置横梁。下横梁采用支架法分层浇筑施工。下横梁施工支架采用落地式钢管支架配套模板体系,受力性能满足要求;通过有限元计算比选下横梁混凝土分层浇筑方案并进行优化,采取(5.5+2.5)m分层方案,上、下层混凝土分别分为2块、3块分层分块浇筑;通过低温升、易泵送、高抗裂的C60混凝土研制、下横梁与塔柱倒弧结合面抗裂措施优化、分块间接缝构造形式及施工工艺优化、下横梁与系梁混凝土浇筑施工组织优化、混凝土温度智能化监控、预应力束张拉时机控制等混凝土防裂措施,有效解决了下横梁大体积混凝土易开裂的难题。

井筒提升机数字孪生系统研究

为解决矿井提升系统虚拟化、数字化程度低的问题,提出基于数字孪生的井筒提升机数字化建模三维可视化与虚实交互的方法。面向井筒提升机系统,基于数字孪生五维模型框架,分析设备运行机理,对井筒提升机进行全物理属性的数字化系统建模。构建多维多尺度模型和多维异构数据模型,搭建孪生数字场景,结合虚实映射技术实现虚拟、物理场景两者的动态映射与虚实交互。以Unity3D虚拟引擎来搭建平台,集成上述功能,实现系统的数字化虚实映射与三维可视化。以某井筒提升机为应用对象,设计并开发了井筒提升机数字孪生系统,为井筒提升机数字孪生模型构建方法的实现提供了参考。

FBG传感器在起重机械局部损伤监测中的应用研究

光纤布拉格光栅(Fiber Bragg Grating,FBG)传感器自身应变传递特性和敏感范围波动较大,在应用过程中缺少结合被测结构性能和FBG传感器本身结构特点的应用方法。为此,研究FBG传感器在起重机械局部损伤监测中的应用。根据起重机械的内部振动状况构建损伤模型,在FBG传感器光纤的同一位置放置两个不同的Bragg光栅,并根据波长变化采集局部损伤数据,将采集到的数据输入自回归滑动平均模型(Autoregressive Moving Average Model,ARMA)中,提取损伤状态,完成起重机械局部损伤监测。实验结果表明,所提方法的反馈时间低于0.25 ms,监测到的应变数据与实际应变数据差距相近,监测的损伤部位与设定损伤部位一致,证明该方法监测反馈效率和监测精度高,监测效果好,适用于各种环境下的起重机械局部监测工作。

基于WSR-IM的装配式预制构件吊装施工安全评价

装配式建筑预制构件吊装施工相较于传统建筑吊装作业的施工安全风险更加具有多样性和复杂性,为准确有效的评估装配式建筑预制构件吊装施工的安全风险状态,识别出关键风险因素,在多因素耦合视角下构建预制构件吊装施工安全事故致因模型。基于施工单位责任视角,首先采用WSR方法论从“物理-事理-人理”三个层面识别并筛选出预制构件吊装施工安全风险影响因素20个,其次利用可以削弱主观因素影响的C-OWA算子构建改进相互作用矩阵进行风险耦合分析,最后用实例验证该方法实用性。结果表明:该项目整体风险等级偏强,项目管理者应该重视预制构件吊装风险的预防和管控,通过采取有效的防御措施,对施工过程中的高权重风险因素进行控制,降低发生重大安全事故的概率。

大跨径刚性悬链桁架桥不带加劲弦顶推施工技术

针对悬链形上加劲连续钢桁梁桥建造,提出不带加劲弦多点同步顶推施工技术,在边跨设置拼装平台,在中跨设置临时墩,分段拼装,顶推钢桁梁,最后吊装合龙加劲弦。在施工中,设置大临结构,以减小钢桁梁的悬臂长度,适应了钢桁梁拼装及顶推装置布置的要求;采用同步控制系统与纠偏装置,解决了多点同步顶推与钢桁梁线性控制的难题;通过有限元仿真分析,验证了顶推过程的可行性;采用落梁法,解决了钢桁主梁合龙及加劲弦合龙的难题。

工业遗产项目钢结构施工关键技术研究

通过大运河杭钢工业旧址综合保护项目的实施,对钢结构加固、新建工程施工难点及其对应关键技术进行了深入研究及总结,主要包括大型钢结构斜桥的分段拆除安装、老旧钢结构管道保护施工、高炉炉体的高空大面积炉体防腐施工及室内大型幕墙龙骨安装。通过上述技术研发与应用,项目钢结构得以顺利实施,为其他项目提供了参考。

多绳摩擦提升机多连杆锁绳装置的设计与优化

针对现有锁绳装置锁绳低效、松绳困难、锁绳力不足等问题,设计出一种能够实现在各种载荷工况(尤其重载)下安全、高效地进行锁绳作业的提升钢丝绳锁紧装置(简称锁紧装置)。使用SolidWorks对锁绳装置进行三维建模,采用ANSYS对锁绳装置进行有限元分析;然后对锁绳装置关键部位第一连杆进行优化设计,采用中间复合材料设计方法获得初始优化数据组,并且使用Kriging模型建立响应面模型;最后采用多目标遗传算法进行优化。优化结果显示:第一连杆变形量减小17.46%,最大等效应力减小16.18%,显著提高了锁绳装置的综合性能,为矿井的安全、高效生产提供了保障。

轮辐式索承网格屋盖钢结构单道胎架施工技术

泰安体育场作为山东省泰安市的新地标,其钢结构屋盖采用轮辐式索承网格结构,通过68榀径向索和1道中央环索形成张拉结构体系,最大悬挑跨度为45 m。通过数值分析对施工过程进行了精细化稳定性分析,针对不规则构件吊装的工程技术难点,进行了吊装方案的设计与优化;考虑到成本控制与施工周期,极具创新性地采用了径向单道胎架作为屋盖施工过程中的临时支撑,结合工程实际情况设计了胎架转换结构,并对单道胎架整体在多种可能的荷载组合作用下进行验算与校核。通过对体育场屋盖施工全过程的模拟以及对安装过程中的重难点进行优化分析,为现场施工的安全顺利开展提供了技术保障,可为其他类似采用单道胎架施工方法的工程提供施工方案设计的新思路。