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Test method and test device for simulating natural non-uniform corrosion of steel bars in concrete

A test device and test method technology, applied to measuring devices, weather resistance/light resistance/corrosion resistance, instruments, etc., can solve problems such as large thermal effect, non-uniform corrosion, inaccurate prediction results, etc.

Active Publication Date: 2018-08-21
ZHEJIANG UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although this method can achieve non-uniform corrosion of steel bars to a certain extent, it cannot cause non-uniform corrosion along the circumferential direction of steel bars and non-uniform corrosion along the length of steel bars, and it cannot cause rust to occur on the side facing the concrete protective layer. Does not truly reflect the natural corrosion due to the corrosion form caused by the transfer of chloride ions, oxygen and moisture to the steel surface
And according to the electrochemical theory, the farther the distance between the electrode and the steel bar is, the greater the resistance of the concrete will be, resulting in a greater thermal effect, which leads to the inaccurate prediction of the amount of steel bar corrosion by Faraday's law.

Method used

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  • Test method and test device for simulating natural non-uniform corrosion of steel bars in concrete

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Experimental program
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Effect test

Embodiment 1

[0084] Embodiment 1 The test method of the natural non-uniform corrosion of steel bar in the simulated concrete of the present invention may further comprise the steps:

[0085] 1) Preparation of the mold: Run the stainless steel wire through the side of the mold and lock it, and make the two ends of the stainless steel wire fall outside the mold. After adjusting the tension and length of the stainless steel wire, install the steel bar to be corroded on the mold Inside; the stainless steel wire is determined according to the purpose of the test whether its surface is provided with an insulating layer;

[0086] 2) Prepare the concrete specimen: pour concrete in the mold, remove the mold after 1 day of age, and then maintain the concrete specimen to the planned age; loosen the stainless steel wire before removing the mold;

[0087] 3) Constant current energization corrosion: according to the expected corrosion rate or rust layer thickness distribution, set the energization curre...

Embodiment 2

[0094] Embodiment 2 The test device constructed by the test method of simulating the natural non-uniform corrosion of steel bars in concrete as described in Example 1, including a mold unit, a force unit, a test piece and an electrification unit, and the described test piece is installed in the In the mold of the mold unit described above, steel bars 2 and stainless steel wires 3 are embedded inside the piece to be tested, and the described force unit is stuck on the stainless steel wire of the piece to be tested; The steel bar of the piece is electrically connected, and the negative pole of the energized unit is electrically connected with the cathode of the piece to be tested;

[0095] The mold unit includes a mold and a through-hole bolt 7 for pouring the piece to be tested, and the symmetrical two sides of the mold are reserved for the first hole 9 for penetrating the steel bar 2 and the second hole 10 for penetrating the stainless steel wire 3; The through-hole bolt 7 is ...

Embodiment 3

[0103] Embodiment 3 Taking the measurement of the water-cement ratio of 0.53 and the mix ratio of cement: water: sand: coarse aggregate = 1: 0.53: 2.0: 3.0 as an example, the concrete will be energized and corroded after the built-in stainless steel wire, and the work of the present invention will be described in detail .

[0104] The raw materials for mixing concrete in this embodiment are: the cement is P.I 52.5 grade Portland cement, the sand adopts river sand with a fineness modulus of 2.5 to 2.6, and the coarse aggregate adopts continuously graded crushed stone (maximum particle size 20mm). Water adopts tap water. The size of the specimen is 100×100×400, and the steel bars and stainless steel wires to be corroded are pre-embedded in the specimen. The steel bar model adopts HPB300, and the thickness of the protective layer is 20mm. The diameters of steel bars and stainless steel wires are 12mm and 1mm respectively, and the net distance between them is 6mm. At this time,...

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Abstract

The invention discloses a test method and a test device for simulating natural inhomogeneous rusting of a reinforcing steel bar in concrete. The method comprises the following steps: pre-burying stainless steel wires in concrete, and supplying constant-current power for electrolytic reaction to a concrete test piece. The test device comprises a mold unit, a stressing unit, a test piece to be tested and a power supply unit, wherein the mold unit comprises a mold for casting the test piece to be tested, a through hole bolt and a fastening bolt; the stressing unit comprises a bracket, a lower fulcrum, an upper fulcrum, a loading screw rod and a popping bolt; the test piece to be tested comprises a concrete base body, a reinforcing steel bar and a stainless steel wire electrode; the power supply unit adopts a voltage-stabilizing current-stabilizing direct-current power supply. The test method and the test device have the benefits that the test period is short, natural inhomogeneous rusting of the reinforcing steel bar can be effectively simulated, the position, the rusting range and the rusting degree of inhomogeneous rusting in the circumference direction, and inhomogeneous rusting in the length direction of the reinforcing steel bar can be effectively controlled, energy loss caused by concrete resistance can be reduced, and the prediction result precision is high.

Description

technical field [0001] The invention relates to a test method and a test device for simulating the natural non-uniform corrosion of steel bars in concrete. Background technique [0002] Due to the advantages of concrete structure in terms of materials, cost and maintenance, it has always occupied a dominant position in civil engineering, and has been widely used in major civil engineering (large-scale construction projects, bridge engineering, hydraulic engineering and port engineering). For concrete structures in marine environment and deicing salt environment, steel corrosion is the main factor affecting the durability of concrete structures. The economic losses caused by the durability of concrete structures have brought huge economic losses to both developed countries and developing countries, and have attracted widespread attention at home and abroad. A large number of achievements have emerged in the research on the corrosion of steel bars and the cracking of concrete...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N17/00G01N17/02
CPCG01N17/006G01N17/02
Inventor 付传清梁坚凝金贤玉裴华富金南国刘佳敏
Owner ZHEJIANG UNIV OF TECH
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