Construction method of large-dip-angle inclined connected steel structure

• Main Authors: ZHANG LIBIN, SHI ZHIPING, YU HOUJIN, GUAN QIAOYING, XU HONGCHENG, CHEN YONGLI, WANG HONGWEI, ZHAO YAN, LIU BOSHUN, WEN JUN, ZHU QIAN, ZHAI DAPENG
• Format: Patent
• Language: Chinese; English
• Published: 12.05.2023
• Subjects: BUILDING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE; CEILINGS; FIXED CONSTRUCTIONS; FLOORS; FORMS; GENERAL BUILDING CONSTRUCTIONS; HANDLING BUILDING MATERIALS ON THE SITE; INSULATION OR OTHER PROTECTION OF BUILDINGS; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS; ROOFS; SCAFFOLDING; SHUTTERING; WALLS, e.g. PARTITIONS

The invention relates to the technical field of building structures, and discloses a construction method for a large-dip-angle inclined connected steel structure. The construction of the large-dip-angle inclined connection steel structure relates to a tower structure, a large-dip-angle inclined connection structure, a skirt room structure and a temporary supporting frame. The large-dip-angle inclined connection structure comprises an inclined connection bottom inclined beam, an inclined connection floor structure and an inclined connection top inclined beam. According to the installation method, the tower structure and the temporary supporting frame are firstly installed, then the large-dip-angle inclined connection structure is installed, in the installation process, the tower structure and the inclined connection bottom inclined beams are kept to be at least one layer ahead of the inclined connection floor structure, the inclined connection top inclined beams are sequentially installed along with the inclin