Deviation correcting and resetting method for longitudinal deviation of beam bodies of beam bridge

A reset method and offset technology, applied in the direction of bridge, bridge maintenance, bridge reinforcement, etc., can solve the problem of little research on the treatment method, and achieve the effect of simple structure, small thrust, and small construction impact.

Inactive Publication Date: 2014-05-28
武汉中交试验检测加固工程有限责任公司
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Problems solved by technology

However, at present, the longitudinal deviation of the beam body is rare, and there are few researches on the treatment methods. Therefore, there are no effective correction measures, which makes the correction and reset of the longitudinal deviation of the beam bridge body a blank in the research

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  • Deviation correcting and resetting method for longitudinal deviation of beam bodies of beam bridge
  • Deviation correcting and resetting method for longitudinal deviation of beam bodies of beam bridge
  • Deviation correcting and resetting method for longitudinal deviation of beam bodies of beam bridge

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Embodiment Construction

[0030] The method for rectifying and resetting after the longitudinal deviation of the girder and bridge body of the present invention, the steps are:

[0031] 1) Eliminate the horizontal and longitudinal components of the offset beam:

[0032] Since there may be many factors for the deviation of the beam body, and even some reasons have not been recognized, so the elimination here is just to eliminate as much as possible, not necessarily to eliminate them all. The existing analysis found that the root cause of the longitudinal sliding of the upper structure is that the steel plate on the support is not in a horizontal state, so the elimination method is: weld wedge-shaped steel plates under the steel plates at the bottom of all offset beams in the offset joint, and the bottom of the offset beams The overall lower surface formed by the steel plate and the wedge-shaped steel plate is horizontal, so that the steel plate on the support can be restored to a horizontal state, so as...

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Abstract

The invention discloses a deviation correcting and resetting method for longitudinal deviation of beam bodies of a beam bridge. The method comprises the steps that 1) horizontal longitudinal component force on the deviated beam bodies is eliminated; 2) all beam bodies of a deviated unit are temporarily fixed and bound to form a pushed whole, and meanwhile the beam bodies of bridge spans with deviation towards the same side of the deviated unit are temporarily fixed and bound to form a stress whole; 3) jacking devices are arranged at the tops of all piers corresponding to the deviated unit, and the jacking devices jack the corresponding beam bodies; 4) a temporary sliding support is arranged in a clearance formed through jacking in the step 3); 5) a reaction frame and a deviation correcting jack are arranged between the deviated beam body of the span, closest to the stress whole, in the deviated unit and a pier top cover beam, the deviated beam body of the span is pushed through the deviation correcting jack, and then the whole deviated unit is pushed; 6) after deviation correction is carried out on the deviated unit in place, finally the deviated beam bodies are rehabilitated. The force transmission problem of large deviation correcting force is solved, meanwhile, deviation correcting thrust is reduced exponentially, construction is convenient, the construction period is short, and cost is low.

Description

technical field [0001] The invention relates to beam bridge maintenance technology, in particular to a method for rectifying and resetting after the longitudinal deviation of a beam bridge body, and belongs to the technical field of bridge maintenance and reinforcement construction. Background technique [0002] Among the existing bridge structures, there are girder bridges, arch bridges, cable-stayed bridges, suspension bridges and composite structure bridges, among which girder bridges are the most common. During the construction and operation of girder bridges, the girder body of the superstructure of the originally correctly positioned concrete girder bridge has longitudinal deviation. Since the beam body is usually connected by several spans to form a joint, the longitudinal deviation must be due to the longitudinal deviation of all the span beams of the joint, which is referred to as the deviation joint. This phenomenon generally has the following reasons: [0003] 1...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D22/00
Inventor 潘正华阳先全颜昌清程卫军童其强张昶王浩张文明盛焰正何航
Owner 武汉中交试验检测加固工程有限责任公司
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