Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connection construction method of concrete constructional column tie bar pre-embedded straight thread sleeve assembly
The invention relates to a concrete constructional column tie bar pre-embedded straight thread sleeve assembly connection construction method which comprises the following steps during construction: step S1, fixing a straight thread sleeve assembly at a preset position of a steel reinforcement framework of a cross beam of each floor by adopting a spot welding or binding wire binding method; s2, concrete is poured, and all the straight thread sleeve assemblies are pre-buried in the concrete of the corresponding floor cross beams; s3, one ends of four constructional column tie bars are screwed into corresponding upper sleeve inner threaded holes in an upper sleeve of one straight thread sleeve assembly, and the other ends of the four constructional column tie bars are screwed into corresponding lower sleeve inner threaded holes in a lower sleeve of the other straight thread sleeve assembly; s4, a plurality of reinforcement cages are fixed to the four constructional column tie bars through a spot welding or binding wire binding method; and S5, concrete is poured, the constructional column tie bars, the reinforcement cage and the straight thread sleeve assembly are buried in the concrete, and the concrete constructional column is formed. According to the invention, the structural stability and reliability of the constructional column are facilitated.
本发明涉及一种混凝土构造柱拉结筋预埋直螺纹套筒组合件连接施工方法，施工时，包括以下步骤：步骤S1、在各楼层横梁的钢筋骨架的预定位置采用点焊或用扎丝绑扎的方法固定直螺纹套筒组合件；步骤S2、浇筑混泥土，将各个直螺纹套筒组合件预埋于对应楼层横梁的混泥土中；步骤S3、将4根构造柱拉结筋的一端旋于一个直螺纹套筒组件的上套筒中对应的上套筒内螺纹孔，另一端旋于另一个直螺纹套筒组件的下套筒中对应的下套筒内螺纹孔；步骤S4、在4根构造柱拉结筋上采用点焊或用扎丝绑扎的方法固定若干钢筋笼；步骤S5、浇筑混泥土，将构造柱拉结筋、钢筋笼、直螺纹套筒组合件埋于混泥土，形成混凝土构造柱。通过本发明，有利于构造柱结构稳定、可靠。
Connection construction method of concrete constructional column tie bar pre-embedded straight thread sleeve assembly
The invention relates to a concrete constructional column tie bar pre-embedded straight thread sleeve assembly connection construction method which comprises the following steps during construction: step S1, fixing a straight thread sleeve assembly at a preset position of a steel reinforcement framework of a cross beam of each floor by adopting a spot welding or binding wire binding method; s2, concrete is poured, and all the straight thread sleeve assemblies are pre-buried in the concrete of the corresponding floor cross beams; s3, one ends of four constructional column tie bars are screwed into corresponding upper sleeve inner threaded holes in an upper sleeve of one straight thread sleeve assembly, and the other ends of the four constructional column tie bars are screwed into corresponding lower sleeve inner threaded holes in a lower sleeve of the other straight thread sleeve assembly; s4, a plurality of reinforcement cages are fixed to the four constructional column tie bars through a spot welding or binding wire binding method; and S5, concrete is poured, the constructional column tie bars, the reinforcement cage and the straight thread sleeve assembly are buried in the concrete, and the concrete constructional column is formed. According to the invention, the structural stability and reliability of the constructional column are facilitated.
本发明涉及一种混凝土构造柱拉结筋预埋直螺纹套筒组合件连接施工方法，施工时，包括以下步骤：步骤S1、在各楼层横梁的钢筋骨架的预定位置采用点焊或用扎丝绑扎的方法固定直螺纹套筒组合件；步骤S2、浇筑混泥土，将各个直螺纹套筒组合件预埋于对应楼层横梁的混泥土中；步骤S3、将4根构造柱拉结筋的一端旋于一个直螺纹套筒组件的上套筒中对应的上套筒内螺纹孔，另一端旋于另一个直螺纹套筒组件的下套筒中对应的下套筒内螺纹孔；步骤S4、在4根构造柱拉结筋上采用点焊或用扎丝绑扎的方法固定若干钢筋笼；步骤S5、浇筑混泥土，将构造柱拉结筋、钢筋笼、直螺纹套筒组合件埋于混泥土，形成混凝土构造柱。通过本发明，有利于构造柱结构稳定、可靠。
Connection construction method of concrete constructional column tie bar pre-embedded straight thread sleeve assembly
混凝土构造柱拉结筋预埋直螺纹套筒组合件连接施工方法
WANG LIQUN (Autor:in) / DING WEIYE (Autor:in) / YE HAIJUN (Autor:in) / HUANG HAI (Autor:in) / ZHU HANGYU (Autor:in) / ZHANG HAIBING (Autor:in)
19.09.2023
Patent
Elektronische Ressource
Chinesisch
Composite column rigid straight thread sleeve connection one-time forming construction process
| Europäisches Patentamt | 2020
Beveled connection method for steel bar straight thread sleeve and stiff column
| Europäisches Patentamt | 2021
| Europäisches Patentamt | 2021
Formwork-free construction method for straight wall constructional column
| Europäisches Patentamt | 2023
Male and female tenon straight thread connection steel bar sleeve
| Europäisches Patentamt | 2022