Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method for hoisting latticed column in place
The invention relates to the technical field of building construction, and provides a latticed column hoisting in-place construction method which comprises the following steps: controlling the elevation of a latticed column according to the elevation of the bottom surface of concrete at the bottom of a cup foundation; determining the mounting positions of latticed columns on the top surface and the inner side of the cup foundation; measuring and determining the spacing distance between each side concrete side wall of the bottom of the cup foundation and each side wall of the column foot of the lattice column, and marking on the top surface of the cup foundation; first supporting structures corresponding to the spacing distances are arranged on the periphery of the column foot of the latticed column; the latticed column is hoisted, so that column feet of the latticed column are supported in the cup foundation, and all the first supporting structures are supported on the corresponding concrete side walls; and aligning and fixing the periphery of the top of the cup foundation and the latticed column by using a second supporting structure. The problems that in a traditional scheme, the correction time of the latticed column is long, the hoisting qualification rate is low, and the construction efficiency is low can be effectively solved, the construction stability of the latticed column is guaranteed, the construction speed is effectively increased, and the construction cost is reduced.
本发明涉及建筑施工技术领域，提供一种格构柱吊装就位施工方法，包括：根据杯口基础底部混凝土底面标高控制格构柱标高；在杯口基础的顶面和杯口基础的内侧确定格构柱的安装位置；测量确定杯口基础底部各侧混凝土侧壁与格构柱柱脚各侧壁之间的间隔距离，并在杯口基础顶面标记；在格构柱柱脚周围设置与各间隔距离对应的第一支撑结构；吊装格构柱，使格构柱柱脚支撑在杯口基础中，并且使各第一支撑结构支撑在对应的混凝土侧壁上；在杯口基础顶部四周与格构柱之间使用第二支撑结构进行找正固定。本发明能够有效解决传统方案中格构柱的校正时间长、吊装合格率较低和施工效率低的问题，保证格构柱施工的稳定性，有效提高施工速度，降低施工成本。
Construction method for hoisting latticed column in place
The invention relates to the technical field of building construction, and provides a latticed column hoisting in-place construction method which comprises the following steps: controlling the elevation of a latticed column according to the elevation of the bottom surface of concrete at the bottom of a cup foundation; determining the mounting positions of latticed columns on the top surface and the inner side of the cup foundation; measuring and determining the spacing distance between each side concrete side wall of the bottom of the cup foundation and each side wall of the column foot of the lattice column, and marking on the top surface of the cup foundation; first supporting structures corresponding to the spacing distances are arranged on the periphery of the column foot of the latticed column; the latticed column is hoisted, so that column feet of the latticed column are supported in the cup foundation, and all the first supporting structures are supported on the corresponding concrete side walls; and aligning and fixing the periphery of the top of the cup foundation and the latticed column by using a second supporting structure. The problems that in a traditional scheme, the correction time of the latticed column is long, the hoisting qualification rate is low, and the construction efficiency is low can be effectively solved, the construction stability of the latticed column is guaranteed, the construction speed is effectively increased, and the construction cost is reduced.
本发明涉及建筑施工技术领域，提供一种格构柱吊装就位施工方法，包括：根据杯口基础底部混凝土底面标高控制格构柱标高；在杯口基础的顶面和杯口基础的内侧确定格构柱的安装位置；测量确定杯口基础底部各侧混凝土侧壁与格构柱柱脚各侧壁之间的间隔距离，并在杯口基础顶面标记；在格构柱柱脚周围设置与各间隔距离对应的第一支撑结构；吊装格构柱，使格构柱柱脚支撑在杯口基础中，并且使各第一支撑结构支撑在对应的混凝土侧壁上；在杯口基础顶部四周与格构柱之间使用第二支撑结构进行找正固定。本发明能够有效解决传统方案中格构柱的校正时间长、吊装合格率较低和施工效率低的问题，保证格构柱施工的稳定性，有效提高施工速度，降低施工成本。
Construction method for hoisting latticed column in place
格构柱吊装就位施工方法
ZHAO CONG (Autor:in) / ZHENG YAN (Autor:in) / WANG TI (Autor:in) / YU YOUFA (Autor:in) / LIU DANQING (Autor:in)
19.07.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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