2005, 32(7):1-3.
Abstract:20世纪中叶出现的孕镶金刚石钻头,为机械式破碎岩(矿)层的钻探工程揭开了新的篇章。因其分散的切削具自动磨蚀、脱落和及时更新的特性,既减轻机械负荷,更提高纯钻进速度和回次进尺,是高效、优质、低成本的取心钻进的好办法。业内的专家、学者们不辞辛劳,在岩石破碎机理,人造金刚石单晶,孕镶人造金刚石钻头设计、制造及钻进工艺技术等方面进行了大量的探索和实践。
QI Ru-ming , SI Gang-ping , ZHENG Xiu-hua
2005, 32(7):4-7.
Abstract:As the development of city construction, more and more high-rise buildings emerge in dense down town. Due to the narrow space of engineering and dense underground pipe nets, the spaces which can be used to construct become even smaller. Meanwhile the safety of around buildings should be taken into account while excavating the foundation pit. The contracy construction method of deep foundation pit successfully resolved the problems mentioned above. The main technical peculiarities, main technical measures and their existing problems of the contrary construction method were further discussed after the working principles of the method were clarified.
ZHOU Ling-ling , YANG Chun-quan , LI Ju-long , LI Bin
2005, 32(7):8-10.
Abstract:Based on the results of static loading tests and measurements of body resistance and bottom resistance of six piles, the load bearing capacity and deformation behavior of vertically loaded cast-in-situ piles with expanded branches and plates are analyzed, and several pieces of instructive conclusion are given.
2005, 32(7):11-15.
Abstract:介绍了长沙运达国际广场深基坑支护工程流砂层治理方法,分别论述了人工挖孔桩、锚杆施工、基坑坑壁加固、基坑开挖等工艺在流砂层施工过程中所遇到的重重困难和采取的各种措施,为深基坑支护工程施工提供了借鉴经验。
2005, 32(7):16-18.
Abstract:结合某风洞工程软土深基坑施工的实际情况,介绍了对工程危险源的辨识及分类、安全管理和安全监督的实施、施工中的安全控制技术措施,确保了该工程的顺利施工。
SI Cheng-qing , LIANG Cheng-hua , SUN Jia-yong
2005, 32(7):19-21.
Abstract:The post inserted reinforcing steel bar piles are the piles in which the plain concrete piles are constructed first and then insert reinforcing steel bars into them by special equipment. The engineering techniques, mating equipment, machines and tools, main constructing point, problems encountering and their resolved methods were introduced based on construction case study.
2005, 32(7):22-25.
Abstract:针对温州地区土钉墙围护工程频发质量事故的情况分析,认为围护设计存在的缺陷是上部锚杆长度不足,其良好的土体锚固力未能合理发挥;垂直锚杆采用松木桩不当;施工中锚杆制作不规范;注浆质量监控不到位;以及缺乏严格的建筑行政技术部门对设计方案审批程序等是造成质量事故的主要原因,并提出改进的措施。
2005, 32(7):26-28,30.
Abstract:结合工程实例,选择几种适合宁波软土特点且从技术和安全角度均可行的基坑支护预选方案,着重进行造价比较,再结合安全性、便于施工等综合情况确定最佳的支护方案。
2005, 32(7):29-30.
Abstract:以华侨大学厦门校区为例,对厦门湾地带采用预应力管桩沉桩超送问题的成因进行了分析,并提出了处理方法。
2005, 32(7):31-32,35.
Abstract:An iron ore shaft in Hebei was constructed by drilling. After removal of steel casing in the shaft, water leaked around the shaft wall. Several methods, such as filling the shaft with mud, slip casting on the bottom of shaft, lateral drilling and slip casting behind the wall of the shaft and laying an water leakage wall, were take to stop the leakage. Finally the water was blocked.
2005, 32(7):33-35.
Abstract:根据拟建建筑基坑周边环境复杂、基坑深度大及土层特性差异较大等特点,综合考虑决定采用一种新型的土钉与桩锚支护相结合的结构体系复合支护方案,介绍了其具体的设计过程及施工要求。
2005, 32(7):36-37.
Abstract:以深圳葵涌西互通式立交桥为例,简要介绍桥梁桩基础施工中几种常见溶洞的类型判定及处理方法。
2005, 32(7):38-40.
Abstract:Techniques of trenchless pipe laying in rocks were an inevitable outcome during the development of the technology. The techniques of trenchless pipe laying in rocks were mentioned in detail. The key techniques in each engineering procedure and the matters needing attention were discussed. Meanwhile the practice case of trenchless gas pipe laying in rocks at Yixing City.
2005, 32(7):41-42,49.
Abstract:The problems, that the electric cable was heavy,liable to be damaged, liable to be interfered by electromagnetism, and that the distance of signal transmission was far, were resolved by using magnetism resistance multi-shot deviator of memory type in measurement of borehole deviation. The data was stored in memory card in place of cable transmission.
2005, 32(7):43-47.
Abstract:The significations of carrying out the scientific drillfor ultra-deep geothermy resources in Zhengzhou is great. It is scientifically valuable to understand the deep geothermy and geology conditions. The significations, equipment selection, drilling technique, some special problems, accident settlement, geothermy water evaluation and drilling achievements were analyzed and discussed.
2005, 32(7):48-49.
Abstract:利用两口老井,其中一口进行开窗侧钻,与另一口对接连通进行水溶取矿。该技术先后运用定斜器定向定位,套管开窗磨铣,随钻定向造斜,矿层水平钻进,对接连通。综合了套管开窗侧钻技术和水平对接连通技术,该技术在老水溶矿区具有广泛的应用前景。
2005, 32(7):50-52.
Abstract:介绍了四山矿区金银矿地层复杂多变情况下,用多种工艺交互施工的方法及不同冲洗液用于不同地层,取得了良好的施工效果。重点介绍了复杂地层的岩心钻探施工。
2005, 32(7):53-55,57.
Abstract:小秦岭金矿田经过几十年的挖掘与开采,已探明的浅层金矿石面临枯竭,大部分选矿厂面临闭坑和停产,而下部(深层)的探矿工程才刚刚启动。结合大量的野外生产试验,对深部钻探施工技术进行了研究和总结,形成的一套施工工艺可供小秦岭金矿田的深部钻探借鉴。
HUANG Yun-long , SHEN Xiao-bin
2005, 32(7):56-57.
Abstract:Water exploration is the main project in west Hubei Province. Our institute has continuously worked for 4 years in order to solve shortage of water at some counties in Enshi Automomous District. We replace traditional core drilling by air down-hole hammer and speed up the exploration and construction. The experience laid the foundation for water exploration and well completion at rock stratum with down-hole hammer.
YUAN Chang-zheng , ZHANG Jin-ling
2005, 32(7):58-60.
Abstract:The paper describes the construction methods of demolishing large-span industrial plant with controlled blasting, and mainly introduces how to control the blasting parameters under the demand of less vibration.
2005, 32(7):61-62.
Abstract:草峪岭隧洞3号标段软弱围岩占80%,隧洞开挖后极易发生片帮、冒顶事故。施工中通过采取超前锚杆、系统锚杆、钢拱架、喷射混凝土等联合支护形式,有效地提高了围岩的稳定性,保证了隧洞开挖的顺利进行。介绍了其支护技术及施工中的注意事项。