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Tower column construction method
The invention relates to a tower column construction method which comprises the steps that a bottom section is constructed to the bottom section design height, the bottom section design height is the sum of the bottom section reference height and the construction height, the construction height is larger than 0, and the bottom section comprises a bottom section formwork and bottom section concrete; the bottom section formwork is cut, so that the top face of the bottom section concrete is located above the top end of the bottom section formwork; the tower column is constructed to the tower column design height on the bottom section, the tower column design height is the difference between the tower column reference height and the building height, and the tower column comprises a tower column formwork and tower column concrete. According to the invention, the tower column template can be erected around the peripheral surface of the bottom section concrete, so that the tower column template is more convenient to erect and assemble, slab staggering at the section position is avoided, and meanwhile, the joint of the tower column template and the bottom section template is lower than the joint of the tower column concrete and the bottom section concrete, so that the phenomenon that the tower column template is damaged when the tower column concrete is poured is avoided. The quality defects such as formwork expansion occur at the joint of the tower column formwork and the bottom section formwork, and leakage during tower column concrete pouring at the joint of the tower column formwork and the bottom section formwork is avoided.
本申请涉及一种塔柱施工方法,其包括:将底节施工至底节设计高度,底节设计高度为底节基准高度与加筑高度之和,加筑高度大于0,底节包括底节模板和底节混凝土;切割底节模板,以使底节混凝土顶面位于底节模板顶端之上;在底节上将塔柱施工至塔柱设计高度,塔柱设计高度为塔柱基准高度与加筑高度之差,塔柱包括塔柱模板和塔柱混凝土。本发明中,塔柱模板可以围绕底节混凝土外周表面进行搭设,使塔柱模板搭设拼装更加方便,避免了分节处出现错台,同时塔柱模板和底节模板连接处低于塔柱混凝土与底节混凝土连接处,避免塔柱混凝土在浇筑时,塔柱模板和底节模板连接处出现涨模等质量缺陷,避免了在塔柱模板和底节模板连接处塔柱混凝土浇筑时漏缝。
Tower column construction method
The invention relates to a tower column construction method which comprises the steps that a bottom section is constructed to the bottom section design height, the bottom section design height is the sum of the bottom section reference height and the construction height, the construction height is larger than 0, and the bottom section comprises a bottom section formwork and bottom section concrete; the bottom section formwork is cut, so that the top face of the bottom section concrete is located above the top end of the bottom section formwork; the tower column is constructed to the tower column design height on the bottom section, the tower column design height is the difference between the tower column reference height and the building height, and the tower column comprises a tower column formwork and tower column concrete. According to the invention, the tower column template can be erected around the peripheral surface of the bottom section concrete, so that the tower column template is more convenient to erect and assemble, slab staggering at the section position is avoided, and meanwhile, the joint of the tower column template and the bottom section template is lower than the joint of the tower column concrete and the bottom section concrete, so that the phenomenon that the tower column template is damaged when the tower column concrete is poured is avoided. The quality defects such as formwork expansion occur at the joint of the tower column formwork and the bottom section formwork, and leakage during tower column concrete pouring at the joint of the tower column formwork and the bottom section formwork is avoided.
本申请涉及一种塔柱施工方法,其包括:将底节施工至底节设计高度,底节设计高度为底节基准高度与加筑高度之和,加筑高度大于0,底节包括底节模板和底节混凝土;切割底节模板,以使底节混凝土顶面位于底节模板顶端之上;在底节上将塔柱施工至塔柱设计高度,塔柱设计高度为塔柱基准高度与加筑高度之差,塔柱包括塔柱模板和塔柱混凝土。本发明中,塔柱模板可以围绕底节混凝土外周表面进行搭设,使塔柱模板搭设拼装更加方便,避免了分节处出现错台,同时塔柱模板和底节模板连接处低于塔柱混凝土与底节混凝土连接处,避免塔柱混凝土在浇筑时,塔柱模板和底节模板连接处出现涨模等质量缺陷,避免了在塔柱模板和底节模板连接处塔柱混凝土浇筑时漏缝。
Tower column construction method
一种塔柱施工方法
LI YANZHE (author) / BAI XIAOMING (author) / LI XIN (author) / ZHAO ZILONG (author) / LIN XIDI (author) / WU YI (author) / YU WENZHI (author) / WANG YUANYONG (author) / XIAO HENGLIN (author) / CHEN NA (author)
2023-12-19
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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