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A platform for research: civil engineering, architecture and urbanism
Construction method of structural joint with joint pulling plate
The invention discloses a construction method of a structural joint with a joint pulling plate. The method comprises the following steps that S1, main body structural steel bars of a concrete construction wall are bound; s2, measuring and positioning the mounting position of the seam pulling plate; s3, positioning ribs are implanted; s4, the joint pulling plate is installed in the main body structure steel bars, and the joint pulling plate is positioned through the positioning bars; s5, vertical through holes are formed in the two transverse sides of the seam pulling plate installed in the step S4, and constructional steel bars are inserted into the seam pulling plate along the through holes and penetrate through the seam pulling plate; and S6, the surface of the joint pulling plate is covered with a plastic film, and then concrete is poured. According to the method, the construction steps and the structure of the joint pulling plate are optimized, the positioning ribs are arranged to be matched with the positioning brackets, preliminary limiting is formed on the joint pulling plate, constructional steel bars are arranged on the joint pulling plate in a penetrating mode, and secondary limiting is conducted on the joint pulling plate, so that the joint pulling plate is effectively limited, and the phenomenon that the joint pulling plate deviates due to impact in the construction process is avoided; and the forming quality of the structural joint is effectively improved.
本发明公开了一种具有拉缝板的结构缝的施工方法，该方法包括以下步骤：S1，绑扎混凝土构造墙的主体结构钢筋；S2，对拉缝板安装位置进行测量和定位；S3，植入定位筋；S4，将拉缝板安装于主体结构钢筋内，通过定位筋对拉缝板进行定位；S5，在S4中安装好的拉缝板的横向的两侧开设竖直的通孔，将构造钢筋沿通孔插入并穿过所述拉缝板；S6，在拉缝板的表面覆盖设置塑料薄膜，然后浇筑混凝土。本发明通过优化施工步骤和拉缝板的结构，通过设置定位筋配合定位牛腿，对拉缝板形成初步限位，在拉缝板上穿设构造钢筋，将拉缝板二次限位，有效将拉缝板限位，避免了拉缝板在施工过程中因冲击而产生偏移，有效提高了结构缝的成型质量。
Construction method of structural joint with joint pulling plate
The invention discloses a construction method of a structural joint with a joint pulling plate. The method comprises the following steps that S1, main body structural steel bars of a concrete construction wall are bound; s2, measuring and positioning the mounting position of the seam pulling plate; s3, positioning ribs are implanted; s4, the joint pulling plate is installed in the main body structure steel bars, and the joint pulling plate is positioned through the positioning bars; s5, vertical through holes are formed in the two transverse sides of the seam pulling plate installed in the step S4, and constructional steel bars are inserted into the seam pulling plate along the through holes and penetrate through the seam pulling plate; and S6, the surface of the joint pulling plate is covered with a plastic film, and then concrete is poured. According to the method, the construction steps and the structure of the joint pulling plate are optimized, the positioning ribs are arranged to be matched with the positioning brackets, preliminary limiting is formed on the joint pulling plate, constructional steel bars are arranged on the joint pulling plate in a penetrating mode, and secondary limiting is conducted on the joint pulling plate, so that the joint pulling plate is effectively limited, and the phenomenon that the joint pulling plate deviates due to impact in the construction process is avoided; and the forming quality of the structural joint is effectively improved.
本发明公开了一种具有拉缝板的结构缝的施工方法，该方法包括以下步骤：S1，绑扎混凝土构造墙的主体结构钢筋；S2，对拉缝板安装位置进行测量和定位；S3，植入定位筋；S4，将拉缝板安装于主体结构钢筋内，通过定位筋对拉缝板进行定位；S5，在S4中安装好的拉缝板的横向的两侧开设竖直的通孔，将构造钢筋沿通孔插入并穿过所述拉缝板；S6，在拉缝板的表面覆盖设置塑料薄膜，然后浇筑混凝土。本发明通过优化施工步骤和拉缝板的结构，通过设置定位筋配合定位牛腿，对拉缝板形成初步限位，在拉缝板上穿设构造钢筋，将拉缝板二次限位，有效将拉缝板限位，避免了拉缝板在施工过程中因冲击而产生偏移，有效提高了结构缝的成型质量。
Construction method of structural joint with joint pulling plate
具有拉缝板的结构缝的施工方法
HE ZHONGYONG (author) / CHEN MINGCHAO (author)
2024-01-23
Patent
Electronic Resource
Chinese
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