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1.
煤层气车载钻机桅杆是重要的执行机构,桅杆支架是桅杆的重要支撑,其工作振动的稳定性直接决定着桅杆工作的可靠性。采用有限元模态分析方法,对桅杆支架自由振动状态和预应力状态进行模态模拟分析,得到此两种状态下固有频率和模态振型数值结果及变化规律,通过对比分析,说明二者的结果很相近,但也存在细微差别,结果表明预应力对桅杆支架的振动影响很小,同时验证了桅杆支架不会产生共振,为支架结构设计提供了支撑,为拓扑优化设计和更深入的动力学分析提供了理论基础,具有十分重要的意义。  相似文献   

2.
桅杆是钻机的重要组成部分,本文对勘探技术研究所自主研制的4000米岩心钻机桅杆进行结构设计,在Solidworks中完成桅杆的建模,运用ANSYS Workbench对桅杆装配体进行有限元分析,完成对桅杆结构强度和刚度的校核,并对其进行模态分析,得到前10阶固有频率和振型,与激振源进行对比,分析发现第1阶、第2阶固有频率与钻机转盘和起升系统频率有重叠,可能会发生共振,通过调节钻机转盘和起升系统转速避免发生共振,振动时最大变形处变形量较小,说明桅杆结构设计合理,能够满足实际应用要求,具有一定的工程应用价值。  相似文献   

3.
通过对岩心钻机稳定性因素的系统研究,总结出了钻机工作工况,为桅杆结构力学模型的建立打下基础。根据项目要求,桅杆的稳定性分析和优化建议为结构设计提供理论依据,本文是基于极限状态法对桅杆结构系统进行分析计算,将其作为本文的主体部分。最后,得出有实际意义的结论。  相似文献   

4.
韩潇  李旭涛  石浩 《探矿工程》2016,43(12):68-71,77
夹持卸扣装置是双管钻机的重要组成部分,主要用于夹持孔内钻具,配合回转器实现机械拧卸钻杆的功能,其性能的好坏将直接影响整机的性能、钻进效率以及钻孔质量等。为验证设计结构的功能和质量,缩短研发周期,提出应用ABAQUS软件对夹持卸扣装置进行有限元分析和优化。结果表明优化后的结构满足安全系数的要求,为夹持卸扣装置的结构设计和优化提供了借鉴,同时为双管钻机的整体可靠性提供了保障。  相似文献   

5.
利用solidworks2013建立井架模型,导入ansys14.5对大风额载工况与模态进行了有限元分析。分析表明,井架在8级风速额定载荷下强度刚度均满足安全使用要求,关键部位焊缝强度储备充足。此外,通过对井架的固有频率与钻机工作频率的比较,并对各阶模态主振型的分析,得出该钻机井架结构设计合理的结论。  相似文献   

6.
车载钻机是矿山事故地面钻孔救援的核心装备,在国内外历次成功救援中发挥了重要作用,给进系统是车载钻机的主要执行机构,使用过程中暴露出长工作行程制约整机通过性、定位轮系维护困难、双油缸运动同步性不强、动力头偏载引起导轨磨损、液压表显示起拔力延时等问题。研制的ZMK5550TZJF50/120型救援车载钻机采用基于油缸—钢丝绳倍速传动机构的伸缩桅杆式结构,实现了长工作行程和短运输尺寸;设计快换式轮系、钢丝绳防扭转张紧系统,解决一二级给进机身的辅助定位系统安全保护和维护困难的难题;采用给进系统油路同步补偿和先导控制技术,解决给进装置双油缸同步的难题;研发抽屉式调平体和测力销轴结构,实现动力头钻进过程中自平衡式调节及起拔力监测。经过静态、模态分析、应变测试和现场工业性应用,给进系统最大起拔力达1 205 kN,能够有效处理大直径救援井施工过程中卡钻、埋钻等孔内事故,配合动力头、钻杆加卸系统,具有快速起下钻具功能,可大幅度提高倒杆效率,单根起下钻效率小于3 min/根。研究结果表明:救援车载钻机伸缩桅杆式给进装置运输尺寸短,钻机机动性强,道路通过性好;现场试验中处理了多次孔内卡钻、埋钻事故隐患,稳定和可靠性较高、可维护性好、起拔力监测准确、倒杆效率高,可以满足600 m深度救援井施工需求。给进装置轻量化,以及执行系统、传动系统、动力系统之间的响应匹配优化研究是今后的重点方向。   相似文献   

7.
主塔作为钻机中重要的组成部分,为钻机在给进过程中提供支撑、给进导轨、定位等,必须具有足够的承载能力、强度、刚度、整体稳定性和必要的操作使用空间。介绍了XDQ-1200型全液压轻型岩心钻机主塔采用铝合金结构的受力分析。  相似文献   

8.
方形锤头是地下连续墙成槽施工的重要钻具,本文简要介绍了一种新型地下连续墙方形锤头的结构设计、施工工法及应用情况。新型方形锤头整体框架采用焊接而成,结构合理,尺寸可根据用户需要优化调整,且具有导向性好、单位面积冲击功高、过水面积大和方便打捞等优点。锤头研制成功后,配合冲击反循环钻机,采用气举反循环工艺,先后在厦门、深圳等多个城市地铁工地施工,施工效率明显,取得了良好的经济效益和社会效益。新型方形锤头的研制成功,为地下连续墙成槽施工提供了一种更优的钻具选择。  相似文献   

9.
李占锋  翟东旭 《探矿工程》2015,42(12):72-75
通过对CS1000P6L型钻机主要技术参数的分析,认为其在0°~45°的倾角范围内实现岩心钻探施工具有一定的可行性。通过对钻机的主要部件——动力头的进一步研究后,选取了一个具体的项目进行了应用实验,针对实验过程中发现的问题,进行了认真分析并加以解决,从而验证了该钻机在0°~45°倾角条件下工作性能的可靠性。还通过对钻机在水平孔施工时的相关配套研究,不仅解决了施工人员的操作平台及钻杆钻具的摆放问题,还解决了钻机在工作中位移控制问题。实践证明,该设备完全可以在0°~45°的倾角范围内实现岩心钻探的施工工作,为该型设备的拓展应用提供了可靠依据,在岩心钻探领域具有良好的推广价值和现实意义。  相似文献   

10.
环境治理、地质调查、市政勘察等领域的钻探施工孔位多、分布散,为提高钻进施工效率、提升机台全要素生产率,专门设计了一款履带式工勘钻机。本文着重介绍了钻机设计方案、性能参数、结构特点及试验应用情况,通过分析对履带式工勘钻机研制工作进行了总结,为今后此类项目实施提供了参考。  相似文献   

11.
以29口钻孔的重矿物百分含量数据来分析样本,通过Q型聚类分析、因子分析方法恢复不同物源体系的发育范围及其母岩类型,并以不同物源体系的边界范围为限定条件,结合ZTR指数及其等值线图,对珠江口盆地惠州凹陷M层物源特征进行了系统的研究。研究结果表明:研究区发育3大物源沉积区,分别为东北-北部物源沉积区、西北物源沉积区和东南物源沉积区,且各区重矿物组合特征明显,主次物源分明,整体表现为母岩类型复杂的特征。东北-北部沉积物主要母岩为酸性岩浆岩,次要母岩为变质岩和沉积岩,西北沉积物主要母岩为中性及基性岩浆岩,次要母岩为酸性岩浆岩和变质岩,东南沉积物主要母岩为中性及基性岩浆岩,次要母岩为变质岩。东北-北部物源区和西北物源区为远源沉积的产物,而东南物源区为近源沉积的产物。东北-北部物源区沉积物来自北方和东北方向,而西北物源区和东南物源区沉积物分别来自西北方向和东南方向。  相似文献   

12.
A piston core from the southern Blake Basin penetrated nine distinct bioclastic carbonate turbidites separated by pelagic terrigenous clay units. X-ray diffraction analysis of the carbonate mineralogy of the graded, laminated, and homogenous units of the individual turbidite units indicated a general loss of unstable carbonates in the homogenous unit beyond that contained in the lower two units. Univariate and multivariate statistical tests were employed to determine the significance of the changes and to determine if different units of a turbidite sequence could be consistently grouped by statistical methods. Principal components, discriminant function, and cluster analysis were used in the multivariate tests. The graded and laminated units were closely related in mineralogy with little significant differences. The mineralogy of the homogenous units was significantly different than that of the other two units except in one example. Cluster analysis generated five groupings of the samples with the end members consisting of graded and laminated units at one end and homogenous units at the other.  相似文献   

13.
两种煤质分析指标的关联方程组研究   总被引:5,自引:0,他引:5  
在综合分析大量文献资料的基础上,采用多元线性回归方法,利用MATLAB对大量煤质分析结果进行了回归分析,推导出了煤质元素分析与工业分析的关联方程组。新方法实现了由工业分析结果求元素分析成分的目的,具有重大的实用意义。  相似文献   

14.
A deformation mechanism is described and analyzed. It is intended for height patterns exposed to erosion and tectonic activity. A simulation experiment is carried out for this model. Closedform expressions are derived for the covariance field, the properties of spectral estimates, and for the optimal retrospective reconstruction of earlier, unknown height patterns. For obvious reasons the author is in no position to make claims about the verisimilitude of the model. It is offered as an example of a potential application to geology of the theory of patterns developed by the author and his coworkers in recent years. It is hoped that those more qualified than the author in the subject matter area can extend and modify the analysis to make it closer to geological reality. supported by NSF grant GJ-3100X.  相似文献   

15.
Space spectral analysis of zonal (u) and meridional (v) components of wind and time spectral analysis of kinetic energy of zonal waves at 850 hPa during monsoon 1991 (1st June 1991 to 31st August 1991) for the global belt between equator and 40°N are investigated. Space spectral analysis shows that long waves (wavenumbers 1 and 2) dominate the energetics of Region 1 (equator to 20°N) while over Region 2 (20°N to 40°N) the kinetic energy of short waves (wavenumbers 3 to 10) is more than kinetic energy of long waves. It has been found that kinetic energy of long waves is dominated by zonal component while both (zonal and meridional) the components of wind have almost equal contribution in the kinetic energy of short waves. Temporal variations of kinetic energy of wavenumber 2 over Region 1 and Region 2 are almost identical. The correlation matrix of different time series shows that (i) wavenumber 2 over Regions 1 and 2 might have the same energy source and (ii) there is a possibility of an exchange of kinetic energy between wavenumber 1 over Region 1 and short waves over Region 2. Wave to wave interactions indicate that short waves over Region 2 are the common source of kinetic energy to wavenumber 2 over Regions 1 and 2 and wavenumber 1 over Region 1. Time spectral analysis of kinetic energy of zonal waves indicates that wavenumber 1 is dominated by 30–45 day and bi-weekly oscillations while short waves are dominated by weekly and bi-weekly oscillations. The correlation matrix, wave to wave interaction and time spectral analysis together suggest that short period oscillations of kinetic energy of wavenumber 1 might be one of the factors causing dominant weekly (5–9 day) and bi-weekly (10–18 day) oscillations in the kinetic energy of short waves.  相似文献   

16.
On the basis of samples taken from a known topographic surface, the parameters of two types of linear models are estimated. The first category is defined by polynomials or trigonometric functions, whose parameters are simultaneously computed from available data. In the second category a set of local centers is defined, and in the neighborhood of each center a fixed-degree polynomial is developed. An approximative resemblance index is calculated, and contour maps corresponding to various models are compared with the topographic map. It is found that with an increasing number of grid points, maps of local polynomials are converging both in continuity and in resemblance. For a sufficient number of grid points, this resemblance is always higher than those produced by models of the first category.  相似文献   

17.
In this paper, we report on the use of Bayesian networks, BNs, learnt from data generated by physical and numerical models, to overcome to a certain degree a number of complications in traditional slope stability analyses that jointly consider the mechanical and hydraulic properties of soils. Discrete Bayesian networks resulted to be useful and efficient to acquire knowledge from simulated data and to identify significant factors by the combined use of backward inference and global sensitivity analysis. Further, BNs enable decision thresholds to be estimated quickly. Along with this, backward inference and global sensitivity analysis are performed in BNs at low computation costs. Moreover, under conditions in which knowledge is scarce, we show how a practitioner can be better informed using the proposed approach. All these previously under-reported modelling features in the specialised literature encourage the further application of the proposed approach to enhance slope stability analysis.  相似文献   

18.
Compositional Data Analysis of Some Alkaline Glasses   总被引:1,自引:0,他引:1  
The approach to the analysis of compositional data involving log-ratio transformation of the data has not been generally adopted by researchers wishing to analyse such data. In the context of exploratory methods of multivariate analysis, such as principal components analysis, where the hope is to identify (cluster) structure in the data, this may be because traditional methods can produce more interpretable results than the log-ratio approach. After illustrating this with an example, circumstances under which the log-ratio approach performs poorly when traditional approaches work well are identified. Log-ratio analysis can be dominated by variables having low absolute presence and high relative variation that do not contribute to, and can obscure, structure in the data. Traditional methods can detect certain kinds of structure in the data that correspond to structure on a ratio scale, after a suitable redefinition of the composition. Since traditional methods often detect such structure more directly than log-ratio analysis it can be concluded that claims that the traditional analysis is inappropriate or meaningless are exaggerated. This conclusion is based on empirical experience rather than theoretical concerns. The arguments are illustrated using compositional data for alkaline glasses, but have more general application.  相似文献   

19.
20.
Cement-soil retaining wall is widely used for excavation supporting in soft soil area. Aiming at the deficiency of view on correlation between stability of cement-soil retaining wall and its influential factors, orthogonal design method is introduced to analyze the significance and sensitivity of some influential factors such as wall width,embedded depth,shear strength indices,unit weights,groundwater levels and ground load. The analytical result shows that the shear strength indices are the most important and sensitive factors influencing the overall stability of cement-soil retaining wall; and the change of shear strength indices has highly prominent influence on the overall stability of cement-soil retaining wall. But the change of wall width and embedded depth has no prominent influence on the overall stability of cement-soil retaining wall. The conclusions may be useful for the design and construction of cement-soil retaining wall.  相似文献   

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