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Method for evaluating repairing effect of steel bridge deck asphalt concrete pavement pit slot repairing interface

An asphalt concrete and evaluation method technology, which is applied in the direction of applying repetitive force/pulsation force to test the strength of materials, etc., can solve the problems of lack of pre-assessment method of repairing effect of repairing materials, inability to preliminarily determine the repairing effect of different repairing materials, etc.

Inactive Publication Date: 2015-03-11
北京市道路工程质量监督站
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0006] The purpose of the present invention is to provide a method for evaluating the interface repair effect of asphalt concrete pavement pits on steel bridge decks, to overcome the lack of prior evaluation of the repair effect of pits and pits on steel bridge deck asphalt concrete pavement repair materials in the prior art method, it is impossible to preliminarily determine the repair effect of different repair materials after use

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  • Method for evaluating repairing effect of steel bridge deck asphalt concrete pavement pit slot repairing interface
  • Method for evaluating repairing effect of steel bridge deck asphalt concrete pavement pit slot repairing interface
  • Method for evaluating repairing effect of steel bridge deck asphalt concrete pavement pit slot repairing interface

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Embodiment Construction

[0040] Embodiments of the present invention will be further described in detail below in conjunction with the accompanying drawings and examples. The following examples are used to illustrate the present invention, but should not be used to limit the scope of the present invention.

[0041] The evaluation method of the interface repair effect of the steel bridge deck asphalt concrete pavement pit groove repair interface of the present embodiment comprises the following steps:

[0042] S1. Obtain an asphalt concrete specimen by molding with a rotary compactor, cut the specimen into two halves, and bond the two halves of the specimen with a repair agent to form a repaired specimen;

[0043] Specifically, a cylindrical asphalt concrete specimen is formed by a rotary compactor. First, a part of a certain thickness is cut off from the upper and lower sides of the specimen, and then a part of a certain thickness is cut off from the left and right sides of the specimen. Finally, Cut...

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Abstract

The invention relates to the technical field of road building materials, and particularly discloses a method for evaluating a repairing effect of a steel bridge deck asphalt concrete pavement pit slot repairing interface. The method comprises the following steps: moulding an asphalt concrete test piece by using a gyratory compactor, cutting the test piece into two halves, and bonding the two halves of the test piece together by using a repairing agent; bonding the repaired test piece onto a steel plate mould; performing a loading test, and recording relevant data in the test process; when the maximum tension in a certain period is reduced to be 25% that in a first period, stopping the loading test; establishing a curvilinear relationship between the load and the displacement in each period to obtain fatigue fracture energy; establishing a relationship between the maximum load and the loading period number in each period, regressing to obtain a coefficient b of a power index fatigue equation. According to the technical scheme, the problem that in the prior art, -a method for pre-evaluating the repairing effect of a steel bridge deck asphalt concrete pavement pit slot repairing material is lacked is solved.

Description

technical field [0001] The invention relates to the technical field of road building materials, in particular to a method for evaluating the repairing effect of the repair interface of asphalt concrete pavement pits on steel bridge decks. Background technique [0002] my country's steel bridge deck pavement has entered a period of large-scale use. However, there is still a lack of systematic research on the maintenance and repair technology of steel bridge deck pavement. Most of them follow the maintenance technology and evaluation methods of high-grade asphalt pavement. Stress deformation and service performance are different from high-grade asphalt pavement, and the lack of maintenance and repair technology has exacerbated the development of diseases to a certain extent. Therefore, it is very urgent and important to study the repair materials, test methods and evaluation systems of steel bridge deck pavement maintenance and repair in depth, and to systematically establish s...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/32
Inventor 李兴海周绪利张涛薛忠军王春明宋波张荣荣谢超
Owner 北京市道路工程质量监督站
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