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The invention discloses a prefabricated column joint mounting and connecting method for a fabricated building. The prefabricated column joint mounting and connecting method for the fabricated building comprises the steps of S1, arranging a connecting column; S2, arranging a prefabricated column; S3, hoisting the prefabricated column, specifically, vertically hoisting the prefabricated column above the connecting column, and paving bed mortar on a connecting boss; S4, sleeving the connecting boss at the end of the connecting column with a connecting concave table at the lower end of the prefabricated column, aligning each upper steel bar connecting column with a corresponding lower steel bar connecting column, and supporting the prefabricated column through an inclined support; S5, firmly connecting threaded connecting sleeves on the lower steel bar connecting columns to the upper steel bar connecting columns; S6, erecting a pouring formwork at the joint of the prefabricated column and the connecting column in a surrounding mode, and pouring concrete into the formwork through an inclined grouting opening; and S7, removing the formwork after the concrete is solidified, removing the inclined support, and completing connection of the prefabricated column and the connecting column.
本发明公开了一种用于装配式建筑的预制柱接点安装连接方法,包括步骤:步骤1、设置连接柱,步骤2、设置预制柱,步骤3、吊运预制柱,将预制柱垂直吊运在连接柱上方,在连接凸台上铺设座浆;步骤4、使预制柱下端的连接凹台套设在连接柱端头的连接凸台上,使每根上钢筋连接柱与对应的下钢筋连接柱对齐,使用斜支撑对预制柱进行支撑;步骤5、使下钢筋连接柱上的螺纹连接套筒牢固连接在上钢筋连接柱上;步骤6、在预制柱和连接柱接头位置环绕架设浇筑模板,通过倾斜式灌浆口向模板内浇筑混凝土;步骤7、混凝土凝固后拆除模板,并拆除斜支撑,完成预制柱和连接柱连接。
The invention discloses a prefabricated column joint mounting and connecting method for a fabricated building. The prefabricated column joint mounting and connecting method for the fabricated building comprises the steps of S1, arranging a connecting column; S2, arranging a prefabricated column; S3, hoisting the prefabricated column, specifically, vertically hoisting the prefabricated column above the connecting column, and paving bed mortar on a connecting boss; S4, sleeving the connecting boss at the end of the connecting column with a connecting concave table at the lower end of the prefabricated column, aligning each upper steel bar connecting column with a corresponding lower steel bar connecting column, and supporting the prefabricated column through an inclined support; S5, firmly connecting threaded connecting sleeves on the lower steel bar connecting columns to the upper steel bar connecting columns; S6, erecting a pouring formwork at the joint of the prefabricated column and the connecting column in a surrounding mode, and pouring concrete into the formwork through an inclined grouting opening; and S7, removing the formwork after the concrete is solidified, removing the inclined support, and completing connection of the prefabricated column and the connecting column.
本发明公开了一种用于装配式建筑的预制柱接点安装连接方法,包括步骤:步骤1、设置连接柱,步骤2、设置预制柱,步骤3、吊运预制柱,将预制柱垂直吊运在连接柱上方,在连接凸台上铺设座浆;步骤4、使预制柱下端的连接凹台套设在连接柱端头的连接凸台上,使每根上钢筋连接柱与对应的下钢筋连接柱对齐,使用斜支撑对预制柱进行支撑;步骤5、使下钢筋连接柱上的螺纹连接套筒牢固连接在上钢筋连接柱上;步骤6、在预制柱和连接柱接头位置环绕架设浇筑模板,通过倾斜式灌浆口向模板内浇筑混凝土;步骤7、混凝土凝固后拆除模板,并拆除斜支撑,完成预制柱和连接柱连接。
Prefabricated column joint mounting and connecting method for fabricated building
一种用于装配式建筑的预制柱接点安装连接方法
WANG PING (author)
2021-08-06
Patent
Electronic Resource
Chinese
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