An integral steel platform support structure and its adjustment method

Abstract

The invention relates to a whole steel platform supporting structure and an adjusting method thereof. The supporting structure comprises a track plate, a base plate, a hydraulic oil cylinder, bracketsand a bracket sleeving box, wherein the track plate is fixed to a whole steel platform, the base plate is limited to the track plate and can move on the track plate in the direction perpendicular tothe ejection direction of the hydraulic oil cylinder, the fixed end of the hydraulic oil cylinder is fixed to the base plate, the movable end of the hydraulic oil cylinder is fixedly connected with the brackets, and the brackets are limited to the bracket sleeving box. Image aim-taking systems capable of acquiring image information in real time are arranged in the brackets. On one hand, the position relation between the brackets and reserved openings in a concrete wall is detected through the image aim-taking systems in real time, the automation degree and efficiency are high; on the other hand, by utilizing sliding between the base plate and the track plate, adjustment of the brackets relative to the horizontal positions of the reserved holes is achieved, and accordingly real-time refinedetermination, regulation and control of the elevation of the whole steel platform supporting structure is achieved.

Description

technical field [0001] The invention relates to the field of building construction, in particular to an integral steel platform support structure and an adjustment method thereof. Background technique [0002] The integral steel platform is an advanced formwork technology for super high-rise building core tube construction. Under construction, the integral steel platform formwork supports the entire platform by inserting the corbels in the supporting structure into the reserved holes in the wall. During the climbing stage of the overall steel platform, the corbel retracts, and when the platform climbs to the predetermined elevation position, the corbel extends into the reserved hole in the wall. At present, the above support structure has the following technical deficiencies: [0003] (1) When the corbel is inserted into the reserved hole in the wall, it still depends on the operator to observe with the naked eye. After confirming that the corbel can be inserted, insert the...

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Problems solved by technology

[0003] (1) When the corbel is inserted into the reserved hole in the wall, it still depends on the operator to observe with the naked eye. After confirming that the corbel can be inserted, insert the corbel into the reserved hole. This method has a low degree of automation; since the entire platform has several Ten corbel support points, each of which requires manual observation, which is inefficient;

[0004] (2) With the existing support structure, when there is a deviation in the horizontal direction between the corbel and the reserved hole, it is difficult to rectify the overall deviation;

[0005] (3) Because each corbel relies on manual observation, it is impossible to form unified and accurate information. Therefore, when there is a deviation between the height and direction of the corbel and the reserved hole, it is difficult to coordinate the overall movement to ensure that each corbel is inserted into the hole.

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