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COMPOSITE WALL USING ANGLED CHANNEL AND CONSTRUCTING METHOD THEREOF

机译:斜通道复合墙及其施工方法

摘要

A composite wall using a bearing pile equipped with a soldier pile having C-channels arranged to face each other, and the construction method are provided to reduce the thickness of an underground wall by utilizing easily as a structure member for reinforcing the stiffness of a structure constructed adjacently to an earth retaining wall, without hoarding a soldier pile by composing a soldier pile and a structure wall integrally. A composite wall using a bearing pile equipped with a soldier pile having C-channels arranged to face each other is formed by inserting a soldier pile(10), having a structure which two C-channels(11a,11b) are arranged to face each other at a certain distance in the longitudinal direction, into a hole(100) perforated in the ground and laying the soldier pile in fillers(101) filled in the hole, forming a structure wall(3) integrally with the soldier pile by placing concrete on the front of a front flange of the C-shaped channel and the front of the rear soil while the front of the front flange of the C-channel of the soldier is exposed to the outside by excavation of the front ground, thereby forming one structure with the soldier pile and the structure wall and supporting the rear soil.
机译:本发明提供了一种使用承重桩的复合墙,该承重桩配备有具有彼此面对的C形通道的士兵桩,并且提供了一种施工方法,以通过容易地用作增强结构刚度的结构构件来减小地下墙的厚度。与挡土墙相邻地建造,而无需通过将士兵桩和结构墙整体组合而ho积士兵桩。通过插入具有构造成两个C通道(11a,11b)彼此面对的结构的士兵桩(10),形成使用带有配备有具有彼此面对的C通道的士兵桩的承重桩的复合墙。沿纵向以一定距离将其插入到在地面上打孔的孔(100)中,然后将士兵桩放入填充在该孔中的填充剂(101)中,通过放置混凝土与士兵桩一体形成结构墙(3)在C形通道的前凸缘的前部和后土的前部上,而士兵C形通道的前凸缘的前部则通过开挖前部地面而暴露于外部,从而形成一个带有士兵桩和结构墙的结构,并支撑后土。

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