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Construction method for deep foundation pit concrete tank chamber in severe cold area
The invention provides a construction method of a deep foundation pit concrete tank chamber in a severe cold area, which comprises the following steps of: a, dividing the deep foundation pit into a plurality of construction sections along the vertical direction according to the depth of a to-be-excavated concrete tank chamber foundation pit; b, earthwork of the uppermost construction section is excavated firstly; c, the pit wall of the excavated construction section foundation pit is trimmed to serve as an outer side formwork of the construction section concrete tank chamber wall, and then an inner side formwork, a bottom formwork and a formwork support are erected; d, concrete is poured into the pouring cavity; meanwhile, excavation construction of a lower adjacent construction section is conducted; e, after the concrete tank chamber wall of the upper construction section is solidified, the formwork and the formwork support of the concrete tank chamber wall of the previous construction section are dismantled; f, the steps c-e are repeated until the pouring work of the whole concrete tank chamber wall is completed, and finally the tank bottom of the concrete tank chamber is poured; and g, the edge of the prefabricated tank top is connected with the top of the tank chamber wall. The construction method is short in construction period, easy in thermal insulation construction and low in construction cost.
本发明提供了一种严寒地区深基坑混凝土罐室的施工方法,该方法包括以下步骤:a、根据待挖设的混凝土罐室基坑深度,沿上下方向分成若干施工段;b、先挖最上一段施工段的土方;c、修整挖好的施工段基坑的坑壁,作为施工段混凝土罐室壁的外侧模板,然后支设内侧模板、底部模板以及模板支撑;d、然后向浇筑腔内浇筑混凝土;同时进行下方相邻一段施工段的开挖施工;e、待上方施工段的混凝土罐室壁凝固后,拆除上一施工段的混凝土罐室壁的模板及模板支撑;f、重复步骤c~e,直至完成整个混凝土罐室壁的浇筑工作,最后再浇筑混凝土罐室的罐底;g、将预制好的灌顶的边缘与罐室壁的顶部相接。本施工方法施工周期短,易于保温施工,施工成本低。
Construction method for deep foundation pit concrete tank chamber in severe cold area
The invention provides a construction method of a deep foundation pit concrete tank chamber in a severe cold area, which comprises the following steps of: a, dividing the deep foundation pit into a plurality of construction sections along the vertical direction according to the depth of a to-be-excavated concrete tank chamber foundation pit; b, earthwork of the uppermost construction section is excavated firstly; c, the pit wall of the excavated construction section foundation pit is trimmed to serve as an outer side formwork of the construction section concrete tank chamber wall, and then an inner side formwork, a bottom formwork and a formwork support are erected; d, concrete is poured into the pouring cavity; meanwhile, excavation construction of a lower adjacent construction section is conducted; e, after the concrete tank chamber wall of the upper construction section is solidified, the formwork and the formwork support of the concrete tank chamber wall of the previous construction section are dismantled; f, the steps c-e are repeated until the pouring work of the whole concrete tank chamber wall is completed, and finally the tank bottom of the concrete tank chamber is poured; and g, the edge of the prefabricated tank top is connected with the top of the tank chamber wall. The construction method is short in construction period, easy in thermal insulation construction and low in construction cost.
本发明提供了一种严寒地区深基坑混凝土罐室的施工方法,该方法包括以下步骤:a、根据待挖设的混凝土罐室基坑深度,沿上下方向分成若干施工段;b、先挖最上一段施工段的土方;c、修整挖好的施工段基坑的坑壁,作为施工段混凝土罐室壁的外侧模板,然后支设内侧模板、底部模板以及模板支撑;d、然后向浇筑腔内浇筑混凝土;同时进行下方相邻一段施工段的开挖施工;e、待上方施工段的混凝土罐室壁凝固后,拆除上一施工段的混凝土罐室壁的模板及模板支撑;f、重复步骤c~e,直至完成整个混凝土罐室壁的浇筑工作,最后再浇筑混凝土罐室的罐底;g、将预制好的灌顶的边缘与罐室壁的顶部相接。本施工方法施工周期短,易于保温施工,施工成本低。
Construction method for deep foundation pit concrete tank chamber in severe cold area
一种严寒地区深基坑混凝土罐室的施工方法
GUO HUAXIN (Autor:in) / HE QINGYI (Autor:in) / BAI XIAODONG (Autor:in)
07.05.2024
Patent
Elektronische Ressource
Chinesisch
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