Axial Vibration Analysis of the Mud Recovery Line on Deepwater Riserless Mud Recovery Drilling System

The series connection of multistage pumping module is the common concept of deepwater riserless mud recovery drilling system. In this system, the influence of the mass of pumping module on the vibration of mud recovery line cannot be ignored, and the lumped mass method has been utilized to discretize the mud recovery line. Based on the analysis of different boundary conditions, the paper establishes the axial forced vibration model of the mud recovery line considering the seawater damping, and the vibration model analysis provides the universal solution to the vibration model. An example of the two-stage pumping system has been used to analyze the dynamic response of mud recovery line under different excited frequencies. This paper has the important directive significance for the application of riserless mud recovery drilling technology in deepwater surface drilling.

A Laser Line Scanner Based Hole Position Correction Mechanism for Automatic Drilling and Riveting in Aircraft Assembly

The low-stiffness of aircraft skins may results in the differences between aircraft actual parts and their theoretical models,which will consequently affect the accuracy of automatic drilling and riveting in aircraft assembly.In this paper,a novel approach of hole position correction using laser line scanner(LLS)is proposed to assign a single row of holes on the parts’surfaces.First,we adopt a space circle fitting method and the random sample consensus(RANSAC)to obtain the precise coordinates of center of the datum holes’coordinates.Second,LLS is calibrated by the laser tracker,and the relations between the LLS coordinate system and the tool coordinate system(TCS)can be calculated.Third,the kinematics model of the automatic riveting machine is established based on a two-point referencing strategy proposed in this paper.Thus,the positions of the holes to be drilled can be adjusted.Finally,the experimental results show that in TCS the measurement error of LLS is less than 0.1 mm,and the correction error of the hole position is less than 0.5 mm,which demonstrates the reliability of our method.

Research on Stress and Strength of High Strength Reinforced Concrete Drilling Shaft Lining in Thick Top Soils

High strength reinforced concrete drilling shaft linings have been adopted to solve the difficult problem of supporting coal drilling shafts penetrating through thick top soils. Through model experiments the stress and strength of such shaft linings are studied. The test results indicate that the load bearing capacity of the shaft lining is very high and that the main factors affecting the load bearing capacity are the concrete strength,the ratio of lining thickness to inner radius and the reinforcement ratio. Based on the limit equilibrium conditions and the strength theory of concrete under multi-axial compressive stressed state,a formula for calculating the load-bearing capacity of a high strength reinforced concrete shaft lining was obtained. Because the concrete in a shaft lining is in a multi-axial compressive stress state the compressive strength increases to a great extent compared to uni-axial loading. Based on experiment a formula for the gain factor in compressive strength was obtained: it can be used in the structural design of the shaft lining. These results have provided a basis for sound engineering practice when designing this kind of shaft lining structure.

Dynamic Responses of Long-Span Transmission Tower-Line System Subjected to Broken Wires

A macroscopic finite element modeling approach was proposed to calculate the vibration of a tower-line system subjected to broken wires with software ANSYS/LS-DYNA. In the finite element model, not only the nonlinearity of wires and suspension insulators are considered, but also the support towers are included. The incremental and iterative approaches are combined by applying the unbalanced loads incrementally during each iteration cycle. The approach was illustrated with an example of a Hanjiang- River long-span transmission line system subjected to a shield wire and a conductor failure, respectively. The analysis results showed that the proposed dynamic simulation approach can demonstrate the kinetic process of the tower-line system subjected to wire ruptures： The frequencies of line components were lower and densely distributed, but the frequencies of tower components were higher and sparsely distributed. Anyhow, the dynamic effects of wire ruptures on tower-line system could not be ignored in analysis of tower-line system subjected wire failures.

Over Voltage Fault due to Disconnection of Consumer’s Transformer Neutral Wire

Practically,the load currents in three phases are asymmetric in the power system.It means that the impedances are different in all three phases.If the consumer’s transformer neutral cut off and/or was disconnected from the neutral of power supply source,then there will be some trouble and failure occurred.The current in the neutral wire drops down to zero when the neutral wire is cut off and the phase currents of all three-phase equal to each other since there was no return wire.The currents are equal but the voltages at the phase consumers are different.Especially for residential single-phase consumers,the voltage at the consumers of the phase varies differently for three phase systems when the neutral wire was disconnected at consumer side and even the voltage at the consumers one or two of those three phases becomes over nominal voltage or reaches nearly line voltage.In this case,the electronic appliances in that phase will be fed by high voltage than the rated value and they can be broken down.In the power system of UB(Ulaanbaatar)city,there are some occasional such kind of failures every year.Obviously,many electronic appliances were broken down due to high voltage and the electricity utility companies respond for service charge of damaged parts.

区域轨道交通跨线站配线方案研究

“四网融合”发展背景下,区域轨道交通网络化运营成为重要发展趋势,而跨线站则是实现不同轨道交通线路互联互通的关键节点,因此有必要对跨线站设计进行探究。从优化车站运输组织出发,对跨线站配线方案进行研究,为实际配线布设提供参考。首先,以跨线运营模式为研究对象,根据跨线前后信号制式异同,将跨线分为同信号制式跨线和跨信号制式跨线,分析两种跨线模式列车作业种类及流程,并研究两种模式下行车组织、承载客流形式、应急管理等因素对于车站配线设置的相关需求。之后,结合配线需求,针对同信号制式和跨信号制式跨线站,分别提出了配线布置原则。最后,基于布置原则,在进一步分析两种跨线站列车作业特征基础上,研究并提出适用于不同车站构型、不同客流特征的典型配线设置方法,并进一步考虑运输组织适应性、建筑规模、工程量等因素提出适应不同实际运营场景的建议方案。通过研究,对于同信号制式跨线站,建议以在发车端设单渡线、交叉渡线等配线为主;对于跨信号制式跨线站,结合当前技术条件建议增设到发线,并根据实际需求设置折返线等其他配线。

STUDY ON THE ON－LINE OPTIMAL CONTROL OF PARAMETERS OF THREE－CONE BLAST HOLE DRILLS

A model recognition method for the on-line optimal control of the parameters ofthree-cone blast drills is developed. It takes a few of on-line measurements and has a rapidoptimization speed. The mathematic model for on-line optimal control of the parameters and thedetermination of the parameters in the model are also presented.

基于时域BLT方程的带绝缘线缆束场-线耦合模型

为研究外场辐照下复杂线缆系统(多导体、非线性负载、带绝缘层)终端电压/电流时域响应特性规律,提出了复杂线缆束在入射场激励下的终端响应建模方法。研究在时域内重塑多导体BLT方程,在兼顾计算效率、易于向线缆网络扩展的基础上,解决了线缆束端接非线性负载的终端时域响应求解问题;并通过引入介质层系数,修正了BLT方程源矢量项,解决了常规BLT方程忽视绝缘层对入射场畸变效应而导致的误差问题。最后,将计算结果同时域有限差分法和有限积分法计算结果进行对比,验证了模型在处理复杂线缆场线耦合问题上的准确性。

基于决策树的电网重要用户供电路径决策方法

广州等超大城市电网中110kV网架接线主要为3T接线,其运行方式多变,对电网的规划和运行有很大影响。超大城市电网中存在着大量的重要用户,其供电可靠性是安排电网运行方式的一个重要考虑因素。若安排的运行方式使得某些重要用户的供电路径汇集在同一元件,就会大大降低重要用户的供电可靠性。基于此,建立超大城市电网重要用户供电路径优化决策模型,以最小化电网中220kV线路的平均负载率为目标,要求系统的每个重要用户都要满足多个供电路径来自最少2个不同的220kV变电站。为了快速求解此混合整数非线性规划模型,引入多变量决策树将模型转化成一个整数非线性规划问题,再通过变量代换将其转化为一个整数线性规划问题,实现快速准确求解。最后,以广州电网实际数据为例,验证所提优化决策模型和求解方法的可行性与有效性。

直连绳索取心钻杆分区热处理技术研究

为了提高绳索取心钻杆的性能,对直连绳索取心钻杆的受力情况、结构特点以及传统处理工艺进行分析,提出了分区热处理的工艺。通过对两端进行热加工处理,使钻杆中间管体区域和两端热处理螺纹区域性能出现差异,提高两端综合强度的同时改善螺纹部分的受力状态,可使钻杆柱既具有高强度又兼具柔性,大幅提高钻杆机械性能以及耐磨性。其中调质硬度HRC33~38能在保证管体延伸率与正火、回火基本一致的情况下,强度提高37.7%,硬度提高40%,抗冲击性提高46.7%。调质硬度HRC38~42时,材料的耐磨性提高9.1%。更适合全液压钻机施工及深孔钻进,为钻探施工提供了钻机、钻杆配套性的优选方案。

某深水钻井平台游车滑轮国产化研究及制作

某深水钻井平台是第六代深水半潜式钻井平台,作业水深3000 m,作业井深10000 m;其采用DP3动力定位系统,能抗200年一遇的台风,适应于中国南海这种恶劣海况。截止2021年某深水第二次特检坞修,游车投入作业已十年,滑轮轮毂磨损已超标,需要更换,此次考虑对滑轮进行国产化替代。

牵张放线智能感应及安全控制技术研究

为促进牵张设备的发展,实现电网建设目标,分析了牵张放线施工存在的问题及发展现状,通过建立动力学方程组模型和放线系统方程组,设计了放线滑车监控系统。该系统采用多参数监控设备,基于传感器信息智能集成技术将空间姿态、载荷等参数的监控单元进行集成,实现了多个参数数据的实时采集和传输,包括溜车的三轴姿态角度、空间位置及载重信息等。结合线路建设计算方法,对牵引绳索、导线不同阶段的运行状态进行分析,与监测数据进行对比,实时预警滑车在施工过程中载重量的变化及空间姿态角度的变化,以提升施工安全性及施工效率。

移动式钻井平台零排放技术浅析

近年来,随着全民环保意识不断增强,政府相继出台了系列环保法规,加强对污染物的排放控制。根据渤海地区生态红线保护要求,以实现移动式钻井平台作业过程零污染为目标,定量分析了海洋钻探开发过程中固体污染物、生活污水、工业污水等排放量,优化钻井平台原液舱功能分布,校核了钻井平台结构强度与稳性,实现海洋钻探过程中的污染物零排放技术方案。相关技术成果已成功应用于多个钻井平台,可推广至同类大型海洋作业装备。

城市轨道交通9号道岔上方接触网结构设计与调整

道岔上方的接触网结构较复杂,是维修维护需要重点关注的区域。本文针对某地铁线路9号道岔上方接触网出现的受电弓弓角异常磨损、接触线侧面异常磨损等问题,从受电弓、接触网空间几何关系出发,分析了造成线岔区域异常磨损的原因,给出了线岔布置的原则和线岔结构的调整方案建议,为城市轨道交通9号道岔上方接触网布置提供参考。

JGZ97型万米超深井钻机死绳固定器研制与安全性研究

针对死绳固定器绳轮强度、安全裕度不足和结构失稳等安全问题,根据JZG97型万米超深井钻机死绳固定器绳轮受力及结构特点,提出采用增加腹板的方法来解决死绳固定器绳轮存在的问题。采用有限元法数值模拟,分析了不同腹板绳轮的结构力学性能,三腹板绳轮的强度、安全裕度均满足钻井作业时的安全要求,确定采用三腹板绳轮。实物测试试验中,三腹板绳轮仿真结果与试验结果的最大相对误差为12.95%,综合分析仿真结果与实验结果基本吻合;线性屈曲分析表明,最大死绳拉力作用下的三腹板绳轮临界屈曲载荷为绳轮实际受载的48.8倍,满足结构稳定性要求。研究表明,三腹板绳轮可以解决死绳固定器绳轮存在的问题,可以为万米超深井钻机结构设计提供支持。

山东招远大尹格庄3000m科学钻探施工技术

山东招远大尹格庄3000 m科学钻探项目是在胶东地区招平断裂带处施工的最深科学钻探项目,设计钻孔深度为3000 m。为达到提高钻探施工效率、降低孔内事故概率的目的,本项目采用高效稳定的XY-9DB型变频钻机、自主研发的高效长寿命金刚石钻头、CHD76系列高强度钻杆及联合研发的LZRT360型钻井液离心机,采用了P/H绳索取心液动冲击钻探技术、绳索取心涂层减阻内管技术等关键技术,进行深孔钻进施工,并针对不同地层进行了冲洗液体系的优选。该项目终孔孔深3120.35 m,终孔孔径78 mm,平均岩心采取率95.6%,平均矿心采取率97.9%。本文对此项目施工过程中钻遇复杂地层的处理方法、解决方案以及设备使用情况进行了总结,为类似深部钻探工程项目提供了参考。

阳山矿区严重漏失垮塌地层钻进工艺及工程实践

严重漏失、垮塌地层快速钻进工艺的研究与应用是当前固体矿产勘查地质岩心钻探亟需解决的问题之一。文章结合甘肃阳山金矿钻探工程实践,针对长孔段的严重漏失、垮塌地层,总结了一套适用于该矿区快速勘探的绳索取心钻进和全面钻进、顶漏钻进工艺,采用水泥临时封堵、套管封堵、扩孔、跟管等方式进行封堵的钻进方法,分析了其应用效果,提出了在该地层钻进的认识与思考,以期为同类型地层钻探提供参考。

钻井液离心机预防绳索取心钻杆内壁结垢研究

针对钻杆内壁结垢严重制约绳索取心安全、优质、高效实施的技术难题,开展了金刚石绳索取心钻进钻杆内壁的结垢机理与影响因素综合研究,结果表明:当钻具结构与钻井液性能一定的情况下,钻井液中的固相含量与颗粒大小是影响钻杆内壁结垢的主要因素。金刚石岩心钻进所产生的岩屑粒径在5~100μm之间,总体偏细,难以依靠自然沉降清除。为此,研制了TGLW系列小型离心机,现场试验表明:该离心机可使钻井液中固相颗粒的峰值从5~80μm降到3~10μm,固相粒度中值从11.189μm降到3.513μm,固相清除率达90%以上,控制钻井液固相含量在0.5%以下,既维护了钻井液性能、又预防了绳索取心钻杆内壁结垢。

粉煤地层绳索取心钻进孔壁坍塌分析及处理

在甘肃省景泰县郭家台煤炭资源详查ZK30-1孔施工中,因强行提“水钻”造成了长孔段孔壁严重坍塌事故。分析认为坍塌地层粉煤层位多、累计厚度大,围岩结构松散、破碎是造成孔壁坍塌的地质因素;冲洗液性能与地层岩性不适应是主要技术因素。通过引入低粘强抑制冲洗液,扫孔过程中轻压慢转、小泵量循环,成功处理了孔壁坍塌,顺利终孔。煤田钻探施工对冲洗液性能要求严格,用绳索取心钻探粉煤对冲洗液性能要求更为苛刻,在冲洗液配制和钻进过程中尤其需要加强对其性能变化的监控。

云南某铅锌矿区复杂地层钻探施工技术应用研究

云南某铅锌矿区地质条件复杂,岩石松散破碎,泥岩、页岩及煤系层发育,钻探施工中存在孔壁垮塌、缩径、卡钻、埋钻和成孔难度大、岩心采取率低等难题,施工进度慢,效率低。结合矿区复杂地层特点,通过采用金刚石底喷钻头、跟管钻进技术、高密度低失水泥浆等一系列钻探技术措施,应用绳索取心液动锤钻进技术,有效减少了孔内事故的发生,平均四次进尺提高22.97%,为项目的安全、高效和优质完提供了坚实的技术保障,为类似复杂地层的施工积累了经验。