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CONSTRUCTION METHOD FOR LARGE-CROSS SECTION, LARGE-DEPTH UNDERGROUND WALL

机译:大断面大深度地下墙的施工方法

摘要

PURPOSE:To construct an excavation groove with a conventional excavator without forming an inner wall by bracing or inverted lining in constructing a large-cross section, large-depth cylindrical underground wall. CONSTITUTION:Linear excavation grooves with the preset length are excavated in advance at a preset interval over the peripheral direction in the direction perpendicular to the curve of an underground wall A, concrete is placed in the excavation grooves, and wall-shaped bodies 1 or columnar bodies are constructed in advance. The ground between the adjacent pre-wall-shaped bodies 1 or columnar bodies is excavated, concrete 2 is placed, and the concrete 2 and the pre-wall-shaped bodies 1 or columnar bodies are integrated to form a cylindrical underground wall.
机译:用途:在建造大截面,大深度的圆柱形地下墙时,用传统的挖掘机在不形成内壁的情况下通过撑杆或倒衬构造开挖槽。组成:具有预定长度的线性开槽预先在周向上沿垂直于地下墙A曲线的方向在圆周方向上按预定间隔开挖,在开挖槽中放置混凝土,壁状体1或圆柱状车身是事先建造的。挖掘相邻的预壁状体1或柱状体之间的地面,并放置混凝土2,将混凝土2和预壁状体1或柱状体一体化而形成圆筒状的地下壁。

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