强造斜致绳索取心钻具折断分析

在定向钻探固体矿产领域,通常在造斜段使用螺杆钻具,大部分的工作量采用取心回转钻进。造斜段使用螺杆钻具,钻杆不回转,受力较简单;如遇强造斜转换绳索取心钻具稳斜钻进,下部钻具组合容易出现回转困难、下不到底的技术难题,甚至出现丝扣折断事故。为避免强造斜对绳索取心钻具的影响,本文通过建立强造斜段对绳索取心钻具的几何约束变形模型,量化分析强造斜段岩心外管长度与造斜强度、环空间隙之间的约束关系,提供了可快速预判下部钻具参数能否满足强造斜安全钻进的方法。该方法在山东某铁矿定向孔的强造斜致下部钻具折断的事故处理中,通过对绳索取心钻具安全计算模型校核和调整钻具参数,实现了绳索取心钻具通过造斜率0.62°/m的强造斜段安全钻进至靶点,证明对强造斜绳索取心工具安全钻进预测和事故处理计算具有指导意义。     

Deep gold mineralization features of Jiaojia metallogenic belt,Jiaodong gold Province: Based on the breakthrough of 3000 m exploration drilling

Recently, continuous breakthroughs have been made about deep gold prospecting in the Jiaodong gold province area of China. Approximately 5000 t of cumulative gold resources have been explored in Jiaodong, which has thus become an internationally noteworthy gold ore cluster. The gold exploration depth has been increased to about 2000 m from the previous <1000 m. To further explore the mineralization potential of the Jiaodong area at a depth of about 3000 m, the Shandong Institute of Geological Sciences has drilled an exploratory drillhole named “Deep drillhole ZK01” to a depth of 3266 m. Hence, as reported herein, the mineralization characteristics of the Jiaojia metallogenic belt have been successfully documented. ZK01 is, to date, the deepest borehole with an gold intersect in China, and constitutes a significant advance in deep gold prospecting in China. The findings of this study further indicate that the depth interval of 2000 m to 4000 m below the ground surface in the Wuyi Village area incorporates 912 t of inferred gold resources, while the depth interval of 2000 m to 4000 m below the surface across the Jiaodong area possesses about 4000 t of inferred gold resources. The Jiaojia Fault Belt tends to gently dip downward, having dip angles of about 25° and about 20° at vertical depths of 2000 m and 2850 m, respectively. The deep part of the Jiaojia metallogenic belt differs from the shallow and moderately deep parts about fracturing, alteration, mineralization, and tectonic type. The deep zones can generally be categorized from inside outward as cataclastic granite, granitic cataclasite, weakly beresitized granitic cataclasite, beresitized cataclasite, and gouge. These zones exhibit a gradual transitional relation or occur alternately and repeatedly. The mineralization degree of the pyritized cataclastic granite-type ore in the deep part of the Jiaojia metallogenic belt is closely related to the degree of pyrite vein development; that is, the higher the pyrite content, the wider the veins and the higher the gold grade. Compared to the shallow gold ores, the deep-seated gold ores have higher fineness and contain joseite, tetradymite, and native bismuth, suggesting that the deep gold mineralization temperature is higher and that mantle-sourced material may have contributed to this mineralization. ZK01 has also revealed that the deep-seated ore bodies in the Jiaojia metallogenic belt are principally situated above the main fracture plane (gouge) and hosted within the Linglong Granite, contradicting previous findings indicating that the moderately shallow gold ore bodies are usually hosted in the contact zone between the Linglong Granite and Jiaodong Group or meta-gabbro. These new discoveries are particularly significant because they can help correct mineralization prospecting models, determine favorable positions for deep prospecting, and improve metallogenic prediction and resource potential evaluation.     

Evaluation of urban underground space resources using a negative list method: Taking Xi’an City as an example in China

Utilization of urban underground space has become a vital approach to alleviate the strain on urban land resources, and to optimize the structure and pattem of the city. It is also very important to improve the city environment, build livable city and increase the capacity of the city. Based on the analysis of existing evaluation methods and their problems, a method for evaluating underground space resources based on a negative list of adverse factors affecting underground space development is proposed, to be primarily used in urban planning stages. A list of the adverse factors is established, including limiting factors, constraining factors and influencing factors. Taking Xi’an as an example, using a geographical information system platform, a negative list of adverse factors for the underground space resources in Xi’ an City are evaluated, and preventive measures are proposed. Natural resources, exploitable resources, and the potential growth of exploitable underground space resources are evaluated. Underground space assessment in the different development stages of the city, collaborative utilization and safety evaluation for multiple subsurface resources, environmental impact and assessment, as well as evaluation methods based on big data and intelligent optimization algorithms are all discussed with the aim of serving city planning and construction.     

钻采天然气水合物的初步设想

天然气水合物在一定温度压力条件下能以固体形式存在,但由于其特殊的热物理力学性质,难以像开采其它固体矿产资源的＂矿山＂型式来开发。在现有技术条件下,钻探技术是解决开采天然气水合物的技术、经济可行和避免可能由开采带来的环境问题的关键。鉴于通过钻探手段将天然气水合物在地下转化为可控的资源而后开采的现实,提出了采用化学浆液注入和降压相结合的开采模式。     

层间隔震技术在地铁车辆段大平台上部土地开发上的应用研究

为开发北京地铁八王坟车辆段大平台上部空间,层间隔震技术被采用。通过非线性时程分析和模拟地震动振动台试验,研究了此层间隔震结构体系的抗震性能。研究结果表明采用隔震技术后,结构体系抗震性能得到很大提高,其地震响应满足规范要求。     

钻探参数实时采集系统研制与应用

钻探参数实时采集系统研制的目的是向钻探技术及管理人员提供直观的钻探实时参数,通过该系统可全天候的掌握钻探工况。钻探参数采集的方法是通过传感器采集压力、转速、位移、流量、液位等物理参数,使用配套的软硬件设备进行数据转换和处理,在人机交互界面显示直观的工程参数。该系统根据野外现场不同工作环境可以使用互联网、GPRS终端或者北斗卫星终端把现场实时工程数据无线传输至远程服务器上,用户通过手机或电脑即可查看到现场的实时或历史工程数据。采用本系统可以预防和减少钻探事故,为事故处理提供数据支撑,为实现钻探自动化、智能化提供基础数据。     

潮页1井钻探施工技术

潮页1井是在潮水盆地布置的第一口页岩气资源调查井,取心质量要求较高,地层有大段泥页岩层段,易水化剥落,施工难度大。本文着重介绍了潮页1井取心工艺、钻头选型、冲洗液技术及井斜控制技术等相关的施工经验。潮页1井采用大口径绳索取心技术,第四系地层以深全井取心,该技术在甘肃地区鲜有可供参考的施工案例,而该井岩心采取率接近90%。钻进过程中通过选用合理的钻进参数和护壁性能较强的冲洗液体系,解决了施工中遇到的地层“打滑”、井壁稳定性差等技术难点,保障了潮页1井的顺利完工。     

秦岭造山带多金属矿普查复杂地层护壁堵漏技术

秦岭造山带多金属矿普查项目钻探施工过程中钻遇多种复杂地层,垮塌、缩径、漏失等复杂情况频发,严重影响了施工效率。分别采用了植物胶钙处理钻井液、聚乙烯醇无固相钻井液等进行护壁工作,结合不同漏失情况分别实施了随钻堵漏、凝胶堵漏等技术措施,取得了良好的使用效果。     

凸轮型冲击旋压钻头成孔机理研究

挤密钻头是潜孔锤冲击挤密钻进技术的关键所在,其结构形式直接影响着钻进效率、成孔质量和应用效果。应用非线性有限元理论,对动载荷作用下土体的弹塑性和压缩性的变化规律进行了分析。研究发现,常规钻头在冲击挤密钻进过程中产生的桩效应是导致钻进效率降低的主要原因。为了克服桩效应的影响,利用ANSYS/LSDYNA软件对阶梯式钻头和凸轮旋压钻头的钻进过程进行数值模拟分析,并通过实钻试验进行验证。数值模拟分析和试验结果均表明：凸轮旋压钻头能够有效避免钻进过程中土体回弹问题,降低桩效应对钻进效率的影响。试验结果与模拟结果相吻合,表明数值模拟的结果相对可靠。     

川藏铁路3000 m水平定向钻井技术方案

川藏铁路设计多条超长深埋隧道,且多处于高海拔、高陡斜坡及雪线以上的无人山区,地形险峻,起伏大,交通条件差。沿隧道轴线的水平定向钻井为隧道勘察提供了一种有效的勘察手段。结合工程及地层特点,从钻井设备、工艺等方面,为超长隧道勘察提供了一种3000 m级水平定向钻井技术方案。方案明确了井身结构、全面钻进和长钻程取心钻进工艺、钻井液措施及部分复杂情况应对措施。以较少的钻探工作量,为隧道勘察提供更加详细的实物地质资料,真实反映隧道内的地质情况。