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Novel stand column structure based on steel-concrete structure and column foundation connecting method of novel stand column structure
The novel stand column structure based on the reinforced concrete structure comprises a foundation platform, the foundation platform comprises a foundation pit and cushion layer steel bars, the cushion layer steel bars are laid in the foundation pit, and concrete is poured into the cushion layer steel bars to form cushion layer reinforced concrete; a foundation bolt frame is arranged on the upper portion of the cushion layer reinforced concrete, and concrete continues to be poured into the foundation bolt frame to form a foundation platform; the hot-dip galvanized K-shaped steel column is vertically arranged on the upper portion of the foundation platform, the bottom of the hot-dip galvanized K-shaped steel column is provided with a base anchor, the foundation platform and the base anchor are installed through a foundation bolt frame, and improvement of the stand column structure form and connection of the stand column and the foundation platform is achieved. According to the efficient and economical column foundation construction method, the novel alloy steel mixed stand column based on hot galvanizing K-shaped steel is in dual connection with the foundation bearing platform, so that the good mechanical property is achieved.
本发明公开了一种基于钢混结构的新型立柱构造及其柱基连接方法,包括基础承台,基础承台包括基坑和垫层钢筋,在基坑内部铺设垫层钢筋,在垫层钢筋灌注混凝土形成垫层钢筋混凝土,在垫层钢筋混凝土上部设置地脚螺栓架、继续在地脚螺栓架内部灌注混凝土形成基础承台;热镀锌K型钢柱,热镀锌K型钢柱竖向设置在基础承台的上部,且热镀锌K型钢柱底部设置有地脚板,基础承台通过地脚螺栓架与地脚板安装,实现对于立柱构造形式和立柱与基础承台连接的改进问题,提供一种基于热镀锌K型钢的新型合金钢混立柱对基础承台的双重连接、以至达到良好力学性能的高效节约柱基施工方法。
Novel stand column structure based on steel-concrete structure and column foundation connecting method of novel stand column structure
The novel stand column structure based on the reinforced concrete structure comprises a foundation platform, the foundation platform comprises a foundation pit and cushion layer steel bars, the cushion layer steel bars are laid in the foundation pit, and concrete is poured into the cushion layer steel bars to form cushion layer reinforced concrete; a foundation bolt frame is arranged on the upper portion of the cushion layer reinforced concrete, and concrete continues to be poured into the foundation bolt frame to form a foundation platform; the hot-dip galvanized K-shaped steel column is vertically arranged on the upper portion of the foundation platform, the bottom of the hot-dip galvanized K-shaped steel column is provided with a base anchor, the foundation platform and the base anchor are installed through a foundation bolt frame, and improvement of the stand column structure form and connection of the stand column and the foundation platform is achieved. According to the efficient and economical column foundation construction method, the novel alloy steel mixed stand column based on hot galvanizing K-shaped steel is in dual connection with the foundation bearing platform, so that the good mechanical property is achieved.
本发明公开了一种基于钢混结构的新型立柱构造及其柱基连接方法,包括基础承台,基础承台包括基坑和垫层钢筋,在基坑内部铺设垫层钢筋,在垫层钢筋灌注混凝土形成垫层钢筋混凝土,在垫层钢筋混凝土上部设置地脚螺栓架、继续在地脚螺栓架内部灌注混凝土形成基础承台;热镀锌K型钢柱,热镀锌K型钢柱竖向设置在基础承台的上部,且热镀锌K型钢柱底部设置有地脚板,基础承台通过地脚螺栓架与地脚板安装,实现对于立柱构造形式和立柱与基础承台连接的改进问题,提供一种基于热镀锌K型钢的新型合金钢混立柱对基础承台的双重连接、以至达到良好力学性能的高效节约柱基施工方法。
Novel stand column structure based on steel-concrete structure and column foundation connecting method of novel stand column structure
一种基于钢混结构的新型立柱构造及其柱基连接方法
RAN SHENGCAI (Autor:in) / WANG QINGYUAN (Autor:in) / SUN JIANYU (Autor:in) / CHEN HENGCHAO (Autor:in) / XIE XIAOHUI (Autor:in) / REN ZHENLONG (Autor:in)
30.05.2023
Patent
Elektronische Ressource
Chinesisch
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