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Deep foundation pit construction method of deep foundation pit supporting structure
The invention discloses a deep foundation pit supporting structure deep foundation pit construction method which comprises the following steps: S1, steel bar configuration and binding inspection; s2, bottom plate reinforcing steel bar construction; s3, wall plate reinforcing steel bar construction; s4, steel bar protection cushion blocks are laid; and S5, concrete pouring. The invention discloses a construction method for temporary plugging of an embedded sleeve. A constructor needs to strictly check according to a construction quality control program diagram. The formwork needs to be designed and calculated, the requirements for rigidity, strength and stability in the construction process are met, and the weight, lateral pressure and construction load of poured concrete can be reliably borne. And through the special structural design of the bottom plate and the wall plates, the sinking possibility of the foundation pit formwork is greatly reduced.
本发明公开了一种深基坑支护结构深基坑施工方法,包括以下步骤,S1、钢筋配置以及绑扎检查;S2、底板钢筋施工;S3、壁板钢筋施工;S4、铺设钢筋保护垫块;S5、混凝土浇筑。一种预埋套管临时封堵的施工方法,施工人员需按施工质量控制程序图严格把关。模板需进行设计计算,满足施工过程中刚度、强度和稳定性要求,能可靠地承受所浇筑混凝土重量、侧压力及施工荷载。通过底板和壁板的特殊结构设计,大大的减小了基坑模板下沉的可能性。
Deep foundation pit construction method of deep foundation pit supporting structure
The invention discloses a deep foundation pit supporting structure deep foundation pit construction method which comprises the following steps: S1, steel bar configuration and binding inspection; s2, bottom plate reinforcing steel bar construction; s3, wall plate reinforcing steel bar construction; s4, steel bar protection cushion blocks are laid; and S5, concrete pouring. The invention discloses a construction method for temporary plugging of an embedded sleeve. A constructor needs to strictly check according to a construction quality control program diagram. The formwork needs to be designed and calculated, the requirements for rigidity, strength and stability in the construction process are met, and the weight, lateral pressure and construction load of poured concrete can be reliably borne. And through the special structural design of the bottom plate and the wall plates, the sinking possibility of the foundation pit formwork is greatly reduced.
本发明公开了一种深基坑支护结构深基坑施工方法,包括以下步骤,S1、钢筋配置以及绑扎检查;S2、底板钢筋施工;S3、壁板钢筋施工;S4、铺设钢筋保护垫块;S5、混凝土浇筑。一种预埋套管临时封堵的施工方法,施工人员需按施工质量控制程序图严格把关。模板需进行设计计算,满足施工过程中刚度、强度和稳定性要求,能可靠地承受所浇筑混凝土重量、侧压力及施工荷载。通过底板和壁板的特殊结构设计,大大的减小了基坑模板下沉的可能性。
Deep foundation pit construction method of deep foundation pit supporting structure
一种深基坑支护结构深基坑施工方法
ZHAO XI (author) / WEI HUALONG (author) / HE JUANYING (author)
2024-12-10
Patent
Electronic Resource
Chinese
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