Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method for overhead bottom plate on natural slope foundation
The invention discloses a construction method for an overhead bottom plate on a natural slope foundation, relates to the technical field of construction, and can solve the problems that construction on an original landform is troublesome and the landform is damaged at present. The construction method for the overhead bottom plate on the natural slope foundation comprises the steps that S1, soil mass data of a natural slope and size data of an adjustable bottom support are obtained; s2, determining the span b of construction of the adjustable bottom support, and obtaining the lowest depth H of the adjustable bottom support inserted into the soil body according to the span b, the soil body data and the size data of the adjustable bottom support; s3, positioning and paying off are conducted on the natural slope according to the span b, and vertical rod supporting points are determined; s4, the adjustable bottom support is inserted into the soil body, the insertion position is a vertical rod supporting point, the insertion depth is larger than or equal to H, and it is ensured that a tray of the adjustable bottom support and the soil body are compacted; s5, a formwork support system is erected on the basis of the adjustable bottom support; and S6, bottom horizontal tubes are arranged at the bottoms of the vertical rods of the formwork support system, and the adjacent vertical rods are tied.
本发明公开了自然斜坡基础上的架空底板施工方法，涉及施工技术领域，可解决目前在原始地貌上施工麻烦、破坏地貌的问题。本发明实施例的自然斜坡基础上的架空底板施工方法，包括：S1，获取自然斜坡的土体数据和可调底托的尺寸数据；S2，确定可调底托施工的跨距b，并根据跨距b、土体数据以及可调底托的尺寸数据获取可调底托插入土体的最低深度H；S3，根据跨距b在自然斜坡上进行定位放线，确定立杆支设点；S4，将可调底托插入到土体内，插入位置为立杆支设点，插入深度要大于或等于H，并确保可调底托的托盘与土体压实；S5，在可调底托的基础上架设模板支架体系；S6，在模板支架体系的立杆底部设置扫地杆，拉结相邻的立杆。
Construction method for overhead bottom plate on natural slope foundation
The invention discloses a construction method for an overhead bottom plate on a natural slope foundation, relates to the technical field of construction, and can solve the problems that construction on an original landform is troublesome and the landform is damaged at present. The construction method for the overhead bottom plate on the natural slope foundation comprises the steps that S1, soil mass data of a natural slope and size data of an adjustable bottom support are obtained; s2, determining the span b of construction of the adjustable bottom support, and obtaining the lowest depth H of the adjustable bottom support inserted into the soil body according to the span b, the soil body data and the size data of the adjustable bottom support; s3, positioning and paying off are conducted on the natural slope according to the span b, and vertical rod supporting points are determined; s4, the adjustable bottom support is inserted into the soil body, the insertion position is a vertical rod supporting point, the insertion depth is larger than or equal to H, and it is ensured that a tray of the adjustable bottom support and the soil body are compacted; s5, a formwork support system is erected on the basis of the adjustable bottom support; and S6, bottom horizontal tubes are arranged at the bottoms of the vertical rods of the formwork support system, and the adjacent vertical rods are tied.
本发明公开了自然斜坡基础上的架空底板施工方法，涉及施工技术领域，可解决目前在原始地貌上施工麻烦、破坏地貌的问题。本发明实施例的自然斜坡基础上的架空底板施工方法，包括：S1，获取自然斜坡的土体数据和可调底托的尺寸数据；S2，确定可调底托施工的跨距b，并根据跨距b、土体数据以及可调底托的尺寸数据获取可调底托插入土体的最低深度H；S3，根据跨距b在自然斜坡上进行定位放线，确定立杆支设点；S4，将可调底托插入到土体内，插入位置为立杆支设点，插入深度要大于或等于H，并确保可调底托的托盘与土体压实；S5，在可调底托的基础上架设模板支架体系；S6，在模板支架体系的立杆底部设置扫地杆，拉结相邻的立杆。
Construction method for overhead bottom plate on natural slope foundation
自然斜坡基础上的架空底板施工方法
LIU WEI (Autor:in) / YUAN FU (Autor:in) / WANG XINPENG (Autor:in) / CHU DAOGUO (Autor:in) / GUO MENG (Autor:in) / FENG WENBO (Autor:in) / HE BIN (Autor:in) / WANG AOLIN (Autor:in) / MA JIXIANG (Autor:in) / ZHOU ZHIWEI (Autor:in)
27.08.2024
Patent
Elektronische Ressource
Chinesisch
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