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Anti-displacement construction method for finished support pre-buried groove
The invention relates to an anti-displacement construction method for a finished support pre-buried groove. The anti-displacement construction method comprises the steps that 1, a plurality of anchorbolts are installed on the finished support pre-buried groove through an electric drill, and a first finished support pre-buried groove is formed; 2, bolts are installed on the first finished supportpre-buried groove through a torque wrench, and a second finished support pre-buried groove is formed; 3, a grouting formwork is fixed, the second finished support pre-buried groove is placed in a target installation position, the axis height deviation and the position deviation of the second finished support pre-buried groove meet preset conditions, and meanwhile the surface of the second finishedsupport pre-buried groove is tightly attached to the grouting surface; and 4, the distance between steel bars in a steel bar net of a main body structure is measured through a distance measuring instrument, the actual distance d meets the preset conditions, and welding is conducted. Accordingly, the perpendicularity of the second finished support pre-buried groove can be precisely controlled, then the finished support pre-buried groove can be prevented from deviating, and the field installation efficiency is improved.
本发明涉及一种成品支架预埋槽防位移施工方法,包括:步骤一,利用电钻将数个锚栓安装在成品支架预埋槽上,形成第一成品支架预埋槽;步骤二,利用力矩扳手将螺栓安装在所述第一成品支架预埋槽上,形成第二成品支架预埋槽;步骤三,固定灌浆模板,将所述第二成品支架预埋槽置入目标安装位置,使第二成品支架预埋槽的轴线高度偏差和位置偏差符合预设条件,同时使第二成品支架预埋槽表面与灌浆表面紧密贴合;步骤四,利用距离测量仪对主体结构的钢筋网中钢筋与钢筋之间的距离进行测量,使实际距离d符合预设条件,进行焊接;从而能够精确控制第二成品支架预埋槽的垂直度,进而可以防止本发明所述成品支架预埋槽发生偏移,提高现场安装效率。
Anti-displacement construction method for finished support pre-buried groove
The invention relates to an anti-displacement construction method for a finished support pre-buried groove. The anti-displacement construction method comprises the steps that 1, a plurality of anchorbolts are installed on the finished support pre-buried groove through an electric drill, and a first finished support pre-buried groove is formed; 2, bolts are installed on the first finished supportpre-buried groove through a torque wrench, and a second finished support pre-buried groove is formed; 3, a grouting formwork is fixed, the second finished support pre-buried groove is placed in a target installation position, the axis height deviation and the position deviation of the second finished support pre-buried groove meet preset conditions, and meanwhile the surface of the second finishedsupport pre-buried groove is tightly attached to the grouting surface; and 4, the distance between steel bars in a steel bar net of a main body structure is measured through a distance measuring instrument, the actual distance d meets the preset conditions, and welding is conducted. Accordingly, the perpendicularity of the second finished support pre-buried groove can be precisely controlled, then the finished support pre-buried groove can be prevented from deviating, and the field installation efficiency is improved.
本发明涉及一种成品支架预埋槽防位移施工方法,包括:步骤一,利用电钻将数个锚栓安装在成品支架预埋槽上,形成第一成品支架预埋槽;步骤二,利用力矩扳手将螺栓安装在所述第一成品支架预埋槽上,形成第二成品支架预埋槽;步骤三,固定灌浆模板,将所述第二成品支架预埋槽置入目标安装位置,使第二成品支架预埋槽的轴线高度偏差和位置偏差符合预设条件,同时使第二成品支架预埋槽表面与灌浆表面紧密贴合;步骤四,利用距离测量仪对主体结构的钢筋网中钢筋与钢筋之间的距离进行测量,使实际距离d符合预设条件,进行焊接;从而能够精确控制第二成品支架预埋槽的垂直度,进而可以防止本发明所述成品支架预埋槽发生偏移,提高现场安装效率。
Anti-displacement construction method for finished support pre-buried groove
一种成品支架预埋槽防位移施工方法
ZHU CHUANTAO (author) / LIANG HUINIAN (author) / LI GUANGCAI (author) / HAN YONGHUA (author) / CHENG HONGZHONG (author) / CHEN BAIBING (author) / ZOU JINLING (author) / ZHU DONGLEI (author) / HE WANGYANG (author) / LI WENBIN (author)
2021-02-26
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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