Movable type magnetic levitation track panel pouring system

Abstract

The invention discloses a movable type magnetic levitation track panel pouring system. Compared with the prior art, the movable type magnetic levitation track panel pouring system comprises a walkingtrolley body, a power driving device, a braking device and a pouring mechanism, wherein the electric driving device and the braking device are arranged on the walking trolley body; and the pouring mechanism is arranged on the walking trolley body. According to the movable type magnetic levitation track panel pouring system, compared with the prior art, the movable type magnetic levitation track panel pouring system has the advantages that high-altitude concrete pouring can be carried out in sections which cannot enter a transport vehicle, so that the operation efficiency and the operation safety are remarkably improved.

Description

technical field [0001] The present application relates to the technical field of track construction, and more specifically relates to a mobile maglev rail pouring system. Background technique [0002] The magnetic levitation rail row includes two F rails arranged in parallel and sleepers used to connect the two F rails. The sleeper and the F rail are arranged vertically. The rail row needs to be fixed and installed on the supporting rail beam. The rail platform and the fastener system are combined to connect; the rail platform is usually poured with C40 fine stone concrete, and the rail row is supported to the designed position by the special magnetic levitation support frame, and the special mold for the rail platform is used to establish the formwork, and then the bearing is started. Concrete pouring of rail platform. [0003] In the prior art, the general section of rail platform pouring is carried out by adding a hopper to the crane. The crane lifts the hopper filled wi...

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Problems solved by technology

[0004] However, for some sections where cranes cannot directly lift and feed materials, such as crossing rivers, roads, stations, tunnels, etc., the existing pouring method can only rely on manual trolleys to pour concrete to complete the pouring; while the width of the rail bearing beam is only 1.3m, and the rail-bearing beam is in the elevated area, and the manual operation belongs to the high-altitude operation, so in the case of improper use of the crane, it is very easy for the hopper to push the personnel to fall to the bottom of the bridge, which poses a great safety hazard;

[0005] At the same time, in the free state of the suspension rope, due to factors such as wind force and mechanical swing, manual labor needs to be carried by the hopper all the way, which increases the amount of labor used, and this method is very easy to spill concrete during operation, which will cause certain pollution to the rail row and beam surface ; Therefore, it is difficult to control the pouring effect by manually cooperating with the crane pouring method

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