Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Y-shaped column and profile steel over-limit beam stiffened steel structure and construction method
The invention relates to the technical field of over-limit beam stiffened steel, in particular to a Y-shaped column and profile steel over-limit beam stiffened steel structure which comprises a foundation seat, a steel plate is arranged at the top of the foundation seat; a preformed hole is formed in the surface of the profile steel cushion block, a beam steel bar is inserted into the preformed hole, a first moving frame is arranged in the preformed hole, a second moving frame is arranged on the surface of the first moving frame, a first screw rod is arranged at the end of the first moving frame, and a second screwing rod is installed at the end of the first screw rod; the section steel door-shaped frame upright post is arranged at the top of the foundation seat; the invention further discloses a construction method of the Y-shaped column and profile steel over-limit beam stiffened steel structure, the construction method comprises the following steps of installation and adjustment, and the construction method has the beneficial effects that according to installation of the profile steel n-shaped frame stand columns, firstly, the profile steel n-shaped frame stand columns and pre-buried foundation bolts are preliminarily fixed, and the positions and perpendicularity of the profile steel n-shaped frame stand columns are adjusted and checked; and finally fixing after no error exists.
本发明涉及超限梁劲钢技术领域，具体为一种Y型柱和型钢超限梁劲钢结构，包括：基础座，基础座的顶部设置有钢板；型钢垫块，型钢垫块的表面开设有预留孔，预留孔中插接有梁钢筋，预留孔中设置有第一移动架，第一移动架的表面设置有第二移动架，第一移动架的端部设置有第一螺杆，第一螺杆的端部安装有第二旋拧杆；及型钢门字架立柱，设于基础座的顶部；本发明还公开了一种Y型柱和型钢超限梁劲钢结构施工方法，包含以下步骤：安装、调节，有益效果为：本发明提出的安装型钢门字架立柱：首先将型钢门字架立柱与预埋的地脚螺栓初步固定，调整校核型钢门字架立柱位置和垂直度，无误后进行最终固定。
Y-shaped column and profile steel over-limit beam stiffened steel structure and construction method
The invention relates to the technical field of over-limit beam stiffened steel, in particular to a Y-shaped column and profile steel over-limit beam stiffened steel structure which comprises a foundation seat, a steel plate is arranged at the top of the foundation seat; a preformed hole is formed in the surface of the profile steel cushion block, a beam steel bar is inserted into the preformed hole, a first moving frame is arranged in the preformed hole, a second moving frame is arranged on the surface of the first moving frame, a first screw rod is arranged at the end of the first moving frame, and a second screwing rod is installed at the end of the first screw rod; the section steel door-shaped frame upright post is arranged at the top of the foundation seat; the invention further discloses a construction method of the Y-shaped column and profile steel over-limit beam stiffened steel structure, the construction method comprises the following steps of installation and adjustment, and the construction method has the beneficial effects that according to installation of the profile steel n-shaped frame stand columns, firstly, the profile steel n-shaped frame stand columns and pre-buried foundation bolts are preliminarily fixed, and the positions and perpendicularity of the profile steel n-shaped frame stand columns are adjusted and checked; and finally fixing after no error exists.
本发明涉及超限梁劲钢技术领域，具体为一种Y型柱和型钢超限梁劲钢结构，包括：基础座，基础座的顶部设置有钢板；型钢垫块，型钢垫块的表面开设有预留孔，预留孔中插接有梁钢筋，预留孔中设置有第一移动架，第一移动架的表面设置有第二移动架，第一移动架的端部设置有第一螺杆，第一螺杆的端部安装有第二旋拧杆；及型钢门字架立柱，设于基础座的顶部；本发明还公开了一种Y型柱和型钢超限梁劲钢结构施工方法，包含以下步骤：安装、调节，有益效果为：本发明提出的安装型钢门字架立柱：首先将型钢门字架立柱与预埋的地脚螺栓初步固定，调整校核型钢门字架立柱位置和垂直度，无误后进行最终固定。
Y-shaped column and profile steel over-limit beam stiffened steel structure and construction method
一种Y型柱和型钢超限梁劲钢结构及施工方法
ZHANG RUI (Autor:in) / ZHANG LONGKAI (Autor:in) / TU XIAO (Autor:in) / MA DENGHUA (Autor:in) / LIANG LONGLONG (Autor:in) / LIU YANG (Autor:in) / WANG SHUAI (Autor:in)
31.03.2023
Patent
Elektronische Ressource
Chinesisch
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