首页> 外国专利> PROCESS OF ROCK FREEZING DURING CONSTRUCTION OF UNDERGROUND STRUCTURES AND GEAR FOR ITS IMPLEMENTATION

PROCESS OF ROCK FREEZING DURING CONSTRUCTION OF UNDERGROUND STRUCTURES AND GEAR FOR ITS IMPLEMENTATION

机译:地下结构及齿轮施工过程中的冻结过程及其实现

摘要

FIELD: mining industry, underground construction with use of rock freezing under complex hydrogeological conditions. SUBSTANCE: proposal includes group of inventions, namely: rock freezing during construction of underground structure and gear for implementation of process. Process includes drilling of advance and freezing holes with installation of cooling pipes in them with freezing columns, pumping of grouting material through freezing holes for formation of floor of frontal part, feeding of cooling agent and formation of ice and rock fence with subsequent drilling and formation of due working. Thermometric holes with installation of casing thermometric pipes to accommodate temperature sensors are drilled between advance and freezing holes. Freezing of rock is performed till solid ice and rock mass is formed to depth of due working. Air flow rate is regulated by its passage through shutting and distributing equipment. Cavity can be formed in zone of frontal part of ice and rock mass by feeding of pressure jet of hot water through upper pipes and by removal of melted rock through lower cooling pipes. Gear for freezing of rocks has central cooling pipe located in advance hole, peripheral cooling pipes located in freezing holes and uniformly positioned over circumference at some distance from axis of central pipe close to radius of drilling chamber and at angle to this axis with formation of funnel towards face, freezing columns installed uniaxially in cooling pipes, sources of compressed air and cooling agent. Source of cooling agent has form of turbocooling set and includes shutting and distributing equipment. Source of compressed air is connected to inlet of turbine of mentioned set and low-temperature outlet of turbine is connected to freezing columns of cooling pipes through shutting and distributing equipment with the aid of flexible hoses. Freezing columns are mounted in cooling pipes for reciprocating motion along their axes. EFFECT: enhanced operational efficiency of process and gear. 3 cl, 3 dwg
机译:领域:采矿业,在复杂的水文地质条件下利用岩石冻结进行地下施工。实质:提案包括一组发明,即:在地下结构的建造过程中冻结岩石并实施工艺的装备。工艺包括钻进预冷孔和冻结孔,并在其中安装带有冻结柱的冷却管;将灌浆材料泵过冻结孔,以形成前部地板;注入冷却剂;形成冰和岩石围栏,随后进行钻孔和成形应有的工作。在预热孔和冻结孔之间钻有用于安装温度传感器的套管测温管的测温孔。进行岩石冷冻,直到形成固体冰和岩体达到应有的工作深度。空气流速通过其通过关闭和分配设备的通道进行调节。通过上部管道输送热水的压力射流,并通过下部冷却管道输送融化的岩石,可以在冰和岩体的前部区域形成空腔。用于岩石冻结的齿轮具有位于冷却孔中的中央冷却管,位于冷却孔中的外围冷却管,该冷却管在圆周上均匀定位,与中心管的轴线相距一定距离,靠近钻孔室的半径,并且与该轴线成一定角度并形成漏斗朝向正面,单向安装在冷却管中的冷冻柱,压缩空气和冷却剂的来源。冷却剂的来源具有涡轮冷却装置的形式,并包括关闭和分配设备。压缩空气源连接到上述机组的涡轮进口,而涡轮机的低温出口借助柔性软管通过关闭和分配设备连接到冷却管的冷冻塔。冷冻柱安装在冷却管中,以沿其轴往复运动。效果:提高了流程和设备的运营效率。 3 cl,3 dwg

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