Construction method of single-side mould supporting system

Abstract

The invention provides a construction method of a single-side mould supporting system. The single-side mould supporting system comprises an embedded part system, wall body templates and a single-side support frame. The construction method of the single-side mould supporting system is characterized by comprising the following steps of: (1) embedding one end of a foundation bolt, and enabling the other end of the foundation bolt to be protruded out of the ground and form an angle of 45 degrees with the ground; (2) selecting and splicing the wall body templates, and sealing edge seams by using sealing strips; (3) erecting the triangular single-side support frame, installing a steel pipe, and fixing the steel pipe of the single-side support frame with a connecting rod of the embedded part system, which is connected with the upper end of the foundation bolt; (4) connecting the wall body templates and the vertical rod part of the single-side support frame by using a connecting device; (5) adjusting a rear supporting seat positioned on the lower end of the single-side support frame up and down so that an upper ports of the wall body templates are slight inclined into a wall; (6) pouring concrete between the wall body templates and wall bodies of adjacent buildings; and (7) after a concrete wall achieves mould disassembling strength, disassembling the single-side mould supporting system. The construction method of the single-side mould supporting system has simple process and increased work efficiency; and in addition, poured outer wall concrete has good appearance quality and higher applicability.

Description

technical field

[0001] The invention relates to the field of formwork for concrete building exterior walls, in particular to a construction method suitable for a single-side formwork system for exterior walls of underground garages. Background technique

[0002] In the construction of the construction project, due to the limitation of the site conditions, such as the simultaneous excavation of the garage and the residential building, and the plane distance between the two is relatively close, it is impossible to reserve the external wall construction work surface as required on one or more adjacent sides. As a result, construction cannot be carried out according to the traditional double-sided formwork method. Moreover, the traditional double-sided formwork requires a lot of turnover materials, has poor efficacy, occupies a large area of ​​the construction site, and has high construction costs, which cannot meet the requirements of project quality and progress. Contents of...

Images