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Construction method of irregular convex and concave facade structure scaffold
The invention discloses a construction method of an irregular convex and concave facade structure scaffold, belongs to the field of building construction, and aims to solve the technical problem of how to set up an external scaffold and an external overhanging structure support system simultaneously. According to the technical scheme, the construction method is characterized in that the outer contours of all floors are overlapped and modeled through BIM and CAD software, an inner frame body and an outer frame body are integrally taken into consideration, and the ranges of the external scaffoldand an overhanging inner support frame are determined; and then electronic typesetting is carried out on arranging positions, length, angles and models of overhanging I-shaped steel so that materialscan be saved to the maximum extent. The construction method specifically comprises the following steps: 1, manufacturing a three-dimensional model, specifically, an appearance model of a building ismade in advance by utilizing BIM; 2, making an overhanging plan; 3, determining the overhanging range of the inner support frame; 4, determining the overhanging range of the external scaffold; 5, selecting and arranging the overhanging I-shaped steel; 6, constructing the overhanging inner support frame; 7, constructing a filling frame; and 8, dismantling a scaffold body, specifically, the scaffoldbody can be dismantled after the construction of outer wall decoration is finished.
本发明公开了一种不规则凸凹立面结构脚手架施工方法,属于建筑施工领域,本发明要解决的技术问题为如何同时进行外脚手架和外悬挑结构支撑体系的搭设,采用的技术方案为:该方法是通过BIM和CAD软件对各楼层外轮廓进行重叠和建模,将内外架体进行统一考虑,明确外脚手架和悬挑内支撑架的范围;再通过对悬挑工字钢的布置位置、长度、角度、型号进行电子排版,最大限度的节省材料;具体如下:S1、制作三维模型:利用BIM建模,提前制作建筑物外观模型;S2、制定悬挑计划;S3、确定内支撑架悬挑范围;S4、确定外脚手架悬挑范围;S5、悬挑工字钢选型及布设;S6、悬挑内支撑架施工;S7、填充架施工;S8、架体拆除:在外墙装饰完成施工后,架体即可拆除。
Construction method of irregular convex and concave facade structure scaffold
The invention discloses a construction method of an irregular convex and concave facade structure scaffold, belongs to the field of building construction, and aims to solve the technical problem of how to set up an external scaffold and an external overhanging structure support system simultaneously. According to the technical scheme, the construction method is characterized in that the outer contours of all floors are overlapped and modeled through BIM and CAD software, an inner frame body and an outer frame body are integrally taken into consideration, and the ranges of the external scaffoldand an overhanging inner support frame are determined; and then electronic typesetting is carried out on arranging positions, length, angles and models of overhanging I-shaped steel so that materialscan be saved to the maximum extent. The construction method specifically comprises the following steps: 1, manufacturing a three-dimensional model, specifically, an appearance model of a building ismade in advance by utilizing BIM; 2, making an overhanging plan; 3, determining the overhanging range of the inner support frame; 4, determining the overhanging range of the external scaffold; 5, selecting and arranging the overhanging I-shaped steel; 6, constructing the overhanging inner support frame; 7, constructing a filling frame; and 8, dismantling a scaffold body, specifically, the scaffoldbody can be dismantled after the construction of outer wall decoration is finished.
本发明公开了一种不规则凸凹立面结构脚手架施工方法,属于建筑施工领域,本发明要解决的技术问题为如何同时进行外脚手架和外悬挑结构支撑体系的搭设,采用的技术方案为:该方法是通过BIM和CAD软件对各楼层外轮廓进行重叠和建模,将内外架体进行统一考虑,明确外脚手架和悬挑内支撑架的范围;再通过对悬挑工字钢的布置位置、长度、角度、型号进行电子排版,最大限度的节省材料;具体如下:S1、制作三维模型:利用BIM建模,提前制作建筑物外观模型;S2、制定悬挑计划;S3、确定内支撑架悬挑范围;S4、确定外脚手架悬挑范围;S5、悬挑工字钢选型及布设;S6、悬挑内支撑架施工;S7、填充架施工;S8、架体拆除:在外墙装饰完成施工后,架体即可拆除。
Construction method of irregular convex and concave facade structure scaffold
不规则凸凹立面结构脚手架施工方法
DONG FUYONG (author) / HU ZEPEI (author) / LU ZHIPENG (author) / ZHAO QINGHONG (author) / ZHU YAO (author)
2020-07-10
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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