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A platform for research: civil engineering, architecture and urbanism
Variable cross-section tower column steel bar positioning component jig frame structure and construction method
The invention relates to a variable cross-section tower column reinforcing steel bar positioning component jig frame structure which comprises an inner platform, an outer platform, an outer platform and an outer cantilever platform, the inner platform comprises a plurality of inner platform fixing sections arranged around the inner side of the contour line of a tower limb section at intervals, and the inner cantilever platforms are in lap joint with every two adjacent inner platform fixing sections; the outer platform comprises a plurality of outer platform fixing sections and outer cantilever platforms, the outer platform fixing sections are arranged around the outer side of the contour line of the tower limb section at intervals, and the outer cantilever platforms are in lap joint with every two adjacent outer platform fixing sections; the inner platform fixing section and the outer platform fixing section can move in the direction parallel to the telescopic direction of the main tower, and the length of the inner cantilever platform and the length of the outer cantilever platform can be adjusted. The component jig frame construction platform is designed in a segmented mode by taking the contour lines of the steel bars on the inner side and the outer side of the segmented section of the tower limb as the standard, so that material consumption of a steel platform structure is reduced, a new section construction platform can be conveniently and rapidly overlapped when the section of the tower column is changed, and the construction difficulty and danger of high-altitude operation of technicians are reduced.
本发明涉及一种变截面塔柱钢筋定位部品胎架结构，其包括：内平台，其包括用于绕塔肢节段轮廓线的内侧间隔设置的多个内平台固定段，以及搭接于相邻两个所述内平台固定段的内悬挑平台；外平台，其包括用于绕所述塔肢节段轮廓线的外侧间隔设置的多个外平台固定段，以及搭接于相邻两个所述外平台固定段的外悬挑平台；所述内平台固定段和所述外平台固定段均可沿与主塔伸缩方向平行的方向移动，所述内悬挑平台和所述外悬挑平台的长度均可调。通过以塔肢分段截面内外侧钢筋轮廓线为准，将部品胎架施工平台进行分段设计，从而减少了钢平台结构耗材，方便在塔柱截面更改时可以做到快速搭接新截面施工平台，降低了技术人员高空作业的施工难度及危险性。
Variable cross-section tower column steel bar positioning component jig frame structure and construction method
The invention relates to a variable cross-section tower column reinforcing steel bar positioning component jig frame structure which comprises an inner platform, an outer platform, an outer platform and an outer cantilever platform, the inner platform comprises a plurality of inner platform fixing sections arranged around the inner side of the contour line of a tower limb section at intervals, and the inner cantilever platforms are in lap joint with every two adjacent inner platform fixing sections; the outer platform comprises a plurality of outer platform fixing sections and outer cantilever platforms, the outer platform fixing sections are arranged around the outer side of the contour line of the tower limb section at intervals, and the outer cantilever platforms are in lap joint with every two adjacent outer platform fixing sections; the inner platform fixing section and the outer platform fixing section can move in the direction parallel to the telescopic direction of the main tower, and the length of the inner cantilever platform and the length of the outer cantilever platform can be adjusted. The component jig frame construction platform is designed in a segmented mode by taking the contour lines of the steel bars on the inner side and the outer side of the segmented section of the tower limb as the standard, so that material consumption of a steel platform structure is reduced, a new section construction platform can be conveniently and rapidly overlapped when the section of the tower column is changed, and the construction difficulty and danger of high-altitude operation of technicians are reduced.
本发明涉及一种变截面塔柱钢筋定位部品胎架结构，其包括：内平台，其包括用于绕塔肢节段轮廓线的内侧间隔设置的多个内平台固定段，以及搭接于相邻两个所述内平台固定段的内悬挑平台；外平台，其包括用于绕所述塔肢节段轮廓线的外侧间隔设置的多个外平台固定段，以及搭接于相邻两个所述外平台固定段的外悬挑平台；所述内平台固定段和所述外平台固定段均可沿与主塔伸缩方向平行的方向移动，所述内悬挑平台和所述外悬挑平台的长度均可调。通过以塔肢分段截面内外侧钢筋轮廓线为准，将部品胎架施工平台进行分段设计，从而减少了钢平台结构耗材，方便在塔柱截面更改时可以做到快速搭接新截面施工平台，降低了技术人员高空作业的施工难度及危险性。
Variable cross-section tower column steel bar positioning component jig frame structure and construction method
一种变截面塔柱钢筋定位部品胎架结构及施工方法
TANG LI (author) / GUO HUAN (author) / WANG LIANG (author) / CAO MINGMING (author) / LIU RUNZE (author) / LI YONGBO (author) / YI XIN (author) / LIU YAOHONG (author) / ZHAO XIUTIAN (author) / YU WENYUAN (author)
2023-08-22
Patent
Electronic Resource
Chinese
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