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Construction method of giant asymmetric suspension pure steel structure tower
The invention discloses a construction method of a giant asymmetric suspension pure steel structure tower. The giant asymmetric suspension pure steel structure tower comprises a core tube, a bottom supporting structure, a temporary truss layer, a lower suspension wing and an upper suspension wing; when the core tube is installed to the eighth layer, the bottom supporting structure is constructed synchronously; after construction of the lower suspension wing is completed, the temporary truss layer is installed on the upper portion of the lower suspension wing; the temporary truss layer is used as a vertical stress unit to support construction of the upper suspension wing; in the construction process of the upper suspension wing, the core tube on the lower portion of the lower suspension wing and the upper suspension wing can be subjected to civil engineering and electromechanical construction; and after construction of the upper suspension wing is completed, the temporary truss layer is dismantled. According to the construction method of the giant asymmetric suspension pure steel structure tower, the construction period can be shortened on the premise that the construction safety degree requirement is met.
本发明公开了一种巨型非对称悬挂纯钢结构塔楼的施工方法,包括:核心筒、底部支撑结构、临时桁架层、下悬翼和上悬翼;核心筒安装至第八层时,底部支撑结构同步施工;下悬翼施工完成后,在下悬翼的上部安装临时桁架层;并以临时桁架层作为竖直受力单元支撑上悬翼的施工;上悬翼施工过程中,下悬翼和上悬翼下部的核心筒能够进行土建和机电施工;上悬翼施工完成后,拆除临时桁架层。根据本发明的一种巨型非对称悬挂纯钢结构塔楼的施工方法,能够在满足施工安全度要求的前提下,加快施工工期。
Construction method of giant asymmetric suspension pure steel structure tower
The invention discloses a construction method of a giant asymmetric suspension pure steel structure tower. The giant asymmetric suspension pure steel structure tower comprises a core tube, a bottom supporting structure, a temporary truss layer, a lower suspension wing and an upper suspension wing; when the core tube is installed to the eighth layer, the bottom supporting structure is constructed synchronously; after construction of the lower suspension wing is completed, the temporary truss layer is installed on the upper portion of the lower suspension wing; the temporary truss layer is used as a vertical stress unit to support construction of the upper suspension wing; in the construction process of the upper suspension wing, the core tube on the lower portion of the lower suspension wing and the upper suspension wing can be subjected to civil engineering and electromechanical construction; and after construction of the upper suspension wing is completed, the temporary truss layer is dismantled. According to the construction method of the giant asymmetric suspension pure steel structure tower, the construction period can be shortened on the premise that the construction safety degree requirement is met.
本发明公开了一种巨型非对称悬挂纯钢结构塔楼的施工方法,包括:核心筒、底部支撑结构、临时桁架层、下悬翼和上悬翼;核心筒安装至第八层时,底部支撑结构同步施工;下悬翼施工完成后,在下悬翼的上部安装临时桁架层;并以临时桁架层作为竖直受力单元支撑上悬翼的施工;上悬翼施工过程中,下悬翼和上悬翼下部的核心筒能够进行土建和机电施工;上悬翼施工完成后,拆除临时桁架层。根据本发明的一种巨型非对称悬挂纯钢结构塔楼的施工方法,能够在满足施工安全度要求的前提下,加快施工工期。
Construction method of giant asymmetric suspension pure steel structure tower
一种巨型非对称悬挂纯钢结构塔楼的施工方法
GAN MINGYAN (Autor:in) / WEN CHUANLIANG (Autor:in) / CHEN LEI (Autor:in) / LIU BEN (Autor:in) / HUANG WULANG (Autor:in) / ZHANG YUPING (Autor:in) / LIU CHUNMEI (Autor:in) / LEI LING (Autor:in) / CHENG DONG (Autor:in)
30.11.2021
Patent
Elektronische Ressource
Chinesisch
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