首页> 外国专利> CONSTRUCTION METHOD FOR TUNNEL PASSING THROUGH HIGH-ANGLE THRUST WATER-RICH AND SAND-RICH FAULT

CONSTRUCTION METHOD FOR TUNNEL PASSING THROUGH HIGH-ANGLE THRUST WATER-RICH AND SAND-RICH FAULT

机译:高角度推力富水,富砂断层隧道穿越的施工方法

摘要

Disclosed is a construction method for a tunnel passing through a high-angle thrust water-rich and sand-rich fault, comprising the following steps: 1, performing the preliminary excavation and the supporting construction of a rear-side tunnel section (3); 2, performing the synchronous excavation and the supporting construction of the rear-side tunnel section (3) and a drainage cave body of a drainage cave (2); 3, performing the synchronous excavation and the supporting construction of the rear-side tunnel section (3), the drainage cave body of the drainage cave (2), and a rear-side detouring heading pit (1) section; 4, performing the excavation and the supporting construction of a front drainage cave (2) body, a front heading pit section, and a central tunnel section (5); and 5, performing the excavation and the supporting construction of a front-side tunnel section (4). The water on the upper wall of the fault is drained by means of a high-level drainage cave between a tunnel main cave and a detouring heading pit, and the auxiliary drainage is performed by means of the detouring heading pit and the fault condition in front of a tunnel face of the main cave is explored in advance, thereby ensuring the construction safety of each tunnel face. The method employs a three-step method for the excavation of the tunnel main cave, employs double preliminary supporting structures for the full-section supporting of a tunnel cave after excavation, can ensure the safety of the tunnel structure later, and shortens the construction cycle.
机译:公开了一种通过大角度推力富水富沙断层的隧道施工方法,包括以下步骤:1,进行后方隧道段(3)的初步开挖和支护施工;如图2所示,进行后方隧道部(3)和排水洞(2)的排水洞体的同步开挖和支撑施工。 3,对后方隧道段(3),排水洞(2)的排水洞体和后方tour回掘进坑(1)段进行同步开挖和支护施工;参照图4,进行前排水洞(2)主体,前a坑段和中央隧道段(5)的开挖和支撑施工。 5,进行前侧隧道部(4)的挖掘和支撑施工。断层上壁的水通过隧道主洞和tour回掘进坑之间的高位排水洞排干,辅助排水通过the回掘进坑和前方的断层条件进行提前探索主洞隧道面的安全性,从而确保每个隧道面的施工安全。该方法采用三步法进行隧道主洞的开挖,采用双预支护结构进行开挖后隧道洞的全断面支护,可以保证以后隧道结构的安全性,缩短施工周期。 。

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