Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel column construction method and station building construction method
The invention relates to a construction method of a steel column and a construction method of a station building. The method comprises the steps that S1, a first concrete bearing platform is poured, an anchor bolt support is pre-buried in the first concrete bearing platform, and the anchor bolt support comprises a plurality of screws extending out of the first concrete bearing platform; s2, a section of column is installed on the anchor bolt support, a screw rod penetrates through a bottom plate of the section of column, nuts which are pressed on the two sides of the bottom plate respectively are arranged on the screw rod, and the nuts on the screw rod are adjusted to enable the section of column to incline towards the outer side; s3, a second concrete bearing platform is poured; s4, hoisting the second-section column to enable the second-section column to be connected with the exposed end of the first-section column; and S5, the third-section column is hoisted, the end of the third-section column is connected with the end of the second-section column, and a temporary supporting frame is installed between a top plate of the third-section column and the second concrete bearing platform. The installation precision and the installation stability of the steel column are guaranteed, and the construction period of the station building is shortened.
本申请涉及一种钢柱的施工方法以及站房的施工方法，所述钢柱的施工方法包括。S1、浇筑第一混凝土承台，并在第一混凝土承台内预埋锚栓支架，所述锚栓支架包括多个向第一混凝土承台外伸出的螺杆；S2、在锚栓支架上安装一节柱，使螺杆穿过一节柱的底板，并在螺杆上设置分别压紧于底板两侧的螺母，调节各螺杆上螺母使一节柱朝向外侧倾斜；S3、浇筑第二混凝土承台；S4、吊装二节柱，使二节柱与一节柱的露出端连接；S5、吊装三节柱，使三节柱与二节柱的端部连接，并在三节柱的顶板与第二混凝土承台之间安装临时支撑架。本发明保证了钢柱的安装精度以及安装的稳定性，缩短了站房的施工工期。
Steel column construction method and station building construction method
The invention relates to a construction method of a steel column and a construction method of a station building. The method comprises the steps that S1, a first concrete bearing platform is poured, an anchor bolt support is pre-buried in the first concrete bearing platform, and the anchor bolt support comprises a plurality of screws extending out of the first concrete bearing platform; s2, a section of column is installed on the anchor bolt support, a screw rod penetrates through a bottom plate of the section of column, nuts which are pressed on the two sides of the bottom plate respectively are arranged on the screw rod, and the nuts on the screw rod are adjusted to enable the section of column to incline towards the outer side; s3, a second concrete bearing platform is poured; s4, hoisting the second-section column to enable the second-section column to be connected with the exposed end of the first-section column; and S5, the third-section column is hoisted, the end of the third-section column is connected with the end of the second-section column, and a temporary supporting frame is installed between a top plate of the third-section column and the second concrete bearing platform. The installation precision and the installation stability of the steel column are guaranteed, and the construction period of the station building is shortened.
本申请涉及一种钢柱的施工方法以及站房的施工方法，所述钢柱的施工方法包括。S1、浇筑第一混凝土承台，并在第一混凝土承台内预埋锚栓支架，所述锚栓支架包括多个向第一混凝土承台外伸出的螺杆；S2、在锚栓支架上安装一节柱，使螺杆穿过一节柱的底板，并在螺杆上设置分别压紧于底板两侧的螺母，调节各螺杆上螺母使一节柱朝向外侧倾斜；S3、浇筑第二混凝土承台；S4、吊装二节柱，使二节柱与一节柱的露出端连接；S5、吊装三节柱，使三节柱与二节柱的端部连接，并在三节柱的顶板与第二混凝土承台之间安装临时支撑架。本发明保证了钢柱的安装精度以及安装的稳定性，缩短了站房的施工工期。
Steel column construction method and station building construction method
一种钢柱的施工方法以及站房的施工方法
FAN KAOPING (Autor:in) / QIAN SHAOBO (Autor:in) / YANG CHUNSHENG (Autor:in) / ZHANG CHAOFAN (Autor:in) / LI XING (Autor:in) / MO BINBIN (Autor:in) / WANG YA (Autor:in) / LIU WENHAI (Autor:in) / ZHANG FUXIANG (Autor:in) / WANG SHUAI (Autor:in)
10.11.2023
Patent
Elektronische Ressource
Chinesisch
Fabricated steel structure building steel column structure and construction method
| Europäisches Patentamt | 2023
| Europäisches Patentamt | 2022