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Construction method for tie reinforcement of single-side formwork of deep foundation pit
The invention discloses a construction method for tie reinforcement of a single-side formwork of a deep foundation pit, and relates to the technical field of building construction, and the construction method comprises the following steps: S10, construction of a structural bottom plate: surveying and setting out, controlling the position, mounting the structural bottom plate, and pre-embedding steel bars into the plate; s20, constructing a scaffold; s30, outer side formwork construction is conducted, specifically, an outer side formwork is installed firstly, then holes are drilled in the formwork, screw rod steel bar planting is conducted along the holes, chemical glue is fully injected during steel bar planting, and after the strength meets the requirement, outer wall brick blank formwork building is conducted; s40, waterproof and protective layer construction and waterproof joint treatment are carried out; s50, inner side formwork erecting construction is conducted; and S60, wall column concrete pouring is conducted, specifically, a layer-by-layer plate wall integral pouring mode is adopted, and the pouring sequence must be that the inner wall and the frame column are poured to the beam bottom firstly, then the outer wall is poured in a layered mode, and finally a top plate is poured. The construction method has the beneficial effect that the accuracy and stability of the construction method are guaranteed.
本发明公开了一种深基坑单边支模拉结加固的施工方法,涉及建筑施工技术领域,包括以下步骤:S10,结构底板施工:测量放线并控制好位置,安装结构底板且将钢筋预埋入板内;S20,脚手架施工;S30,外侧模施工:先安装外侧模板,然后在模板上钻孔,并沿孔进行螺杆植筋,且在植筋时注满化学胶,待强度达到要求后进行外墙砖胎膜砌筑;S40,防水及其保护层施工、防水节点处理;S50,内侧支模施工;S60,墙柱混凝土浇筑:采用逐层板墙整浇方式,浇筑顺序必须按照先将内墙、框架柱浇筑至梁底,再将外墙分层浇筑,最后浇筑顶板。本发明的有益效果:保证了施工方法的准确性和稳定性。
Construction method for tie reinforcement of single-side formwork of deep foundation pit
The invention discloses a construction method for tie reinforcement of a single-side formwork of a deep foundation pit, and relates to the technical field of building construction, and the construction method comprises the following steps: S10, construction of a structural bottom plate: surveying and setting out, controlling the position, mounting the structural bottom plate, and pre-embedding steel bars into the plate; s20, constructing a scaffold; s30, outer side formwork construction is conducted, specifically, an outer side formwork is installed firstly, then holes are drilled in the formwork, screw rod steel bar planting is conducted along the holes, chemical glue is fully injected during steel bar planting, and after the strength meets the requirement, outer wall brick blank formwork building is conducted; s40, waterproof and protective layer construction and waterproof joint treatment are carried out; s50, inner side formwork erecting construction is conducted; and S60, wall column concrete pouring is conducted, specifically, a layer-by-layer plate wall integral pouring mode is adopted, and the pouring sequence must be that the inner wall and the frame column are poured to the beam bottom firstly, then the outer wall is poured in a layered mode, and finally a top plate is poured. The construction method has the beneficial effect that the accuracy and stability of the construction method are guaranteed.
本发明公开了一种深基坑单边支模拉结加固的施工方法,涉及建筑施工技术领域,包括以下步骤:S10,结构底板施工:测量放线并控制好位置,安装结构底板且将钢筋预埋入板内;S20,脚手架施工;S30,外侧模施工:先安装外侧模板,然后在模板上钻孔,并沿孔进行螺杆植筋,且在植筋时注满化学胶,待强度达到要求后进行外墙砖胎膜砌筑;S40,防水及其保护层施工、防水节点处理;S50,内侧支模施工;S60,墙柱混凝土浇筑:采用逐层板墙整浇方式,浇筑顺序必须按照先将内墙、框架柱浇筑至梁底,再将外墙分层浇筑,最后浇筑顶板。本发明的有益效果:保证了施工方法的准确性和稳定性。
Construction method for tie reinforcement of single-side formwork of deep foundation pit
一种深基坑单边支模拉结加固的施工方法
ZAN SHUAI (author) / LIU FENGHUA (author) / WU JIANDU (author) / ZHU FENG (author) / LIU ZHENGZHI (author) / YANG ZHIYONG (author) / MA XIAOPENG (author) / XI CHENG (author) / ZHENG QIAHE (author) / LEI TIANFU (author)
2023-09-19
Patent
Electronic Resource
Chinese
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