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The earth retaining wall is constructed in the underground rim which converse hitting construction method null

机译:挡土墙建在地下边缘,反击施工方法无效

摘要

PURPOSE: To reduce the construction period and the construction pollution in the neighboring area, by rationalizing the construction and deliberately treating the construction materials and saving labors, on constructing an underground structure toy the reverse placing method of concrete. CONSTITUTION: An outer peripheral earth-retaining wall 1 of an underground structure is constructed and intermediate piles 2 are driven to support the base course and the underground structure and the base course is covered after the primary excavation and a suspension type form-unit II composed of form- supports of the upper one floor, beam-forms, and slab-forms 5 is installed on the form-support floor of the upper one floor after the secondary excavation and then reinforcements are arranged and concrete is placed. And after the tertiary excavation has been carried out in just the state the suspension type form-unit H is hung, the form-support floor is installed on the ground corresponding to the lower one floor. And the form-unit H is slid down on the support floor and reinforcements are assembled in the unit H and a hollow steel pipe column C is suspended under the upper beam and concrete is placed. These processes are repeated to construct one floor and a foundation.
机译:目的:通过合理化施工,刻意处理建筑材料,节省劳力,缩短施工时间,减少周边地区的施工污染,是一种采用反浇混凝土的方法。构成:构造地下结构的外围挡土墙1,并打桩中间桩2以支撑基础层和地下结构,并且在初步开挖和悬挂式模板单元II组成后覆盖基础层在第二层开挖之后,将上层的模板支撑,梁模板和平板模板5安装在上一层的模板支撑地板上,然后布置钢筋并放置混凝土。并且,仅在悬挂了悬架式模板单元H的状态下进行了第三次挖掘之后,将模板支撑地板安装在与下一层相对应的地面上。然后将模板单元H滑落到支撑地板上,并在单元H中组装钢筋,并将空心钢管柱C悬挂在上梁下方,并放置混凝土。重复这些过程,以构造一个地板和一个基础。

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