Bond quality assessment method for new-old interface in building restoration

A technology for interface bonding and quality evaluation, which is applied in the directions of measuring devices, permeability/surface area analysis, suspension and porous material analysis, etc. It can solve the problem of loss of bonding ability, poor interface bonding quality, and difficult to accurately respond to repair The actual situation and other issues, to achieve the effect of high reference value

Inactive Publication Date: 2012-09-19
CHONGQING UNIV
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Problems solved by technology

In the early stage, when the volume stability of the repair material itself is poor, especially the repair material has obvious shrinkage, due to the restraint of the old matrix, the bonding interface will crack, the bonding force will decrease or even lose the bonding ability, and the repair will fail; after hardening Under the action of various environmental factors (such as load, temperature, humidity, etc.), the repair material and the old concrete structure will produce volume deformation. When the joint deformation of the repair material and the old concrete structure is poor, repeated loads, Load

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  • Bond quality assessment method for new-old interface in building restoration
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  • Bond quality assessment method for new-old interface in building restoration

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[0035] The process, principles, and effects of the present invention will be further described in detail below in conjunction with specific embodiments, drawings and specific experiments.

[0036] When this method is implemented, it includes the following steps: a. Remove the sample from the structure to be repaired (when testing the bonding performance between the repair material and the steel, the substrate is selected as steel), and prepare the substrate of the test piece. The center of the base has a hole in the shape of a truncated cone, and the inclination angle of the cone is θ The range of change is 0°~30° (including 0° and 30°); b. Pouring the repair material into the hole in the test piece matrix to form a truncated cone shape and curing is completed. There is room for at least one end of the hole during pouring. The thickness of the new pouring material is preferably 1 / 5~1 / 2 of the hole height; c. Observe the bonding interface of the repair material with a microscope an...

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Abstract

The invention discloses a bond quality assessment method for new-old interface in building restoration. According to the invention, a novel restricting test piece is formed in the way that holes in a certain shape are formed on a basis material in a certain shape, then new pouring material is poured in the holes as required, and the bond quality of the new-old interface can be assessed through the performance indexes of the bond interface. According to the method, the test piece plays the role of restricting the new pouring material, so that the effects of the expansion and contraction of the new pouring material on the bond quality of the interface can be reflected. Therefore, due to the adoption of the method, the result is more similar to the practical restricted condition of the new pouring material.

Description

technical field [0001] The invention relates to an evaluation method for the interface bonding quality of new and old materials, in particular to an evaluation method for the interface bonding quality of new and old materials in concrete repair projects. [0002] Background technique [0003] The research and evaluation methods on the repair performance of structures at home and abroad are largely based on the bonding quality of the old and new concrete interface, and the bond strength is an important index that directly reflects the bonding quality of the interface. At present, various methods for evaluating the interface bond strength only focus on the different stress conditions of the bonded interface. According to the different force conditions of the bonded interface, the bond strength can be divided into: shear, tension, tension (compression)- There are three types of shearing, mainly: Z-type shearing type, oblique shearing type, direct tension type at both ends, spl...

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Application Information

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IPC IPC(8): G01N21/88G01N15/08G01N19/04
Inventor 钱觉时王庆珍尤超王润泽刘军范云燕
Owner CHONGQING UNIV
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