大口径瓦斯抽放井施工工艺

瓦斯抽放孔要求井斜小,孔径大,下入的井管重量大。以实例介绍了使用GZ-2000型钻机在某煤矿瓦斯抽放站成功施工深400m,直径φ690mm瓦斯抽放井的施工工艺。在施工过程中采用φ216mm牙轮钻头＋满眼钻具和钟摆钻具施工先导井眼,再采用φ410mm、φ690mm组合牙轮钻头＋塔式钻具分级扩眼,使用电子多点测斜仪及时监测井斜变化,用钟摆钻具组合进行纠斜,在φ426mm管体上设置三组镶焊合金的肋骨条做成圆井器来进行圆井,在管体底部设置浮力阀,合理掏空以减少井管重量,确保了工程质量。     

双向土钉锚喷技术在重力式挡墙设计中的应用研究

将土钉锚喷技术应用到重力式挡墙的结构施工中,形成双向土钉锚喷重力挡土墙。以北京某奥运室外地下雨水收集池基坑支护工程为例,对它的设计原理、稳定性计算以及使用范围进行了详细说明,特别是对该方法在挡土墙加固方面的设计及施工方法进行了全面阐述。工程实践证明,该方法具有安全性大,施工效牢高,费用低的特点。     

煤矿大口径瓦斯抽排孔施工技术

结合金能二号大口径瓦斯抽排孔的施工实践,总结出大口径瓦斯抽放孔的施工技术：按照先施工小径导向孔,然后分级扩孔的成孔工序,采用轻压吊打防斜,单点测斜,螺杆钻具定向纠斜,确保钻孔偏斜率控制在规定范围以内;上部第四系、新近系黄土及不含大块砾石的松软地层选择刮刀钻头,基岩段及沙砾石地层采用组合式钻头,以提高钻进效率;按每组滚刀15～30kN,每个牙轮10～20kN控制钻压,钻速控制在0．4～0．6m／h;换用小直径牙轮,以减轻钻具振动,采用高粘度、低固相、不分散泥浆体系以保持孔壁稳定;在下管时采用在套管端部割孔穿杠钢丝绳提吊,套管底部加浮箍浮鞋的综合下管法。     

探讨漳州某基坑支护工程设计与施工

通过漳州某基坑支护工程实例,介绍深层搅拌桩加锚杆在基坑支护工程中的设计、施工、监测等方面的运用,并对该支护模式在深基坑支护工程中的适应性进行了探讨,分析了基坑南侧偏东处出现险情的原因,以此作为经验供参考借鉴。     

高大空间消防电气设计——山西省图书馆火灾报警系统设计实例简介

文章介绍了山西省图书馆火灾报警系统设计实例。针对建筑物中庭的高大空间,采用双波段火灾探测器,有效探测火灾火焰和火灾烟气;采用微机信息处理系统构成了集火灾识别、火灾定位、现场监控、消防炮扑救于一体的火灾安全监控及联动灭火系统;同时辅以搭建于闭路电视监控系统平台上的视频火灾安全监控系统,满足了图书馆建筑对于早期火灾报警的特殊需要。     

A scheme for pixel-scale aerodynamic surface temperature over hilly land

Hilly-land satellite pixel-scale aerodynamic surface temperatures (AdST) are investigated using LAS (Large Aperture Scintillometer) and meteorological observations during 21-22 May 2001, indicating that the calculated temperatures are predominantly subject to estimated roughness lengths and, to a less extent, to estimated Bowen ratios, with errors to within 3.0 K between the AdST calculations and hilly radiometric surface temperatures retrieved from satellite data with the split window model. The errors depend heavily on the model used and the zenith angles and azimuth of the satellite and sun with respect to the observational site.     

Late-stage Hydrocarbon Accumulation in the Bozhong Depression of the Bohai Bay Basin as Controlled by Neotectonism

Neotectonism occurred intensively in the Bozhong depression in the Bohai Bay Basin, which was reflected vertically by dramatic subsidence and a number of uplifts and laterally by notable fault movements. This particularity has resulted in the special petroleum geological conditions of the Bozhong depression which are different from those of adjacent lands. For example, the source rocks of the Shahejie Formation were overpressured and hydrocarbon generation occurred in the late stage; the Dongying Formation was deeply buried below the hydrocarbon-generating     

Evolution of an Ancient Large Lake in the Southeast of the Northern Tibetan Plateau

Nam Co is the largest (1920 km2 in area) and highest (4718 m above sea level) lake in Tibet. According to the discovery of lake terraces and highstand lacustrine deposits at several places in Nam Co and its adjacent areas, the authors confirm the existence of an ancient large lake in the southeastern part of the northern Tibetan Plateau. On the basis of the U-series, 14C and ESR dating, coupled with the levelling survey of lake deposits and geomorphology, the evolutionary process of the ancient large lake in the southeastern part of the northern Tibetan Plateau may fall into three stages: (1) the ancient large lake stage at 115-40 ka BP, when the ancient lake level was 140-26 m above the level of present Nam Co; (2) the outflow lake stage at 40-30 ka BP, when the ancient level was 26-19 m above the present lake level; and (3) the Nam Co stage since 30 ka BP, when the ancient lake level was < 19 m above the present lake level. During the ancient large lake stage, a large number of modern large, medium-siz     

饱和砂土地层中隧道结构动力离心模型试验

饱和砂土地层中隧道结构可能会因地震地基液化而发生破坏。通过对可液化地层中地铁隧道结构的地震反应进行动力离心模型试验,研究了饱和松砂地基在地震作用下的反应特性、可液化地层中地铁隧道结构的上浮及变形特性和设置截断墙对限制隧道结构上浮的效果等问题。研究结果表明,地基液化引起的隧道衬砌上的附加变形内力以及隧道上浮量主要受地基液化时土水压力的变化影响。截断墙的设置限制了隧道两侧土体向隧道下方流动的趋势,有效减小了隧道结构的上浮量     

方形平板锚抗拉承载力的大变形有限元分析

基于网格重分和改进的REP应力恢复技术,建立了三维大变形有限元方法研究拉力作用下方形平板锚与黏性土地基的相互作用。与常规的小变形有限元不同,大变形分析能够完整模拟平板锚的上拔过程,如果平板锚底面与土体始终保持接触,三维大变形计算得到的方板与圆板抗拉力相差很小;在无重土中的平板在加载初始即与土体脱离时,方板的承载力略低于圆板。大变形分析给出的立即脱离承载力系数与模型试验数据基本吻合,而小变形有限元与下限分析忽略了方形平板锚的长距离上拔过程对其抗拉力的影响,可能高估深锚的承载力。改进估计方形平板锚抗拉承载力的简化方法,方便于工程应用。