A Formwork Supporting System of Adjustable Elevation Combined Buckle Frame Using Micro-Bump Technology

Abstract

The invention discloses an adjustable-elevation combined plate buckle frame formwork support system using micro-bump technology, which includes a plurality of rows of vertical rods arranged at intervals, a horizontal rod connecting two adjacent rows of vertical rods, and a horizontal rod connecting each row of adjacent vertical rods. The vertical rods of the rods and the oblique rods connected in the frame formed by the vertical rods and the horizontal rods, between the adjacent vertical rods, there are double C-shaped steels at the bottom of the structural beams for supporting the bottom mold of the structural beams, and multiple A group of protruding points arranged at intervals along its length direction, and each group of protruding points is arranged at intervals along the circumferential direction of the pole; a disc buckle frame disc is arranged at the installation position of the C-shaped steel on the pole, and the disc buckle frame disc is supported on the C The bottom of the section steel; the disk of the buckle rack includes an upper half disk and a lower half disk, one end of which is hinged, and the other end is detachably connected by a connecting component; the inner openings of the upper half disk and the lower half disk are formed with The cylinder wall is provided with concave points matching with the convex points on the vertical rod. The application has the advantages of adjustable height, strong applicability, material saving and matching with different building structures.

Description

Technical field [0001] The present invention relates to the technical field of disc buckle scaffolding, in particular to a modulated elevation combined disc buckle frame support system using micro-bump technique. Background [0002] In recent years, with the development of scaffolding technology, different forms of scaffolding have been popularized and applied in the engineering construction process, in these scaffolding, disc buckle scaffolding due to reasonable structural stress, safe and reliable, good stability, has been vigorously promoted. [0003] Disc buckle scaffolding its module is relatively fixed, it is difficult to match more to become a building structure, the disc buckle frame is limited by the modulus, when the length of the engineering structure does not meet the modulus requirements and in some special parts, the application of the disc buckle scaffolding is limited. For example, when using a double C steel support beam, due to a modulus mismatch, a vertical top...

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Problems solved by technology

[0003] The modulus of the buckle scaffolding is relatively fixed, and it is difficult to match the multi-variant building structure. The buckle frame is limited by the modulus. When the length of the engineering structure does not meet the modulus requirements and in some special parts, the application of the buckle scaffold is limited.

For example, when using double-C steel supporting beams, due to the mismatch of modulus, a jacking is required on the double-C steel foundation, and the main keel is placed on the jacking, which will cause double main keel + jacking, and waste materials

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