共查询到20条相似文献，搜索用时 177 毫秒
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射流式液动锤活塞回程缓冲机构 总被引：1，自引：0，他引：1
CFD动态分析了回程缓冲机构不同弹簧刚度系数对射流元件控制道内流动特性和活塞回程冲击速度的影响.实验结果表明:缓冲机构施加在活塞上的弹簧作用力不会影响射流元件主射流的正常附壁和切换,刚度系数较大的弹簧可以显著降低活塞回程冲击速度,减小回程中活塞对射流元件的冲击;弹簧增幅在5倍时,活塞回程冲击速度降幅为52.88%,有效避免了射流元件中硬质合金零件在工作中发生断裂的现象. 相似文献
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为了对SC-86H型高能射流式液动锤冲锤结构进行优化,应用CFD动态分析,对2种不同冲锤结构的射流式液动锤模型进行了研究。计算表明：在相同输入流量下,新型冲锤结构的射流式液动锤与原冲锤结构相比性能具有优势,冲击末速度得到了提高,冲击功与能量利用率平均增长7.9%与12.7%,新型冲锤结构减小了流体阻力消耗的能量,更有利于高能输出。另外,通过Ls-dyna非线性动力学分析,对2种冲锤结构的碎岩效果进行了研究,并对新型冲锤应力强度进行了分析。结果表明：新型冲锤结构的能量传递效率更高,且满足疲劳强度校核,相同冲击末速度下,岩层吸能值高于原冲锤结构;新型冲锤结构的吸能率较高,2种冲锤模型的吸能率随入射能量成非线性增长。 相似文献
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液动锤射流元件喷嘴临界流速预测与验证 总被引：2，自引：0，他引：2
应用CFD动态分析技术,对SC71B型液动锤内部流场进行了仿真分析,结果表明,其射流元件临界流速为20.305～22.565 m/s,大大低于凭经验预测的40 m/s。为检验这一理论预测结果,对SC71B型液动锤射流元件临界流速进行了实验测定,为21.83 m/s,表明理论预测结果与实测结果高度吻合,证明了基于CFD动态分析的液动锤射流元件临界流速理论预测方法的可行性;同时通过理论分析和实测获得了至今为止液动锤射流元件临界流速的最低值,可为研制油气钻井用低速射流元件驱动控制的液动锤提供重要参考。 相似文献
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射流式液动锤内部动力过程的数学模型及仿真分析 总被引：2，自引：0，他引：2
建立了活塞、冲锤在缸体内的运动规律,上下缸内液体状态变化的数学模型以及冲程和回程阶段活塞运动微分方程。应用Matlab语言及其主要工具Simulink对射流式液动锤内部动力过程进行数值仿真分析计算,得出射流冲击器仿真计算结果数据,绘制出位移、速度、前后腔压力、加速度曲线。 相似文献
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射流式液动锤回转冲击孕镶金刚石钻头钻进的实践与分析 总被引：2，自引：0，他引：2
金刚石本身力学性质、金刚石钻头结构特点及射流式液动锤冲击力特点决定了射流式液动锤带金刚石钻头进行冲击回转钻进是可行的。经射流式液动锤在科学钻探主孔先导孔中的应用实践，证明了由于液动锤冲击动载作用钻头底唇面与岩面微量问隙有规律地变化，改善钻头金刚石颗粒受力状况、碎岩状态，提高钻头金刚石颗粒切入深度，改善胎体磨损状况、钻头冷却，成倍地提高了榴辉岩、片麻岩等坚硬地层中钻进回次进尺、机械钻速及钻头平均寿命。 相似文献
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应用CFD动态分析技术,以SC71B型射流式液动锤为研究对象,研究了活塞直径、活塞杆直径、活塞冲锤质量和行程对射流式液动锤射流元件临界流速的影响,并进行了实验验证。结果表明:理论预测值与实测值相对误差小于7.5%,精度远高于以往经验估计;射流元件临界流速随着活塞直径的增加而降低,随着活塞杆直径和活塞冲锤质量的增加而升高,与行程大小无关。以SC71B型射流式液动锤为例,为降低射流元件临界流速以减轻冲蚀,应设计40～42 mm的活塞直径、23～26 mm的活塞杆直径和11.2～23.5 kg的活塞冲锤质量。活塞直径增加23.5%时,射流元件临界流速降低了2/3;活塞杆直径增加60%时,射流元件临界流速提高了近4倍;活塞冲锤质量增加5倍时,射流元件临界流速只增加了1倍。 相似文献
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KSC-127射流式液动锤在科钻一井中的应用分析 总被引：1，自引：0，他引：1
大陆科钻一井所钻遇的岩石主要有榴辉岩、花岗片麻岩、角闪岩.岩石坚硬、研磨性强;花岗片麻岩为强致斜岩层.因此,钻进效率低,回次进尺短,孔斜不易控制.采用大陆科钻中心组织研制的液动锤螺杆马达组合新型钻具后,钻进中破碎岩石的方式以冲击破碎为主,大大改变了钻进效率低、回次进尺短和孔斜难控制的现象,取得了良好的钻进效果.同时,也发现射流式液动锤存在不足之处.针对射流式液动锤的优缺点进行了较深入、全面的分析,提出了有效的改进措施. 相似文献
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射流元件损坏机理试验研究及分析 总被引：13，自引：0，他引：13
液动射流式冲击器在高压釜内进行模拟试验时发现其工作性能良好，展现了其良好的应用前景。而在石油钻井、大陆科学深钻等深孔钻进中应用液动射流式冲击器发现，射流元件寿命较低。故有必要对其破坏机理进行研究。在实验中采用对比的方法，发现在大泵量情况下射流元件工作室内出现水射流反射及脉冲现象。射流元件破坏主要由脉冲AWJ切割所造成。液动射流式冲击器用于深孔钻进时射流元件有必要对元件尺寸进行改进。 相似文献
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Tingting Liu Xinpin Li Jianchun Li Haibo Li Yun Zheng Yi Luo 《Arabian Journal of Geosciences》2017,10(11):249
This paper presents a numerical simulation of S-wave propagation across a rough, filled discontinuity using the universal distinct element code (UDEC). The ability of UDEC to simulate a stress wave across a smooth and planar discontinuity filled with an elastic material is validated through comparisons with analytical solutions. Next, the effect of the plastic deformation of the fill on the wave propagation is investigated. The model is extended to further study S-wave propagation across a filled discontinuity with rough interfaces, which is described using a sawtooth. The transmission coefficient defined by the energy is used to measure the wave attenuation. Finally, a parametric study is conducted to investigate the influences of the filled thickness, asperity angle, and incident amplitude on the transmission waves and transmission coefficients. The asperity angle and filled thickness together determine the transmitted waveform and transmission coefficient. The transmitted wave may be cut off when the incident wave amplitude exceeds a threshold value. The transmission coefficient decreases with a different trend with the incident wave amplitude increasing when the asperity angle varies. Compared with planar discontinuity, a filled discontinuity with rough interfaces is more sensitive to the amplitude of the incident wave. The causes of these phenomena are analyzed in detail. In addition, the deformation of the fill material is strongly related to the wave attenuation. 相似文献
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为解决现有霍尔元件测量系统存在的不足，根据全行程测量数据获取及实时观测的实际需求，研制开发了基于激光三角测量原理的射流式液动潜孔锤激光测量系统。使用该系统对SC-86H型高能射流式液动潜孔锤进行了相关试验，并获得了冲锤的全行程时间分辨数据。通过对试验数据进行处理，得到了冲锤运动的位移-时间和速度-时间关系。结果表明，冲锤的不规则运动发生在周期的回程初始阶段，此不稳定状态增加了冲锤的回程时间，相应地降低了冲锤的冲击频率。冲锤的实际缓冲行程对泵量并不敏感，当泵量从80 L/min增加到220 L/min时，实际缓冲行程仅在5.9~6.8 mm之间变化；实际行程的改变也不会大幅增加冲锤实际缓冲行程，随着冲锤结构行程增加57%（70~110 mm），缓冲行程只增加了7%。该系统可实现全行程测量，并描述实时运动状态。 相似文献
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《Geomechanics and Geoengineering》2013,8(2):137-146
This paper describes a numerical model developed to simulate the wave propagation in an elastic media that is applied to in situ dynamic penetration test devices currently used for site characterization. In the model, dynamic equilibrium equations are solved by finite difference analysis in the time domain to produce the discretization of a penetration system – including hammer, rod, penetrometer (or sampler) and soil. In standard penetration tests numerical simulations are shown to agree well with energy measurements derived from force and acceleration signals produced by the impact of a hammer. A parametric study allowed the identification of the relevant factors affecting penetration by demonstrating that the energy effectively delivered to the soil is a function of hammer height of fall and weight of both hammer and rods, as well as the permanent penetration of the penetrometer into the ground produced by a single stroke. Based on these evidences, an approach is suggested to compare results from different dynamic penetration tests without the need to rely on empirical correlations, which is achieved by demonstrating that different equipments should yield the same normalized energy once the influence of both the hammer and rod potential energies are properly considered. 相似文献
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This paper is concerned with the mechanism of coal breakage under high-pressure water jet (HPWJ) and its applications. A model of HPWJ impinging on coal target was established to study the cracking mechanism of coal under impact load. The characteristic and pressure distribution of HPWJ, the propagation characteristics of stress wave in coal, the mechanical properties of different coal particles, and the fracture characteristics of coal under HPWJ erosion were investigated theoretically and numerically. The results show that the shock wave and water wedge pressure are the main factors that cause coal breakage and crack propagation. The damage to the far-field coal particles affected by HPWJ is primarily caused by tensile stress, and the damage to the near-field coal particles affected by HPWJ is caused by the coupled effects of tensile stress and compressive stress. An erosion cavity is formed in the coal model with diameters of 1.25 to 2.5 times that of the jet at different depths. Meanwhile, the strong quasi-static pressure at the crack discontinuities further promotes the propagation of radial cracks around the erosion cavity to form a fracture zone, and the diameter of the fracture zone at different depths is 3.5 to 4.0 times that of the jet. In addition, the results of field application show that there is a significant difference between the methane parameters in the hydraulic flushing borehole and the conventional borehole; the average methane volume fraction and the average methane flow rate in hydraulic flushing boreholes are 3.85 and 3.67 times, respectively, that in conventional boreholes. Indicating hydraulic flushing can effectively promote the initiation and propagation of coal cracks. These results are of great significance to improve coalbed methane drainage technology and prevent gas disaster accidents in coal mines. 相似文献
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Sheng Zeng Shaoping Wang Bing Sun Qibing Liu 《Geotechnical and Geological Engineering》2018,36(3):1559-1573
The existence of joint fissures makes explosive actions between rock masses more complex. Therefore, it is of great significance to carry out experiments studying blasting stress waves propagating in jointed rock masses. Based on the Froude Similarity principle, the geological mechanical models of intact rock masses and jointed rocks have been proposed. A blasting vibration experiment was carried out and demonstrated that the propagation of the blasting stress waves and changing structures have an important relationship. A numerical simulation of the blasting stress wave propagation law in a layered jointed rock mass was carried out. This study found that with an increase in the joint angle, the peak velocity of blasting stress wave, transmission coefficient and reflection coefficient all gradually increased, while the attenuation coefficient gradually decreased. With an increase in joint spacing, the attenuation rate of the blasting stress waves increased. 相似文献
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The propagation of elastic P-wave in unfavorable geologic structures is a complex process which contains reflex, transmission, and refraction. In this paper, the discontinuous deformation analysis (DDA) method is introduced, and the viscous boundary condition and stress wave input way are applied to enable the DDA method to simulate the seismic dynamic response of underground rock mass. The improved DDA program is used to analyze the propagation laws of elastic P-wave in joints and weak interlayer. The results show that (1) for a range of joint stiffness, the difference of transmission coefficient of joint surface between DDA calculation and theoretical solution is small; (2) the lower the joint stiffness, the more obvious the attenuation of the elastic P-wave is; (3) varied joint spacing and joint number play different roles on the attenuation of elastic P-wave; (4) the DDA calculation result is consistent with the theoretical solution for the transmission coefficient of interface; (5) the thickness and elastic modulus of weak interlayer will affect the interference effect of multiple transmission waves; (6) with the increasing weak interlayer thickness H (or a), the attenuation of the elastic P-wave is more obvious; and (7) the lower the wave impedance ratio of weak interlayer, the more obvious the attenuation of the elastic P-wave is. 相似文献
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地下工程岩体开挖卸载后,围岩体承受的地应力随空间位置呈梯度形式变化。梯度地应力导致岩石的波阻抗呈梯度形式变化,进而影响应力波传播衰减特性。为研究梯度地应力对岩石应力波传播特性的影响,利用自主研发的具有梯度静应力岩石应力波传播试验系统,对红砂岩长试件进行了9种应力梯度工况下的应力波传播试验。通过分析岩石应力波传播速度、波阻抗随应力梯度的变化规律,构建应力波幅值与传播距离、传播时间和应力梯度之间的经验模型,探索梯度应力影响红砂岩应力波传播衰减的机制。结果表明,相同应力梯度工况下,随传播距离增加,应力波形状变化较小,但幅值逐渐减小。随应力梯度增大,岩石各测点区段内应力波传播速度、波阻抗均增大,但增大速率逐渐减缓,相邻测点区段波阻抗差值比先快速增大,后缓慢减小。随传播距离和传播时间增加,应力波幅值均呈指数形式减小;随应力梯度增大,时空衰减系数均呈先快速增大,后缓慢减小趋势变化。随应力梯度增大,相同测点应力波幅值先快速减小,后缓慢变化,在低应力梯度阶段,距离自由端越远的测点幅值衰减速率越快。 相似文献
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《Computers and Geotechnics》1988,5(1):39-49
It is proposed that the dynamics of pile driving based on the one-dimensional theory of wave propagation be analyzed by the finite element method. This approach enables one to continuously interpolate the displacement, velocity and acceleration profiles throughout the pile length. In contrast to the finite difference technique presented by E. A. L. Smith [1] and the finite element procedure presented by I. M. Smith [2] in which initial conditions are defined on the basis of a prescribed hammer velocity, the method presented herein defines initial conditions on the basis of a prescribed impact force versus time curve at the pile/hammer point of contact. Applications of the proposed technique to typical pile driving problems on an elastoplastic soil and using an implicit time-integration scheme are discussed using a numerical example. 相似文献