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Caisson type pile manufacture farmland stationary construction manner and the primary excavation process which investigates

机译:沉井式打桩农田固定施工方式及初步开挖过程研究

摘要

PROBLEM TO BE SOLVED: To propose a construction method for a large diameter deep foundation, and an earth retaining structure for a large diameter deep foundation, which are never affected by change in ground conditions.;SOLUTION: The construction method of an earth retaining for deep foundation includes: a primary excavation step of digging an excavation hole 2 downwardly; a primary bar arrangement step of arranging first vertical reinforcing bars along a hole wall surface 2a which results from the primary excavation step; a primary spraying step of spraying spray concrete 6 to the hole wall surface 2a; a secondary excavation step of excavating the bottom of the excavated hole 2 to form a space below the first vertical reinforcing bars; a support arrangement step of arranging a ring support 3 in the space; a secondary bar arrangement step of arranging second vertical reinforcing bars along the hole wall surface 2a of the space shallower than the ring support 3; and a secondary spraying step of spraying spray concrete 6 to the hole wall surface 2a shallower than the ring support 3 within the space. The earth retaining structure 1 for deep foundation is constructed by this construction method.;COPYRIGHT: (C)2011,JPO&INPIT
机译:解决的问题:提出一种不受直径条件变化影响的大直径深基础施工方法和大直径深基础挡土结构。深基坑包括:向下挖掘开挖孔2的主要开挖步骤。初级钢筋布置步骤,其沿着由初级挖掘步骤产生的孔壁表面2a布置第一竖直钢筋。第一喷涂步骤是将混凝土6喷涂到孔壁表面2a上。在第二挖掘工序中,对挖掘孔2的底部进行挖掘,以在第一垂直加强筋的下方形成空间。支撑布置步骤,在所述空间中布置环形支撑件3。第二杆布置步骤是沿着比环支撑件3浅的空间的孔壁表面2a布置第二竖直加强杆;在该空间内,在比环状支撑件3浅的孔壁面2a上喷射混凝土6的二次喷射工序。深基坑挡土结构1就是用这种施工方法建造的。版权所有:(C)2011,日本特许厅

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