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Construction method of outer-frame-free and support-free assembled integral concrete structure
The invention relates to fabricated building construction, and discloses an outer-frame-free and support-free fabricated integral concrete structure construction method which comprises the following technical steps that S1, the size of each part of a fabricated structure is measured in advance, and a main beam, an enclosure wall and a floor slab are manufactured according to the measured size; s2, prefabricated column hoisting, wherein prefabricated columns are arranged according to the construction area; s3, main beams are installed, specifically, the main beams are erected between every two adjacent prefabricated columns, and cantilever plates are arranged on the outer sides of the main beams located on the edges; s4, an enclosure wall is installed, specifically, the enclosure wall is vertically placed on the cantilever plate and fixed; s5, floor slab installation is conducted, specifically, an installation area used for installing the floor slab is defined by the multiple main beams, and the floor slab is installed in the installation area and fixed to the main beams; and S6, concrete pouring is conducted, specifically, concrete is poured on the upper sides of the floor slabs, and after the concrete is cooled, assembly of the first-storey building is completed. The method has the effects that the construction cost of the fabricated building is reduced, and the construction speed of the fabricated building is increased.
本申请涉及装配式建筑施工,公开了一种无外架免支撑装配整体式混凝土结构施工方法,其包括如下技术步骤:S1:预先测量,测量装配式结构各部分的尺寸,并根据测量的尺寸制作主梁、围护墙与楼板;S2:预制柱吊装,根据施工区域布置预制柱;S3:主梁安装,将主梁搭设于相邻两个预制柱之间,位于边缘的主梁外侧设置有悬挑板;S4:围护墙安装,将围护墙立放于悬挑板上并进行固定;S5:楼板安装,多个主梁围成用于安装楼板的安装区,将楼板安装于安装区内,并固定于主梁上;S6:混凝土浇筑,在楼板的上侧浇筑混凝土,待混凝土冷却后完成一层建筑的装配。本申请具有降低装配式建筑施工的成本,并提高装配式建筑的施工速度的效果。
Construction method of outer-frame-free and support-free assembled integral concrete structure
The invention relates to fabricated building construction, and discloses an outer-frame-free and support-free fabricated integral concrete structure construction method which comprises the following technical steps that S1, the size of each part of a fabricated structure is measured in advance, and a main beam, an enclosure wall and a floor slab are manufactured according to the measured size; s2, prefabricated column hoisting, wherein prefabricated columns are arranged according to the construction area; s3, main beams are installed, specifically, the main beams are erected between every two adjacent prefabricated columns, and cantilever plates are arranged on the outer sides of the main beams located on the edges; s4, an enclosure wall is installed, specifically, the enclosure wall is vertically placed on the cantilever plate and fixed; s5, floor slab installation is conducted, specifically, an installation area used for installing the floor slab is defined by the multiple main beams, and the floor slab is installed in the installation area and fixed to the main beams; and S6, concrete pouring is conducted, specifically, concrete is poured on the upper sides of the floor slabs, and after the concrete is cooled, assembly of the first-storey building is completed. The method has the effects that the construction cost of the fabricated building is reduced, and the construction speed of the fabricated building is increased.
本申请涉及装配式建筑施工,公开了一种无外架免支撑装配整体式混凝土结构施工方法,其包括如下技术步骤:S1:预先测量,测量装配式结构各部分的尺寸,并根据测量的尺寸制作主梁、围护墙与楼板;S2:预制柱吊装,根据施工区域布置预制柱;S3:主梁安装,将主梁搭设于相邻两个预制柱之间,位于边缘的主梁外侧设置有悬挑板;S4:围护墙安装,将围护墙立放于悬挑板上并进行固定;S5:楼板安装,多个主梁围成用于安装楼板的安装区,将楼板安装于安装区内,并固定于主梁上;S6:混凝土浇筑,在楼板的上侧浇筑混凝土,待混凝土冷却后完成一层建筑的装配。本申请具有降低装配式建筑施工的成本,并提高装配式建筑的施工速度的效果。
Construction method of outer-frame-free and support-free assembled integral concrete structure
一种无外架免支撑装配整体式混凝土结构施工方法
YANG XINGHE (author) / LIU YAJING (author) / XU MAN (author) / CAI YACHONG (author) / SHEN AOXUE (author) / LIU SIJIA (author) / GU BIN (author) / MAO YUWEI (author) / ZUO YANHU (author) / WANG QILONG (author)
2023-09-22
Patent
Electronic Resource
Chinese
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