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Distributed optical fiber temperature measurement system and method for real-time monitoring of spatial temperature distribution of concrete dams

A technology of distributed optical fiber and concrete dams, which is applied to thermometers, thermometers with physical/chemical changes, heat measurement, etc., can solve the problems of low precision, large monitoring space area, and long monitoring period, and achieve high monitoring accuracy and monitoring The effect of large space area and long monitoring period

Active Publication Date: 2020-11-27
CHINA THREE GORGES UNIV
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AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is to provide a distributed optical fiber temperature measurement system and method for real-time monitoring of the spatial temperature distribution of concrete dams, which can solve the problem of low accuracy of existing monitoring methods, small monitoring space area, and inability to target concrete temperature in the pouring warehouse. Observation and research on inhomogeneity characteristics and evolution law, high spatial temperature monitoring accuracy, large monitoring spatial area and long monitoring period; for the accurate realization of the three-dimensional temperature field reconstruction of the dam body and the correctness check of the spatial temperature difference algorithm Provide technical foundation and data support

Method used

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  • Distributed optical fiber temperature measurement system and method for real-time monitoring of spatial temperature distribution of concrete dams
  • Distributed optical fiber temperature measurement system and method for real-time monitoring of spatial temperature distribution of concrete dams
  • Distributed optical fiber temperature measurement system and method for real-time monitoring of spatial temperature distribution of concrete dams

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Embodiment 1

[0030] such as Figure 1- Figure 5 As shown, a distributed optical fiber temperature measurement system for real-time monitoring the spatial temperature distribution of a concrete dam includes an optical fiber spiral loop layout structure 1 composed of n loop distributed optical fibers buried in n layers of pouring silo blanks 3 of the concrete dam along the river, where N=n and ≥1, one loop distributed optical fiber 2 is buried in each layer of pouring silo blanks 3, and adjacent loop distributed optical fibers 2 are connected with each other to form the optical fiber spiral loop layout structure 1;

[0031] Loop distributed optical fiber 2 comprises a first high-density monitoring optical fiber segment 2-1 and a second high-density monitoring optical fiber segment 2-3 which are connected by a plurality of U-shaped optical fibers, and the two ends of the first high-density monitoring optical fiber segment 2-1 and the second high-density monitoring optical fiber segment 2-3 are res...

Embodiment 2

[0038] A method for real-time monitoring the spatial temperature distribution of a concrete dam by the distributed optical fiber system includes the following steps:

[0039] 1, in the preparation stage of the embedding construction, finishing the task of arranging, preparing and coiling the double-stranded bundled optical fiber in advance; At the same time, draw the spatial positioning dimension map of the key positioning point of the optical fiber embedding line, and identify the corresponding position of the optical fiber embedding meter mark of the key positioning point;

[0040] Step 2: when the concrete material of the pouring bin blank layer 3 of the first concrete dam body is about to completely cover the embedding area, firstly embedding double-strand binding optical fibers to form the looped distributed optical fibers 2 of the pouring bin blank layer 3 of the first concrete dam body, embedding the optical fibers in the concrete at a position of 25-30cm by using a vibrati...

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Abstract

A distributed optical fiber temperature measurement system for real-time monitoring of the spatial temperature distribution of concrete dams, a distributed optical fiber temperature measurement system for real-time monitoring of the spatial temperature distribution of concrete dams, including N-layer pouring silo layers buried in the concrete dam body along the river An optical fiber spiral loop-back layout structure composed of n loop-back distributed optical fibers in the inner loop, N=n and ≥ 1, a loop-back distributed optical fiber is buried in each layer of pouring warehouse blank layer, and adjacent loop-back distributed optical fibers are connected to each other to form Optical fiber spiral loop layout structure; the bottom loop distributed optical fiber is connected to the distributed optical fiber temperature measurement system, and each meter of optical fiber in each looped distributed optical fiber forms a temperature measurement point. The distributed optical fiber temperature measurement system and method for real-time monitoring of the spatial temperature distribution of concrete dams provided by the present invention can solve the problem of low accuracy of existing monitoring methods, small monitoring space area, and inability to target the uneven temperature characteristics and evolution rules of concrete in the pouring warehouse The problem of conducting observational studies.

Description

Technical field [0001] The invention relates to the technical field of concrete dam construction, in particular to a distributed optical fiber temperature measurement system and method for monitoring the spatial temperature distribution of concrete dams in real time. technical background [0002] Temperature control and crack prevention of concrete dam has always been the focus of dam construction safety and academic research. With the construction of a number of concrete dam projects in China, the research and practical application of the theory and method of temperature control and crack prevention of concrete dams are fruitful. The theory and practice show that accurately grasping the real temperature distribution and its variation law of the dam body is the basis for drawing up scientific and reasonable temperature control measures, and also the basis for analyzing the process of concrete temperature cracks. [0003] In the traditional construction process of concrete dams, o...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01K11/32
CPCG01K11/32
Inventor 梁志鹏周华维赵春菊刘全周宜红
Owner CHINA THREE GORGES UNIV
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