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Successively presided over the completion of the "driving belt transformation","The overall Cai De Bolt Combined Support shed into a corner"."Fully-face cut the whole plant linked to anchor support,""Fully-face with remote power supply for the" transformation of a series of design and technology projects, its "soft roof mining roadway depiction bar Anchor Support Mechanism and control technology" of the Shanxi Provincial Science and Technology Achievement Award.

先后主持完成了《落地皮带改造》,《综采地眼锚棚联合支护一次成巷》,《综采工作面切眼挂厂全锚支护》,《综采工作面远距离供液供电》等多项设计改造科技项目,其《松软顶板回采巷道描杆锚索支护机理与控制技术研究》获山西省科学技术成果奖。

Bolt action niechanical principle has been explained, dynamic design method and monitoring method about bolting has been put forward, and a comprehensive bolting technique has been established.

阐述了锚杆支护机理,提出了锚杆支护的动态设计方法——信息法及锚杆观测方法,形成了一套科学的锚杆支护配套技术。

In this thesis, with regard to the stability and deformation of the strut frame made of composed soil nails in soft clay foundation pit, the studies listed below are carried out, considering current research and design status of the soil nailed retaining structure. 1、This paper begins with the concept of the strut frame made of composed soil nails, analyzing the composition and the technique of the construction of the strut frame made of composed soil nails.

本文鉴于软粘土地区深基坑工程土钉支护结构的研究及设计现状,在前人研究的基础上,就复合土钉支护软粘土基坑的稳定性和变形展开相应的专题研究,主要完成了以下几个方面的工作: 1、从复合土钉支护结构的概念入手,对其结构组成、构造形式以及施工方法进行了综合分析。

Bolting technology in recent years, the rapid development of rock in the coal mine tunnel control applications are increasingly widespread, particularly in Australia and Britain, and other advanced countries, bolting technology, China is also studying the extension bolt supporting technology.

近年来锚杆支护技术快速发展,在煤矿巷道围岩控制中的应用也越来越广泛,尤其是在澳英等锚杆支护技术先进国家,我国也在研究推广锚杆支护技术。

Based on the formers' studies, the behavior and mechanism of the structure are systematically analyzed by the FEM and the elastic-plastic theory in order to meet the need in engineering, and some valuable conclusions are obtained, which can be taken as references in design and construction.

本文在前人研究的基础上,根据目前深基坑复合土钉支护的研究现状和工程实际的需要,采用有限元和理论分析方法对深基坑复合土钉支护进行了系统全面的分析和研究,得到了一些有益的成果,对复合土钉支护的设计与施工具有重要参考价值。

Monitored on the spot, the deformation characters of these supporting constructions are studied. Campared the calculation translocatins with the monitored translocations, the thesis believes that the translocation can be calculated by the method of "m", when the supporting structures produce small information. The translocation can be calculated by the mothod of "rigid frusta" or "the experiential expressions of shanghai area", when the supporting structures such as cement-soil wall in soft soil area produce big information.

通过实测,研究了小直径双排桩、水泥土深搅桩、土钉墙、放坡开挖等支护类型的变形特性,并用实测位移值与不同位移计算方法得出的结果进行了比较,认为对变形较小的支护类型可以采用& m&法计算位移,而对于软土基坑中变形较大的支护结构重力墙不适宜采用&m&法,其计算可以采用和参照&刚性墩&法和&上海地区经验公式&法。

Stability of 14 high-cut slopes in Guangdong province is analyzed with typical rock mass structure analysis method and stereographic projection method, and with the numerical simulation method UDEC this paper simulated the excavation and reinforcement courses of the important slopes. Some conclutions and suggestions are based the analysis above.

本文结合广东某省道沿线14个高陡岩石边坡的开挖和支护方案的选择设计,运用常用的岩体结构分析方法和赤平投影方法对边坡的稳定性进行了分析,采用UDEC数值模拟方法对一些重点边坡的开挖支护进行了模拟,得出了以下一些结论: 1、边坡支护形式的选择应遵循&安全绿色、水土保持、恢复自然、环保之路&的设计原则。

Soil-nail wall and anchor combination support technology is an relatively economical and practical method. It solves the difficult problems of support excavation engineering in urban surrounding environment and in complicated situation of engineering geology.

土钉墙和桩锚组合支护结构施工技术是一种比较经济实用的支护结构形式,解决了城市周边环境及工程地质条件复杂情况下的基坑支护难题。

The article describes the People's Liberation Army 61330 units of new affordable housing projects in foundation pit of the program selection, design and construction process, micro-steel pipe pile prestressed anchor soil nail wall, composite soil nailing wall system in actual engineering China has gained a relatively good results, indicating their deep foundation pit has a large technical and economic advantages.

本文介绍了中国人民解放军61330部队驻新经济适用住房工程基坑支护的方案选择、设计和施工过程,微型钢PC管桩预应力锚杆土钉墙的复合土钉墙支护体系在实际工程中实践中取得了比较理想的效果,说明其在深基坑支护中具有较大的技术和经济优势。

The article describes the People's Liberation Brmy 61330 units of new affordable housing projects in foundation pit of the program selection, design and construction process, micro-steel pipe pile prestressed anchor soil nail wall, composite soil nailing wall system in actual engineering Dhina has gained a relatively good results, indicating their deep foundation pit has a large technical and economic advantages.

本文介绍了中国群众中国人民解放军61330军队驻新经济适用住房工程基坑支护的方案选择、设计和施工过程,微型钢管桩预应力锚杆土钉墙的复合土钉墙支护体系在实际工程中实践中取患上了比力理想的效果,说明其在深基坑支护中具有较大的技术和经济优势。

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