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Large cantilever structure fabricated building construction method
The invention relates to the technical field of assembly type building construction, and provides a large-cantilever structure assembly type building construction method aiming at the situation that the connecting position of a traditional prefabricated balcony and a floor slab is prone to cracking, the large-cantilever structure assembly type building construction method comprises the following steps that S1, during floor slab construction, a plurality of reinforcing rods are pre-buried and fixed to the outer side of the floor slab; s2, prefabricated balcony manufacturing; the prefabricated balcony is provided with a plurality of mounting grooves corresponding to the plurality of reinforcing rods, and the mounting grooves are used for embedding the corresponding reinforcing rods; s3, a temporary support used for supporting the prefabricated balcony is erected at the bottom of the prefabricated balcony mounting station; s4, the prefabricated balcony is hoisted to the top of the temporary support through a crane, and the reinforcing rods are embedded into corresponding mounting grooves in the bottom of the prefabricated balcony; s5, reserved steel bars on the close sides of the floor slab and the prefabricated balcony are bound and connected; and S6, a formwork is erected at the joint of the floor slab and the prefabricated balcony, and concrete is poured. The method has the effect that the situation that the joint of the prefabricated balcony and the floor slab is prone to cracking is reduced.
本申请涉及装配式建筑施工的技术领域,针对传统预制阳台与楼板连接处容易发生开裂的情况,提出了一种大悬臂结构装配式建筑施工方法,包括以下步骤:S1:楼板施工时,在楼板外侧预埋固定若干加强杆;S2:预制阳台制作;所述预制阳台对应若干所述加强杆开设有若干安装槽,所述安装槽用于供对应的加强杆嵌入;S3:在预制阳台安装工位底部支设用于支撑预制阳台的临时支架;S4:通过吊机将预制阳台吊放至临时支架顶部,并使加强杆嵌入至预制阳台底部对应的安装槽内;S5:绑扎连接楼板与预制阳台两者相近一侧的预留钢筋;S6:在楼板与预制阳台连接处支设模板并浇筑混凝土。本申请具有减少预制阳台与楼板连接处容易开裂的情况的效果。
Large cantilever structure fabricated building construction method
The invention relates to the technical field of assembly type building construction, and provides a large-cantilever structure assembly type building construction method aiming at the situation that the connecting position of a traditional prefabricated balcony and a floor slab is prone to cracking, the large-cantilever structure assembly type building construction method comprises the following steps that S1, during floor slab construction, a plurality of reinforcing rods are pre-buried and fixed to the outer side of the floor slab; s2, prefabricated balcony manufacturing; the prefabricated balcony is provided with a plurality of mounting grooves corresponding to the plurality of reinforcing rods, and the mounting grooves are used for embedding the corresponding reinforcing rods; s3, a temporary support used for supporting the prefabricated balcony is erected at the bottom of the prefabricated balcony mounting station; s4, the prefabricated balcony is hoisted to the top of the temporary support through a crane, and the reinforcing rods are embedded into corresponding mounting grooves in the bottom of the prefabricated balcony; s5, reserved steel bars on the close sides of the floor slab and the prefabricated balcony are bound and connected; and S6, a formwork is erected at the joint of the floor slab and the prefabricated balcony, and concrete is poured. The method has the effect that the situation that the joint of the prefabricated balcony and the floor slab is prone to cracking is reduced.
本申请涉及装配式建筑施工的技术领域,针对传统预制阳台与楼板连接处容易发生开裂的情况,提出了一种大悬臂结构装配式建筑施工方法,包括以下步骤:S1:楼板施工时,在楼板外侧预埋固定若干加强杆;S2:预制阳台制作;所述预制阳台对应若干所述加强杆开设有若干安装槽,所述安装槽用于供对应的加强杆嵌入;S3:在预制阳台安装工位底部支设用于支撑预制阳台的临时支架;S4:通过吊机将预制阳台吊放至临时支架顶部,并使加强杆嵌入至预制阳台底部对应的安装槽内;S5:绑扎连接楼板与预制阳台两者相近一侧的预留钢筋;S6:在楼板与预制阳台连接处支设模板并浇筑混凝土。本申请具有减少预制阳台与楼板连接处容易开裂的情况的效果。
Large cantilever structure fabricated building construction method
一种大悬臂结构装配式建筑施工方法
SUN YONG (Autor:in) / LI CHENGLIANG (Autor:in) / MA YUCHENG (Autor:in)
06.09.2024
Patent
Elektronische Ressource
Chinesisch
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