Fabricated building outer protective frame and fabricated building construction method

Abstract

The invention relates to a fabricated building outer protective frame and a fabricated building construction method. The fabricated building outer protective frame comprises a horizontal footboard, atleast two tripods used for connecting a wall body are connected to the lower surface of the footboard, the various tripods are arranged at intervals in the length direction of the footboard, and a main vertical protective plate is connected to the upper surface of the footboard; each tripod comprises a vertical frame plate and a horizontal frame plate, each vertical frame plate and each horizontal frame plate are mutually connected and in a reverse L shape, the horizontal frame plates are connected with the lower surface of the footboard, the footboard are parallel and level with the side surface, close to a wall, of the vertical frame plates, and the footboard is parallel and level with the relative side surface of the side surface, close to a wall, of the main protective plate; two through holes are vertically formed in each vertical frame plate at interval, soft ropes used by matching with the through holes one to one are connected to the vertical frame plates, one ends of the softropes is are connected with the vertical frame plates, the other ends of the soft ropes are connected with nuts, and the nuts can correspond to the corresponding through holes within the limited moving range because of being connected with the soft ropes. According to the fabricated building outer protective frame, the connection between nuts and frame bodies is maintained, and the effects of more convenient construction and improved safety can be achieved.

Description

technical field [0001] The invention belongs to the technical field of scaffolding supported by building structures in buildings, and in particular relates to an assembled building external protective frame and an assembled building construction method. Background technique [0002] In the construction of the assembled integral concrete structure, the external protection system can use floor-standing steel pipe scaffolding, cantilevered scaffolding, integral operating platform, fixed attachment protection frame, integral attachment lifting protection frame, tool-type scaffolding, etc. form. Among them, floor-standing steel pipe scaffolding and cantilevered scaffolding are traditional forms, which have disadvantages such as difficulty in construction, limited height, and excessively large reserved holes in the wall. What is suitable to use at present is the tool-type outer protective frame of tool-type scaffolding, and there are also relevant references in the prior art, suc...

AI Technical Summary

Problems solved by technology

Among them, floor-standing steel pipe scaffolding and cantilevered scaffolding are traditional forms, which have disadvantages such as difficulty in construction, limited height, and excessively large reserved holes in the wall. The integral structure and operation of the frame are complex and require high

What is suitable to use at present is the tool-type outer protective frame of tool-type scaffolding, and there are also relevant references in the prior art, such as: CN108756196A, CN206376507U, CN106677509A, CN207110421U, CN108868096A, but still there is inconvenience in construction in the relevant outer protective frame, and the design performance is not perfect question

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