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高陡土坡喷锚(土钉墙)支护施工技术 总被引:2,自引:0,他引:2
通过长沙电力学院西区永久性锚拉挡墙施工实例,介绍喷锚(土钉墙)的施工方法,质量控制关键点等施工技术. 相似文献
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目的:探讨CT在长骨测量中的应用价值.方法:经X线检查证实的肱骨、股骨、胫骨骨折患者600多例,其中302例临床行髓内钉固定术,并在术前进行了健侧骨的CT定位扫描,测量其两点之间骨干长度及骨髓腔最窄处的宽度。结果 依据术前CT定位测量数据而选择的髓内钉在手术中完全适用。结论:此方法操作简便测量数据准确为临床提供可靠依据。 相似文献
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The measurement of hillslope erosion can be a difficult, costly and time‐consuming activity. Many techniques are available, ranging from using environmental tracers, to LiDAR. Erosion measurements using erosion pins are assessed and compared with regional scale erosion data, hillslope data obtained using 137Cs and erosion modelling results. The pins produced erosion rates which are within the range determined using 137Cs and model data but above that of regional denudation rates. Our findings demonstrate that inexpensive erosion pins can provide reliable data on hillslope erosion. © 2015 Commonwealth of Australia. Hydrological Processes © 2015 John Wiley & Sons Ltd. 相似文献
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Many reinforced‐concrete frames collapse via a soft‐story mechanism during severe earthquakes. Such collapses are mainly attributed to concentrated deformation in a soft story. Deformation control is thus important in preventing collapse. The frame pin‐supported wall structure is a type of rocking structure that releases constraints at the bottom of the wall. Previous research has obtained good results for the deformation control of this type of structure. However, the interior forces and strength demands of the pin‐supported wall have not been systematically explored. In this paper, a distributed parameter model is developed to investigate the strength demand of the wall in a frame pin‐supported wall structure. In the model, the pin‐supported wall is simplified as a bending beam and the frame is simplified as a shear beam. The two beams are joined by distributed shear connectors, so that the shear force can be transferred at any location on the interface. The model can be solved using differential equations based on equilibrium and compatibility. The accuracy of the model is verified using SAP2000 (Computers and Structures Inc., Berkeley, CA, USA). Displacement distribution of the structure and distributions of the moment and shear force within the pin‐supported wall are obtained for two typical external force profiles. It is found that the pin‐supported wall can effectively reduce the drift concentration factor. Distributions of the displacement, moment, and shear force are closely correlated with the relative stiffness of the wall and frame. Finally, recommendations on the stiffness and strength of a pin‐supported wall are made. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
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根据TK-3型液压立轴式岩心钻机结构分析产生液压卡盘失灵、主动钻杆卡死等故障的原因.提出了两套改造方案。通过车间空载试车及野外现场钻进验证,改进方案可行,完全符合煤炭地质钻探金刚石钻进、绳索取心技术工艺要求。 相似文献