Intelligent construction platform for construction of super high-rise building

Abstract

An intelligent construction platform for construction of a super high-rise building comprises a support and jacking system, a steel frame system and a template system, wherein the support and jacking system is connected with a shear wall in a support manner; the steel frame system is connected with the support and jacking system in a support manner; the template system is hung on the steel frame system; the steel frame system comprises a main platform rack with a rectangular platform surface, an external frame located on the four sides of the main platform rack, a hanging rack, an internal support upright, and an external support upright arranged at the lower part of the external frame; the hanging rack and the internal support upright are arranged at the lower part of the main platform rack; the support and jacking system consists of an internal frame support and jacking system and an external frame support and jacking system; the internal support upright is connected with an internal shear wall in a support manner by the internal frame support and jacking system; and the external support upright is connected with an external shear wall in a support manner by the external frame support and jacking system. The construction platform can climb quickly and conveniently, has a better adaptability to the change in the cross section of a core tube shear wall, and can reduce conflicts among a formwork system, and steel structure construction and vertical transportation facilities in the process of core tube structure construction.

Description

technical field [0001] The invention relates to the field of building construction, in particular to an intelligent construction platform for super high-rise building construction. Background technique [0002] In the field of super high-rise building construction, the supporting column of the existing jacking formwork system is usually supported on the pre-opened opening of the shear wall in the core tube or on the concrete beam inside the core tube. The construction channel used for the construction of the core tube is generally suspended under the steel platform in the form of a hanger, and is located on both sides of the core tube shear wall. However, in the structural design of super-high-rise core tubes, the section of the shear wall inside the tube changes greatly, and vertical transportation facilities such as tower cranes and construction elevators are generally arranged in the core tube. It is difficult to find support points due to volume changes, or conflicts wi...

AI Technical Summary

Problems solved by technology

However, in the structural design of super-high-rise core tubes, the section of the shear wall inside the tube changes greatly, and vertical transportation facilities such as tower cranes and construction elevators are generally arranged in the core tube. It is difficult to find support points due to volume changes, or conflicts with vertical transportation equipment such as tower cranes and construction elevators; and usually the outer wall of the core tube shrinks inward with the floor height, and the safety distance between the construction channel and the wall of the traditional jacking formwork is insufficient; moreover, due to The embedded steel components of the outrigger truss layer are relatively large, the traditional top formwork outer frame affects the construction of the steel structure, and the large embedded parts at the corners of the core tube will also affect the climbing of the formwork system. Finally, the traditional formwork generally does not have a stress monitoring system. It is difficult to control the force and deformation of the formwork during use

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