Truss type hydraulic entire steel platform climbing formwork

Abstract

The invention relates to the technical field of building equipment, and discloses a truss type hydraulic entire steel platform climbing formwork, which comprises a vertical main frame, a wall-attaching device, a track, anti-dropping climbers, a horizontal formwork-pushing mechanism and a formwork; the wall-attaching device is connected with a preburied wall part, and the vertical main frame is hung on the wall-attaching device, and is detachably connected with the wall-attaching device through an unloading pin and a safety pin; the track is connected with the vertical main frame, and is detachably connected with the wall-attaching device, and the vertical main frame can slide up and down along the track; the anti-dropping climbers are fixed on the vertical main frame, and the anti-dropping climbers are driven by a climbing hydraulic cylinder to drive the entire vertical main frame to climb; the direction of an operating handle can be changed to drive the vertical main frame and the track to climb alternately; the horizontal formwork-pushing mechanism is fixed on a cross beam of the vertical main frame, and the formwork is fixed at the front end of the horizontal formwork-pushing mechanism. The invention adopts an integrated design, all the components can be produced in the factory, the equipment degree is high, climbing and all formwork dismounting and mounting operations adopt hydraulic power, the truss type hydraulic entire steel platform climbing formwork is easy to operate, and action is visual.

Description

technical field [0001] The invention relates to the technical field of construction equipment, in particular to a truss-type hydraulic integral steel platform climbing formwork. Background technique [0002] In the core tube construction process of super high-rise buildings with steel-concrete hybrid structure system, the traditional construction method is generally to pour the core tube as a whole, but for some super high-rise buildings with a large single-story area, the single-story area of ​​the core tube is also relatively large , the construction of the core tube still adopts this traditional integral pouring construction method, which requires a large amount of labor for various types of work, unbalanced allocation of labor and resources, and a relatively long construction period, which is not conducive to the control of construction period and cost. . [0003] In order to solve the problems caused by the integral pouring of the core tube, some super high-rise buildi...

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Problems solved by technology

[0002] In the core tube construction process of super high-rise buildings with steel-concrete hybrid structure system, the traditional construction method is generally to pour the core tube as a whole, but for some super high-rise buildings with a large single-story area, the single-story area of ​​the core tube is also relatively large , the construction of the core tube still adopts this traditional integral pouring construction method, which requires a large amount of labor for various types of work, unbalanced allocation of labor and resources, and a relatively long construction period, which is not conducive to the control of construction period and cost.

[0003] In order to solve the problems caused by the integral pouring of the core tube, some super high-rise building construction parties try to divide the core tube with a large single-story area into construction sections and change it to flowing water construction, which can save construction costs, balance resource allocation, and shorten the construction period. , but the division of the construction section also brings a series of problems. For example, after the division of the construction section, the construction of the climbing formwork, the setting of the overall steel platform for the top operation, and the placement of the placing machine during the concrete pouring process become more difficult.

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