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Negative temperature environment concrete structure electrical excitation curing method and curing equipment thereof

A technology for concrete structures and concrete specimens, used in building structures, ohmic resistance heating components, buildings, etc., can solve problems such as lack of control, and achieve the effect of eliminating resistance reduction, high-quality and stable structural performance, and avoiding penetration cracks.

Active Publication Date: 2022-04-05
HEBEI UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0006] The purpose of the present invention is to provide a negative temperature environment concrete structure electric excitation maintenance method and its maintenance equipment to solve the problem of high temperature maintenance in the concrete specimen during the maintenance process of the concrete structural parts in the negative temperature environment, especially in the winter in the cold area. Under the cross influence of the environment and the external low temperature environment, when the temperature stress inside and outside the concrete structure exceeds the ultimate tensile strength of the concrete, the concrete structure will inevitably crack, and there is a lack of emergency measures to control or avoid cracking

Method used

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  • Negative temperature environment concrete structure electrical excitation curing method and curing equipment thereof
  • Negative temperature environment concrete structure electrical excitation curing method and curing equipment thereof
  • Negative temperature environment concrete structure electrical excitation curing method and curing equipment thereof

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specific Embodiment approach 1

[0049] Specific implementation mode one: combine figure 1 and figure 2 Describe this implementation mode. In this implementation mode, during the maintenance process in a negative temperature environment, when the concrete structure is a concrete structure without conductive fillers, the electrical excitation is determined by the ratio of the concrete structure resistance during the maintenance process to the initial resistance of the concrete structure. The quality control point of curing concrete specimens, when the concrete structure reaches the quality control point, the adjustment operation of the electric power of the concrete specimens is started, so as to achieve the crack-free electric excitation required by the curing temperature of the concrete structure in the fresh mixing stage and hardening stage. maintenance process.

specific Embodiment approach 2

[0050] Specific embodiment 2: This embodiment is a further limitation of specific embodiment 1. After determining the quality control point of the electro-cured concrete specimen according to the ratio of the concrete structure resistance in the curing process to the initial resistance of the concrete structure, the concrete specimen is opened. The adjustment operation of the energized power, the adjustment operation process is:

[0051] Combining the curing temperature requirements of the concrete structure in the fresh stage and hardening stage with the balance formula of heat generation and heat release, the power-on power is calculated;

[0052] The curing temperature requirements of the concrete structure in the fresh mixing stage and hardening stage are to determine the initial curing temperature of the concrete structure according to the specific ambient temperature, and ensure that the difference between the temperature of the concrete structure itself and the ambient t...

specific Embodiment approach 3

[0059] Specific embodiment 3: This embodiment is a further limitation of specific embodiment 1 or 2. When the quality control point of the electro-cured concrete specimen is reached, the curing temperature adjustment process of the concrete structure can be adjusted by adjusting the power of the concrete structure correspondingly. .

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Abstract

The invention discloses a negative temperature environment concrete structure electrical excitation curing method and curing equipment thereof. In the curing process of a concrete structural member in a negative temperature environment, under the cross influence of a high-temperature curing environment in a concrete test piece and an external low-temperature environment, when temperature stress existing inside and outside the concrete structure exceeds the ultimate tensile strength of concrete, the concrete structure is inevitably cracked, and emergency measures for controlling or avoiding cracking are lacked. In the curing process in the negative temperature environment, when the concrete structure is not doped with the conductive filler, the mass transfer control point of the electrically-excited cured concrete test piece is determined according to the ratio of the resistance of the concrete structure to the initial resistance of the concrete structure in the curing process, and when the concrete structure reaches the mass transfer control point, the conductive filler is added to the concrete structure. And starting the adjustment operation of the power-on power of the concrete test piece so as to meet the crack-free electrical excitation curing process required by the curing temperature in the fresh mixing stage and the hardening stage of the concrete structure.

Description

technical field [0001] The invention belongs to the technical field of civil engineering, and in particular relates to an electric excitation maintenance method and maintenance equipment for a concrete structure in a negative temperature environment. Background technique [0002] The average temperature of the coldest month in the cold region is below 0°C. Under such conditions, it is difficult for concrete structures to form strength due to the inability of normal hydration of cementitious materials. If reasonable maintenance measures are not taken, the construction of concrete structures in cold regions will be out of the question. In order to solve this problem, many methods including greenhouse method, heat storage and heat preservation method, and electric heat tracing method are used to maintain concrete structures under negative temperature environment to ensure the normal development of concrete structure construction projects. However, there are many limitations an...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/24H05B3/02
Inventor 马国伟刘雨时田伟辰
Owner HEBEI UNIV OF TECH
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