Cantilever support component type curtain wall transfer system

Abstract

The invention relates to a cantilever support component type curtain wall transfer system, which comprises a main body structure, a cantilever support plate, an upright post assembly, a cross beam assembly, a decoration strip and a steel carrying element, wherein the cantilever support plate is fixed at the main body structure; the upright post assembly is fixedly connected with the cantilever support plate; the steel carrying element is fixed at the upright post assembly; the cantilever support plate transversely penetrates out of the steel carrying element and the upright post assembly positioned at the front end of the main body structure; the decoration strip is fixed at the front end of the cantilever support plate; the cross beam assembly is fixedly connected with the upright post assembly; and the steel carrying element outwards extends to form an installing part. The upright post assembly is fixedly connected with the cross beam assembly, the steel carrying element and the cantilever support plate; the cantilever support plate is fixedly connected with the main body structure; the steel carrying element is used for installing a panel; and transverse and vertical loads are directly transferred to the main body structure through the steel carrying element, so that the size of the cross beam assembly and the upright post assembly can be reduced.

Description

technical field [0001] The invention relates to a glass curtain wall, in particular to a cantilever support member type curtain wall transfer system. Background technique [0002] At present, modern buildings, especially in the field of airports or large venues, require glass curtain wall structures to have large-scale, high-permeability, and large sunshade performances; The wind-receiving area of ​​the decorative strip is large, the overhang distance is large, and the external load it receives is relatively large. In order to ensure the overall force capacity and stability, the current method is to increase the size of the beam and column and reduce the overhang The size of the decorative strip, but this method is contrary to the aesthetics, permeability, and cost. Therefore, how to keep the section of the column as thin as possible under the lateral wind pressure of the large cantilever decorative strip, and how to ensure that the section of the long-span beam is as thin a...

AI Technical Summary

Problems solved by technology

[0002] At present, modern buildings, especially in the fields of airports or large venues, require glass curtain wall structures to have large-scale, high-permeability, and large sunshade performances; The wind-receiving area of ​​the decorative strip is large, the overhang distance is large, and the external load it receives is relatively large. In order to ensure the overall force capacity and stability, the current method is to increase the size of the beam and column and reduce the overhang The size of the decorative strip, but this method is contrary to the aesthetics, permeability, and cost. Therefore, how to keep the section of the column as thin as possible under the lateral wind pressure of the large cantilever decorative strip, and how to ensure that the section of the long-span beam is as thin as possible , how to design the entire transition system delicately, compactly and harmoniously on a transparent facade is the key to a successful curtain wall system

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