Cast-in-place X-type concrete pile body strain monitoring method based on FBG (Fiber Bragg Grating) sensor

A concrete pile and strain monitoring technology, which is used in the testing of foundation structures, foundation structure engineering, construction, etc., can solve the problem that the continuous strain data of the pile body cannot be collected, the installation and layout of strain gauges are complicated, and there are many strain gauge export lines, etc. problems, to achieve the effect of recording and saving data conveniently and quickly, without electrical breakdown and burning, and simple wiring

Active Publication Date: 2014-05-07
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] Currently, strain gauges are mainly used to monitor the strain of cast-in-situ X-shaped concrete piles. However, due to the complicated installation and laying of strain gauges and their easy damage, the continuous strain data of piles cannot be collected, and there are too many lead-out lines of strain gauges. , easy to cause knotting during operation, and the lead wire is easy to break, the survival rate is not high enough

Method used

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  • Cast-in-place X-type concrete pile body strain monitoring method based on FBG (Fiber Bragg Grating) sensor
  • Cast-in-place X-type concrete pile body strain monitoring method based on FBG (Fiber Bragg Grating) sensor

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Embodiment

[0024] Embodiment: In this embodiment, the cast-in-place X-shaped concrete pile with optical fiber is arranged as figure 1 with figure 2 As shown, including the pile body 1, there are interconnected protrusions and depressions on the peripheral surface of the pile body 1, and four optical fibers 2 are laid on the surface of the pile body 1 along its axial direction, two of which are respectively along the adjacent The two protruding parts of the fiber optic cable are laid, and the other two are laid along the two opposite concave parts respectively, and the FBG sensor 3 is connected in series on the optical fiber 2 .

[0025] When in use, firstly polish the place where the FBG sensor will be placed with sandpaper, the purpose is to ensure that the surface of the concrete pile is clean and smooth, then coat a layer of epoxy resin on the surface, and then use sandpaper to polish the epoxy resin layer, so that the FBG sensor can be used with The epoxy resin is pasted more tight...

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Abstract

The invention discloses a cast-in-place X-type concrete pile body strain monitoring method based on an FBG (Fiber Bragg Grating) sensor. The cast-in-place X-type concrete pile body strain monitoring method comprises the following steps: flattening the surface of an X-type concrete pile body; axially paving four optical fibers at convex and concave positions on the surface of the processed pile body; adhering the FBG sensor serially connected with the optical fibers on the surface of the pile body; coating epoxy resin; accessing to a fiber bragg grating interrogator and measuring a strain value of the pile body. According to the monitoring method provided by the invention, the survival rate of the optical fiber sensor is improved; the electromagnetic interference can be avoided; the cast-in-place X-type concrete pile body strain monitoring method has the advantages of good waterproof property, high testing precision, good stability and the like.

Description

technical field [0001] The invention relates to a test method of a foundation structure, in particular to a strain monitoring method of an in-situ X-shaped concrete pile body based on an FBG sensor. Background technique [0002] The cast-in-place X-shaped concrete pile uses a letter X-shaped section instead of the traditional circular section. Compared with the traditional round pile with the same cross-sectional area, the cross-sectional circumference of the cast-in-place X-shaped concrete pile is significantly increased, and the unit material The specific surface area is also significantly increased, thereby achieving the purpose of saving pile body materials and improving the bearing capacity of material per unit volume. Therefore, the single pile bearing capacity can be greatly improved without increasing the amount of concrete poured, thereby improving the cost performance. It can be widely used in foundation engineering in the fields of expressway, high-speed railway,...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D33/00
Inventor 高磊刘汉龙吴克雄余湘娟
Owner HOHAI UNIV
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