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Constructional column construction method
The invention relates to the technical field of building construction, and provides a constructional column construction method. The constructional column construction method comprises the following steps that when pouring of a lower-layer structure of a building is completed and steel bars are erected on an upper-layer structure, a partition plate is arranged at a set position of a constructional column, then column steel bars of a constructional column are erected, the upper ends of the column steel bars are connected with the steel bars of the upper-layer structure, the lower ends of the column steel bars are connected with steel bars reserved in the lower layer structure or penetrate through the partition plate to be implanted into the lower layer structure; a column formwork is erected according to the shape of the constructional column, a pouring hole is reserved in the top end of the column formwork, concrete is poured, and the column formwork is dismantled after the concrete reaches the first preset strength; the partition plates are dismantled, and the space between the constructional column and the lower layer structure is filled with the concrete or cement mortar. According to the constructional column construction method, a main body part of the constructional column and a main body structure of the building are constructed synchronously, the construction efficiency is improved, it is guaranteed that stress of the constructional column is uniform, and the problem of secondary construction is avoided.
本发明涉及建筑施工技术领域,提供了一种构造柱施工方法,包括:在建筑物下层结构浇筑完毕,上层结构支设钢筋时,在构造柱的既定位置处设置一隔板,然后支设构造柱的柱钢筋,所述柱钢筋的上端与所述上层结构的钢筋连接,所述柱钢筋的下端与所述下层结构预留的钢筋连接或者在穿经所述隔板后植入所述下层结构内;按照所述构造柱的形状支设柱模板,所述柱模板顶端预留浇筑孔,并浇筑混凝土,在所述混凝土达到第一预设强度后拆除所述柱模板;拆除所述隔板,并向所述构造柱与所述下层结构间填充混凝土或水泥砂浆。该构造柱施工方法将构造柱的主体部分与建筑物的主体结构同步进行施工,提高了施工效率,保证构造柱的受力均匀,避免了二次施工的问题。
Constructional column construction method
The invention relates to the technical field of building construction, and provides a constructional column construction method. The constructional column construction method comprises the following steps that when pouring of a lower-layer structure of a building is completed and steel bars are erected on an upper-layer structure, a partition plate is arranged at a set position of a constructional column, then column steel bars of a constructional column are erected, the upper ends of the column steel bars are connected with the steel bars of the upper-layer structure, the lower ends of the column steel bars are connected with steel bars reserved in the lower layer structure or penetrate through the partition plate to be implanted into the lower layer structure; a column formwork is erected according to the shape of the constructional column, a pouring hole is reserved in the top end of the column formwork, concrete is poured, and the column formwork is dismantled after the concrete reaches the first preset strength; the partition plates are dismantled, and the space between the constructional column and the lower layer structure is filled with the concrete or cement mortar. According to the constructional column construction method, a main body part of the constructional column and a main body structure of the building are constructed synchronously, the construction efficiency is improved, it is guaranteed that stress of the constructional column is uniform, and the problem of secondary construction is avoided.
本发明涉及建筑施工技术领域,提供了一种构造柱施工方法,包括:在建筑物下层结构浇筑完毕,上层结构支设钢筋时,在构造柱的既定位置处设置一隔板,然后支设构造柱的柱钢筋,所述柱钢筋的上端与所述上层结构的钢筋连接,所述柱钢筋的下端与所述下层结构预留的钢筋连接或者在穿经所述隔板后植入所述下层结构内;按照所述构造柱的形状支设柱模板,所述柱模板顶端预留浇筑孔,并浇筑混凝土,在所述混凝土达到第一预设强度后拆除所述柱模板;拆除所述隔板,并向所述构造柱与所述下层结构间填充混凝土或水泥砂浆。该构造柱施工方法将构造柱的主体部分与建筑物的主体结构同步进行施工,提高了施工效率,保证构造柱的受力均匀,避免了二次施工的问题。
Constructional column construction method
构造柱施工方法
ZHANG CHUNXIN (author)
2021-10-29
Patent
Electronic Resource
Chinese
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