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The excavation method in large underground cavity construction

机译:大型地下洞室施工中的开挖方法

摘要

PROBLEM TO BE SOLVED: To minimize the displacement of a cavity accompanying excavation by excavating a block penetrating through the central part in advance, constructing side blocks zigzag on both sides thereof by block construction, and performing the excavation of a side wall finish part by breaker excavation. SOLUTION: A central block 20 penetrating through the central part is first excavated in advance. Side blocks 21 on both sides of the central block 20 are constructed zigzag by block construction. Namely, the excavation of a slant line part is performed in order of 1→4→5→9 every block. The excavation of a blanked part is then performed in order of 3→6→7→10. A breaker excavation by a breaker is performed after the side block excavation. Thus, a wide space is effectively utilized to improve safety, and excavation quantity per day can be increased since a number of facings are provided.
机译:要解决的问题:通过预先挖出穿透中心部分的砌块,通过砌块结构在其两侧构造侧弯之字形,并用破碎锤进行侧壁精加工部分的挖掘,来最大程度地减少随开挖而引起的空腔位移。挖掘。解决方案:预先挖穿穿过中央部分的中央块20。中心块20两侧的侧块21通过块构造而被锯齿形地构造。即,斜线部分的开挖按每个块1×4×5×9的顺序进行。然后按3 3667710的顺序开挖毛坯零件。侧板开挖后,进行破碎机的破碎机开挖。因此,有效的利用了宽阔的空间以提高安全性,并且由于提供了许多饰面,因此每天的挖掘量可以增加。

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