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A platform for research: civil engineering, architecture and urbanism
Construction method for building wall tie bar embedded part
The invention discloses a construction method for building a wall tie bar embedded part. The construction method specifically comprises the following steps that 1, an embedded part is bound with a horizontal reinforcing steel bar at the end of a wall column; 2, after the end of the wall column is subjected to mold sealing, the horizontal steel bar is bent; 3, concrete pouring is completed, the horizontal steel bar is straightened, and a formwork slides out along the horizontal steel bar; and 4, lacing bar lap joint construction is carried out, the embedded part is composed of a transverse rod and an arc-shaped rod, the arc-shaped rod is fixed to the end of the transverse rod, the transverse rod and the arc-shaped rod are fixed through welding, the end of the wall column is perpendicular to the corresponding horizontal steel bar, the length of the transverse rod ranges from 150 mm to 200 mm, the inner diameter of the arc-shaped rod is 30 mm, and wood braces are equidistantly arranged on the side, away from the end of the wall column, of the horizontal steel bar. By applying the construction system, the construction quality is greatly improved, the difficulty in formwork removal by directly embedding the tie bars traditionally is reduced, and the construction safety risk is reduced.
本发明公开了一种用于砌筑墙体拉结筋预埋件施工方法，该施工方法具体包括以下步骤；步骤1：预埋件与墙柱端头上的水平钢筋进行绑扎；步骤2：墙柱端头封模后，将水平钢筋进行弯折；步骤3：浇筑混凝土完成，将水平钢筋顺直，模板顺水平钢筋滑出；步骤4：进行拉结筋搭接施工，所述预埋件由横杆和弧形杆组成，所述横杆的端部固定有弧形杆，且横杆和弧形杆通过焊接进行固定，所述墙柱端头与对应的水平钢筋呈垂直设置，所述横杆的长度为150‑200mm，弧形杆的内直径为30mm，所述水平钢筋远离墙柱端头的一侧等距设置有木枋，本发明应用本施工体系大大提高了施工质量，降低了传统直接预埋拉结筋拆模困难，并且降低了施工安全风险。
Construction method for building wall tie bar embedded part
The invention discloses a construction method for building a wall tie bar embedded part. The construction method specifically comprises the following steps that 1, an embedded part is bound with a horizontal reinforcing steel bar at the end of a wall column; 2, after the end of the wall column is subjected to mold sealing, the horizontal steel bar is bent; 3, concrete pouring is completed, the horizontal steel bar is straightened, and a formwork slides out along the horizontal steel bar; and 4, lacing bar lap joint construction is carried out, the embedded part is composed of a transverse rod and an arc-shaped rod, the arc-shaped rod is fixed to the end of the transverse rod, the transverse rod and the arc-shaped rod are fixed through welding, the end of the wall column is perpendicular to the corresponding horizontal steel bar, the length of the transverse rod ranges from 150 mm to 200 mm, the inner diameter of the arc-shaped rod is 30 mm, and wood braces are equidistantly arranged on the side, away from the end of the wall column, of the horizontal steel bar. By applying the construction system, the construction quality is greatly improved, the difficulty in formwork removal by directly embedding the tie bars traditionally is reduced, and the construction safety risk is reduced.
本发明公开了一种用于砌筑墙体拉结筋预埋件施工方法，该施工方法具体包括以下步骤；步骤1：预埋件与墙柱端头上的水平钢筋进行绑扎；步骤2：墙柱端头封模后，将水平钢筋进行弯折；步骤3：浇筑混凝土完成，将水平钢筋顺直，模板顺水平钢筋滑出；步骤4：进行拉结筋搭接施工，所述预埋件由横杆和弧形杆组成，所述横杆的端部固定有弧形杆，且横杆和弧形杆通过焊接进行固定，所述墙柱端头与对应的水平钢筋呈垂直设置，所述横杆的长度为150‑200mm，弧形杆的内直径为30mm，所述水平钢筋远离墙柱端头的一侧等距设置有木枋，本发明应用本施工体系大大提高了施工质量，降低了传统直接预埋拉结筋拆模困难，并且降低了施工安全风险。
Construction method for building wall tie bar embedded part
一种用于砌筑墙体拉结筋预埋件的施工方法
YAO SHOUTAO (author) / BAI LEI (author) / SHI WEI (author)
2021-05-25
Patent
Electronic Resource
Chinese
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