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Concrete freeze-thaw expansion strain sensor

A technology of expansion strain and concrete, which is applied in the field of sensors, can solve the problems of not being able to reflect the freeze-thaw damage of concrete in active service, and cannot achieve real-time monitoring, and achieve the effects of eliminating errors, good durability, and flexible collection intervals

Inactive Publication Date: 2017-04-19
SUZHOU NUCLEAR POWER RES INST +4
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] At present, the test of concrete freeze-thaw resistance performance in my country mainly uses prisms to perform several freeze-thaw cycles in a freeze-thaw machine. Qualitative description of the overall frost resistance of concrete cannot reflect the specific freeze-thaw damage of active concrete during the service period, let alone achieve the purpose of real-time monitoring

Method used

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  • Concrete freeze-thaw expansion strain sensor
  • Concrete freeze-thaw expansion strain sensor

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Embodiment Construction

[0017] Preferred embodiment of the present invention will be described in detail below in conjunction with accompanying drawing:

[0018] Such as figure 1 with figure 2 The concrete freeze-thaw expansion strain sensor mainly includes a temperature compensation optical fiber 1 , a single-mode bending-resistant bare optical fiber 2 and a cement mortar ring body 3 .

[0019] Wherein, the cement mortar ring body 3 is a cement mortar column with a hollow cavity inside, and the hollow cavity is concentric with the cement mortar column so that its end surface or a section parallel to the end surface has a ring structure. The temperature compensating optical fiber 1 includes a temperature compensating optical fiber coil 11 and a temperature compensating guiding optical fiber 12, the temperature compensating optical fiber coil 11 is arranged in the cement mortar ring body 3; and there are two temperature compensating guiding optical fibers 12, each temperature compensating guiding op...

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Abstract

The invention relates to a concrete freeze-thaw expansion strain sensor comprising a cement mortar ring body; temperature compensation fibers which comprise temperature compensation fiber coils which are arranged in the cement mortar ring body and temperature compensation guide fibers which are connected with the two ends of the temperature compensation fiber coils and extend to the outside of the cement mortar ring body; and single-mode bend-resistant bare fibers which comprise bend-resistant sensing fiber coils which are arranged in the cement mortar ring body and bend-resistant guide fibers which are connected with the two ends of the bend-resistant sensing fiber coils and extend to the outside of the cement mortar ring body, wherein the single-mode bend-resistant bare fibers and the temperature compensation fibers are arranged in a spacing way. The concrete freeze-thaw expansion strain sensor has great endurance and can realize life-cycle monitoring of the concrete structure by starting from the service period of the concrete of monitoring points until stripping of the protective layer of the concrete through the effect of multiple freeze-thaw cycles.

Description

technical field [0001] The invention relates to a sensor, in particular to a concrete freeze-thaw expansion strain sensor. Background technique [0002] Optical fiber sensing has many advantages such as good durability, high resolution, anti-electromagnetic interference, small size, and simple packaging structure. It is widely used in the field of building structural health monitoring. Optical fiber sensing is considered to be the most promising sensing technology for smart structures integrated inside materials to detect their damage. At present, this technology has been considered as an ideal sensing element for long-term safety monitoring of civil engineering structures. [0003] The durability of concrete structures in cold regions decreases as the number of freeze-thaw cycles increases. As an environmental load, freeze-thaw cycles are highly destructive to the integrity of concrete structures, and their destructive effects will be further increased when there is deici...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01B11/16
CPCG01B11/18
Inventor 廖开星孔祥龙李金珂孙长森赵雪峰
Owner SUZHOU NUCLEAR POWER RES INST
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