软土含砾地层斜孔成孔方法探讨     

卢文阁  池景军 《水文地质工程地质》1997,24(4):58-59

在锚固工程成孔中，软土含砾地层成孔困难，钻进效率低，效率效益差，针对这种情况分析了地层特点和采用不同成孔方法施工存在的问题，找出了一种比较适应的钻进成孔方法，并通过生产实践证明效果较佳，为软土含砾地层倾斜孔成孔提供了一种新方法。  相似文献   

四川省甘孜州康定县高原地热井施工工艺     

龙小军 《中国煤炭地质》2014,(7):60-62

康定县地热资源丰富,但开发利用少,仅2008-2009年由四川省地质工程勘察院在中谷地区实施地热勘探井2口,钻探深度共计184.96m。DZK02井是部署在四川省雅拉河中上游热水塘区块地热资源大盖沟沟口雅拉河右岸一级阶地上的第一口预探井,设计井深2 000m。钻井施工主要面临地层倾角大、地层出水量大、温度高、岩性破碎等施工难题。施工队伍采用螺杆纠斜、清水控压等钻井工艺,圆满完成了该井的施工任务。为该地区地热水的开发利用进行了有益的尝试。  相似文献   

螺杆马达在极倾斜地层中的应用          下载免费PDF全文

李得新  首照兵  章述 《探矿工程》2014,41(2):67-69,73

针对云南宣威华泽项目施工钻孔地层倾角极陡的情况,经过反复试验,探索出针对该地层的孔口定向＋螺杆马达定向钻具的施工方法,及时完成了钻探施工,取得了很好的经济效果。介绍了螺杆马达在该矿区的应用及取得的效果。  相似文献   

双弯螺杆纠斜效果分析与应用          下载免费PDF全文

靖伟东 《探矿工程》2017,44(8):55-58，62

双弯螺杆是指弯接头加弯壳体螺杆的钻具组合形式。采用双弯螺杆纠斜,可以获得较大的造斜率,解决在特定条件下单弯螺杆纠斜困难的问题。选择合适角度的弯接头,减少双弯螺杆造斜进尺长度,是控制井眼“狗腿”度,保证后期工作（扩孔和下套管）顺利进行的重要因素。以在大口径钻孔中纠斜为例,列举了使用单弯螺杆纠斜遇到的困难,通过双弯螺杆造斜效果的分析,提出了一套采用双弯螺杆进行纠斜的工艺,最终实现了钻孔的纠斜成功。  相似文献   

全液压钻机油路板试验台设计及应用     

范伟  姚宁平  陈亮  贠江剑 《煤田地质与勘探》2015,43(3):110-114

为保证螺纹插装式油路板加工质量的可靠性,设计油路板试验台。试验台由数据采集控制系统和液压系统两部分组成。通过研究油路板单向阀泄漏量对压力损失和马达转速的影响规律,并对液控单向阀反向泄漏量分别进行自动和手动测试,验证了试验台测试结果的有效性和准确性,这为评估全液压钻机关键零部件加工质量、优化钻机液压系统设计提供了参考依据。   相似文献   

Seismic response control using electromagnetic inertial mass dampers          下载免费PDF全文

Yutaka Nakamura  Akira Fukukita  Kazuo Tamura  Issei Yamazaki  Taichi Matsuoka  Kazuhiko Hiramoto  Katsuaki Sunakoda 《地震工程与结构动力学》2014,43(4):507-527

This paper presents a new type of electromagnetic damper with rotating inertial mass that has been developed to control the vibrations of structures subjected to earthquakes. The electromagnetic inertial mass damper (EIMD) consists of a ball screw that converts axial oscillation of the rod end into rotational motion of the internal flywheel and an electric generator that is turned by the rotation of the inner rod. The EIMD is able to generate a large inertial force created by the rotating flywheel and a variable damping force developed by the electric generator. Device performance tests of reduced‐scale and full‐scale EIMDs were undertaken to verify the basic characteristics of the damper and the validity of the derived theoretical formulae. Shaking table tests of a three‐story structure with EIMDs and earthquake response analyses of a building with EIMDs were conducted to demonstrate the seismic response control performance of the EIMD. The EIMD is able to reduce story drifts as well as accelerations and surpasses conventional types of dampers in reducing acceleration responses. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Experimental testing and numerical modelling of a heavy timber moment‐resisting frame with ductile steel links     

《地震工程与结构动力学》2018,47(6):1460-1477

This paper presents the development, experimental testing, and numerical modelling of a new hybrid timber‐steel moment‐resisting connection that is designed to improve the seismic performance of mid‐rise heavy timber moment‐resisting frames (MRF). The connection detail incorporates specially designed replaceable steel links fastened to timber beams and columns using self‐tapping screws. Performance of the connection is verified through experimental testing of four 2/3 scale beam‐column connections. All 4 connection specimens met the acceptance criteria specified in the AISC 341‐10 provisions for steel moment frames and exhibit high strength, ductility, and energy dissipation capacity up to storey drifts exceeding 4%. All of the timber members and self‐tapping screw connections achieved their design objective, remaining entirely elastic throughout all tests and avoiding brittle modes of failure. To assess the global seismic performance of the newly developed connection in a mid‐rise building, a hybrid timber‐steel building using the proposed moment‐resisting connection is designed and modelled in OpenSees. To compare the seismic performance of the hybrid MRF with a conventional steel MRF, a prototype steel‐only building is also designed and modelled in OpenSees. The building models are subject to a suite of ground motions at design basis earthquake and maximum credible earthquake hazard levels using non‐linear time history analysis. Analytical results show that drifts and accelerations of the hybrid building are similar to a conventional steel building while the foundation forces are significantly reduced for the hybrid structure because of its lower seismic weight. The results of the experimental program and numerical analysis demonstrate the seismic performance of the proposed connection and the ability of the hybrid building to achieve comparable seismic performance to a conventional steel MRF.  相似文献   

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潘国荣  赵鹏飞 《大地测量与地球动力学》2009,29(6):79-82

???伸?ν??????????????????????о?????????????????μ????????????????????????????????е?????????????????????????????????С???????????????????????????????????????,???????????????????Ч???????  相似文献   

螺旋板载荷试验资料整理若干问题探讨   总被引：1，自引：0，他引：1  

张海东  张金力  郝庆芬 《岩土工程技术》2004,18(6):282-285

螺旋板载荷试验对获取地下水位以下土层的工程参数具有无可比拟的优势 ,但在试验资料的整理分析方面 ,尚有若干问题需要解决。在大量试验的基础上 ,对这些问题进行了有益的探讨。  相似文献   

中放废液处置场强自然造斜地层钻进的防斜纠斜          下载免费PDF全文

罗治奇 《探矿工程》2010,37(12):9-12

核废液的永久性处置是一个世界性难题,其技术和安全可靠性要求极高,因此,对处置场的勘察和钻探技术质量要求极严。我国某压裂场是强自然造斜地层,其场地勘察和监测井的钻探施工孔斜是关键难题。在处置场的勘察和γ监测井的钻探施工中,通过采取相应的防斜纠斜工艺和技术方法,取得了良好的防斜纠斜措施,达到了勘察和监测井设计要求的各项质量指标,保证了勘察和钻探施工质量。  相似文献