Chain link type automatic synchronous tensioning system and method for prestressed wire ropes

Abstract

The invention discloses a chain link type automatic synchronous tensioning system and method for prestressed wire ropes. The chain link type automatic synchronous tensioning system comprises an anchor plate, wherein the anchor plate is fixed on a structure to be reinforced through planted bars; a plurality of main threaded rods are arranged in the anchor plate in a parallel and penetrating manner; one end of each of the main threaded rods is connected with a corresponding screw sleeve, and the other end of each of the screw sleeves is connected with a corresponding steel wire rope; after the other end of each of the main threaded rods penetrates through a corresponding opening of the anchor plate, the other end of each of the main threaded rods is fixed by a corresponding anchoring toothed nut; a tensioning bracket is arranged on one side of the anchor plate; after the main threaded rods penetrate in the tensioning bracket, each of the main threaded rods is connected with a corresponding secondary threaded rod through a corresponding connecting sleeve; after the other ends of the secondary threaded rods penetrate out of the tensioning bracket, the other ends of the secondary threaded rods are separately fixed on the tensioning bracket by corresponding tensioning toothed nuts; and the anchoring toothed nuts and the tensioning toothed nuts are separately connected with a driving mechanism. According to the chain link type automatic synchronous tensioning system disclosed by the invention, anchoring a plurality of steel wire ropes can be realized through one anchor plate, so that the reinforcing efficiency and the reinforcing effect of a conventional structure are improved; and synchronous tensioning and synchronous locking are performed on all the steel wire ropes on the anchor plate, so that the situation that the bearing capacity is reduced due to uneven distribution of the prestressing force of the steel wire ropes is avoided, and the automatic synchronous tensioning system is convenient to use, and simple and high-efficiency to mount.

Description

technical field [0001] The invention relates to the technical field of civil engineering and transportation, in particular to an automatic synchronous stretching system and method for a chain-type prestressed steel wire rope. Background technique [0002] Due to the influence of material aging, construction quality, natural or man-made factors, many existing hollow slab structures of bridges and houses are in urgent need of repair and reinforcement, and countries all over the world spend huge sums of money on this every year. Existing structural reinforcement technologies mainly include enlarging section method, bonding steel reinforcement method, pasting fiber composite material reinforcement method, adding fulcrum reinforcement method, steel strand mesh-polymer mortar reinforcement method, etc. The existing reinforcement methods mainly have the following problems: (1) There is a stress hysteresis effect between the reinforcement material and the original component, and the...

AI Technical Summary

Problems solved by technology

The existing reinforcement methods mainly have the following problems: (1) There is a stress hysteresis effect between the reinforcement material and the original component, and the ability to work together is poor, which greatly affects the reinforcement effect; (2) The anchorage length at the end of the reinforcement material is not enough, and it is easy to find Peeling damage, can not give full play to the strength of the material; (3) increase the cross-sectional size of the original component, increase the self-weight, affect the view and use

However, the tensioning device and method of the existing prestressed steel wire rope reinforcement technology are not mature enough, and there are problems of inconvenient use, difficult installation and low efficiency in engineering applications

Images