共查询到20条相似文献，搜索用时 390 毫秒
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煤矿瓦斯抽放井要求垂直精度高、井径大,通常采用常规钻探工艺时,需进行3-4次扩孔才能达到最终孔径,施工时间较长,钻进效率较低。此次在端氏煤矿施工的大口径瓦斯抽放井,采用了的一次成井钻进技术及工艺方法,钻进口径达到φ660mm,选用了江汉735型和715型系列镶齿牙轮钻头,采用塔式加重钻具控制并保证了钻井的重直度,采用密度较大的化学泥浆和保持大泵量排渣,避免了井底牙轮钻头的重复破碎,确保了钻进效果。与传统的扩孔工艺相比,缩短了施工周期,成井质量高,提高了钻进效率,降低了钻进成本。 相似文献
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结合中平能化集团某矿大口径输冰井的工程实践,总结了大口径输冰井的施工技术。从设备机具的选择,先导孔及扩孔钻具组合,采用先导孔、分级扩孔和水泥固井方法等方面阐述了大口径输冰井钻井施工中的相关技术措施以及研制的新型保温套管和采用割孔穿杠提吊加浮力塞的下套管方法。 相似文献
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日前,从淮南矿业集团新庄孜矿传来喜讯：河南省煤田地质局四队施工的新庄孜矿“地面至-612m瓦斯抽采钻井”,已成功穿过D20槽采空区,并下入井内套管、固井成功,刷新了全国煤矿行业大口径钻孔封堵采空区的记录。
河南省煤田地质局四队施工的“地面至一612m瓦斯抽采钻孔”是新庄孜矿四期瓦斯抽采系统改造项目中的重点工程,也是淮南矿业集团历史上难度最大的大口径瓦斯钻孔。 相似文献
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近年来,国家对矿井安全、职工健康、环境保护等方面越来越高度重视,大口径工程井已广泛应用于矿山企业瓦斯抽排、注浆堵水、输氮灭火、送冰降温、排水通风、抢险救援等领域。大口径工程井直径一般在?500~1500 mm、深度1000 m以浅。科学选择和设计井身结构和成孔方法,能最大限度地降低施工成本,提高钻进效率和钻孔的安全程度。 相似文献
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钻井法施工大口径钢壁立井因施工周期短、建井成本低、安全性能高等优点为小型国有企业、乡镇、集体、私营和个体企业的发展提供了重要支撑,但至今为止对钻井法施工大口径钢壁立井施工工艺的研究明显滞后于市场发展的要求,为探索解决这一问题,结合工程实例,从埋设井口定位管—锁口—泥浆循环系统—安装设备—钻孔—扩孔—洗井—下井筒—注浆止水（固井）—排浆—检查固井效果等方面介绍了钻井法施工大口径钢壁立井施工工艺。 相似文献
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Ivan V. BRAGIN Georgy A. CHELNOKOV Oleg V. CHUDAEV Natalia A. KHARITONOVA Sergey V. VYSOTSKIY 《《地质学报》英文版》2016,90(1):276-284
Studied waters belong to warm(T=30-50℃),alkaline(pH=8.9-9.3),low mineralized(TDS235 mg/1)Na-HCO_3 or Na-SO_4-HCO_3 thermal waters with high content of SiO_2(up to 81 mg/l)and F(up to 3.9 mg/1),occur on modern volcano-tectonic rejuvenated areas of Eastern Sikhote-Alin orogenic belt.Low~3He concentration as well as N_2/O_2 and N_2/Ar ratios exclude influence of deep mantle fluid.New rare earth element data constrain our understandmg of water-rock interaction occurring in the water source region.Meteoric origin of waters is proved by stable isotope values varying from-71‰to-136.1‰and from-10.8‰to-18.8‰forδ~2U andδ~(18)O respectively.REE patterns reflect high pH,resultfing from water-rock interaction and oxidative conditions.Calculations of deep aquifer temperature using Na-K and quartz geothermometers show 116.8-131.1°C and 82.2-125.8℃respectively.Presence of deep faults both with abnormal thermal gradient(~45-50 K/km)define unique geochemical shape of thermal waters of Sikhote-Alin,area,where no present volcanic activity is registered. 相似文献
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沉管隧道基槽爆破施工对既有堤岸稳定性影响的数值仿真分析 总被引：1，自引：0，他引：1
结合爆破数值模拟中爆破荷载的特点,分析了各种荷载施加方法的特点及爆破震动场模拟的要求,基于圣维南荷载等效原理,提出了爆破荷载的等效施加方法,即将作用在炮孔壁上的爆破荷载等效后,施加在同排炮孔中心线或者面上来模拟爆破荷载的作用。结果表明,等效施加方法在近区存在一定差异,但在中远区吻合得较好。利用该等效荷载施加方法,采用三维实体模型计算分析了某沉管隧道基槽爆破施工对既有堤岸稳定性影响,计算了周围不同位置、不同深度位置处的振动响应,并在此基础上,分析研究了减小爆破振动对既有结构物影响的减振措施,可为类似工程提供借鉴。 相似文献
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A. Anandarajah 《Engineering Geology》1997,47(4):491-323
In an assembly of clay particles placed in a fluid, each particle is typically subjected to: (1) double-layer repulsive forces; (2) van der Waals attractive forces; and (3) contact mechanical forces. The study presented here concerns an approximate, quantitative analysis of clay suspensions, with considerations to the first two - the physico-chemical forces. Using recent theories to calculate the physico-chemical forces between two clay particles in an approximate model of an assembly, the equilibrium void ratio of a clay suspension is computed. The mechanical forces are ignored in the analysis. The results serve to verify the validity of physico-chemical theories employed and help interpret experimental data more fundamentally in terms of the system variables. 相似文献
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考虑核电厂地基-基础的动力相互作用,应用显式动力有限差分法分析了地震作用下极软岩、较软岩、坚硬岩上核电厂建筑结构基础的地震响应特征,比较了岩石坚硬程度对基础加速度反应谱的影响。研究表明：随着岩石坚硬程度的提高,核电厂建筑物结构基础的地震响应有增加的趋势;在周期轴上,基础处的加速度反应谱曲线会随着岩石坚硬程度的提高逐渐向短周期（高频段）方向移动。在高频段,建造于较坚硬岩石上基础结构的加速度反应谱值偏大;在中等频段,建造于较软岩石上基础结构的加速度反应谱值偏大;在低频段,岩石坚硬程度对加速度反应谱的影响不显著。 相似文献
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M. D. Sharma 《Journal of Earth System Science》2004,113(2):247-257
Three dimensional scattering of near-field is studied for dilatation and rotation in the time domain. The perturbation method
is applied to solve the equation of motion for the first order scattering from a weak inhomogeneity in an otherwise homogeneous
medium. The inhomogeneity is assumed close enough to the point source so that the near-field intermediate wave is dominating
over the far-field sphericalP andS pulses. The integral expressions are derived to relate dilatation and rotation of scattering to the radial fluctuations of
velocities and density in the inhomogeneity. These integrals are solved to calculate the strains of scattering from (a part
of) an inhomogeneous spherical shell of arbitrary curvature. Variable curvature may allow the shape of inhomogeneity volume
element to change uniformly from spherical to rectangular. Rotation of scattering from a spherical shell is independent ofP wave velocity inhomogeneity. Dilatation of scattering does not involveS wave velocity inhomogeneity but its gradient. The back scattering results are obtained as a special case. Strains are computed
numerically, for hypothetical models to study the effects of various parameters viz., velocity inhomogeneity, distance of
source from inhomogeneity and from receiver, and thickness of inhomogeneity. The curvature of the spherical shell is varied
to study the effects of the shape of inhomogeneous volume element on scattering. 相似文献
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从土的各向异怀角度对土的可恢复剪胀现象进行了解释。基于各向异性情况下的土体弹性本构关系理论分析，认为土的可恢复剪胀现象可部分归因于土的各向异性引起的弹性剪胀。借助有关土体弹性参数实验结果，研究了应力诱导各迥异性对土体弹性剪胀的影响，结果表明：随土体应力诱导各向异性的增大，土体的弹性剪胀也增大。从土体弹性剪胀角度研究了土的卸荷体缩条件，认为土体卸荷体缩取决于加载应力路径的应力增量比，给出了土体出现卸荷体缩的区域。 相似文献