An integral jacking platform hanger sliding beam system

Abstract

The invention discloses an overall jacking platform hanger sliding beam system. The system comprises a first sliding beam, a second sliding beam, a first hanger and a second hanger; the first sliding beam is installed at the truss bottom through a sliding connecting piece, the sliding connecting piece comprises a first connecting top plate connected with a truss and a pulley assembly arranged below the first connecting top plate, and the first sliding beam is arranged on the pulley assembly in a sliding mode; the second sliding beam is installed at the truss bottom through a shaping connecting piece, the shaping connecting piece comprises a second connecting top plate connected with the truss and a sliding beam installation part arranged below the second connecting top plate, and a sliding beam clamping groove allowing the second sliding beam to be arranged in a clamped mode and slide is formed in the sliding beam installation part; the first hanger is arranged below the first sliding beam in a sliding mode; the second hanger is arranged below the second sliding beam in a sliding mode. According to the overall jacking platform hanger sliding beam system, by means of the sliding connecting piece and the shaping connecting piece, the sliding beams are installed at the truss bottom of an overall jacking platform, a traditional fixed connecting mode of the sliding beams and the truss is replaced, sliding of the sliding beams is achieved through the sliding connecting piece, and fine tuning after installation of the sliding beams is achieved through the shaping connecting piece.

Description

technical field [0001] The invention relates to the field of building construction, in particular to an integral jacking platform hanger sliding beam system. Background technique [0002] With the advancement of science and technology and the improvement of construction technology, there are more and more super high-rise large buildings. The horizontal structure and vertical structure of the super high-rise core tube structure are often constructed separately. The vertical structure of the core tube adopts a self-climbing formwork system-integral roof Lift the platform. [0003] The lower hanger of the overall jacking platform is the operation rack for construction, providing an operation platform for construction. During normal construction, the hanger moves close to the construction area, and when jacking, the hanger moves away from the operating surface to avoid damage to influences. [0004] The truss and hanger of the overall jacking platform realize the sliding of th...

AI Technical Summary

Problems solved by technology

[0006] The technical problem to be solved by the present invention is to provide an integral jacking platform hanger sliding beam system, which solves the problem that the sliding distance of the hanger cannot meet the construction and safety requirements when the outer wall of the super high-rise core tube shrinks to a large extent

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