Steel shell-concrete stripping detection device

A detection device and concrete technology, which is applied in the application field of radioisotope technology, can solve the problems of affecting the calibration cycle, large deviation between water content and set water content, inaccurate calibration results, etc., and achieve the effect of short calibration cycle and short production cycle

Pending Publication Date: 2019-02-15
NANJING HYDRAULIC RES INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] 1. The production cycle of the concrete slab module is long, such as after the pouring is completed, it needs to be placed for more than 28 days, etc., which will affect the calibration cycle
[0007] 2. After the production process and completion of the concrete slab module, the actual water content in the concrete slab module will change due to the influence of the ambient temperature and humidity at that time, resulting in a large deviation between the actual water content in the concrete slab module and the set water content
[0008] 3. A concrete slab module can only correspond to one water content. When the water content of concrete changes, a new concrete slab module needs to be made
In the patent application number 92112969.6, when calibrating the correlation curve between the cavity depth and the thermal neutron count rate, the variation of the void depth caused by the difference in concrete water content is not considered, so the calibration result is inaccurate

Method used

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  • Steel shell-concrete stripping detection device
  • Steel shell-concrete stripping detection device
  • Steel shell-concrete stripping detection device

Examples

Experimental program
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Effect test

Embodiment 1

[0047] like figure 2 As shown, the concrete simulation standard block includes a base 21, two splints 22, a threaded guide rod 221 and several proportioning units that are repeatedly clamped and stacked vertically.

[0048] The vertical stacking thickness of several proportioning units is preferably greater than or equal to 40 cm.

[0049] The splint and the bottoms of the several proportioning units are preferably placed on the top of the base, and the splint and the tops of the several proportioning units are located on the same level.

[0050]Preferably, two parallel side baffles 211 are arranged on the base, and each side baffle is perpendicular to the splint. The side stop can limit the bottom of the proportioning units that are clamped and stacked.

[0051] The two splints are preferably clamped and fixed by threaded guide rods. The middle part of the threaded guide rod is a polished rod, which can limit the middle and top of the metal standard plates and organic mat...

Embodiment 2

[0061] Concrete simulation standard blocks include several proportioning units stacked horizontally repeatedly, and the thickness of horizontal stacking is greater than or equal to 40cm. The proportioning unit is preferably pressed and stacked repeatedly under the action of gravity, and splints and threaded guide rods can also be arranged on both sides of the proportioning unit.

[0062] Except that the placement direction of each proportioning unit is different, the rest is the same as that of Embodiment 1, and will not be repeated here.

[0063] A method for detecting void depth of concrete under a steel shell, comprising the following steps.

[0064] Step 1. Establish the void depth calibration curve library: by changing the void depth l between the steel plate and the concrete analog block, the thickness of the steel plate h, and the water content ω in the concrete analog block, thermal neutron detectors are used to measure the void depth Depth l is calibrated to obtain t...

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Abstract

The invention discloses a steel shell-concrete stripping detection device which comprises a thermal neutron detector, a steel plate and a concrete simulation marking block, wherein the steel plate isarranged above the concrete simulation marking block; a gap of which the size can be adjusted is formed between the steel plate and the concrete simulation marking block; the concrete simulation marking block comprises clamping plates, metal standard plates and organic material standard plates; the metal standard plates and the organic material standard plates are in identical lengths and widths;the metal standard plates and the organic material standard plates are vertically or transversely clamped and overlapped between the clamping plates in an alternative manner; the ratio of the metal standard plates to the organic material standard plates is adjusted according to expected concrete water contents and densities. The principle that the retarding and speed reduction action of fast neutrons is determined by the content of hydrogen atoms in concrete is smartly utilized, the detachable concrete simulation marking block is creatively manufactured, concrete of different water contents israpidly simulated, the manufacturing cycle is short, furthermore the indoor calibration cycle is short, and stripping depths of concrete of different water contents under steel shells can be calibrated.

Description

technical field [0001] The invention relates to the application field of radioisotope technology, in particular to a detection device for the void theorem between two heterogeneous media, steel shell and concrete. Background technique [0002] Large-scale hydropower and subsea tunnel projects often have some steel shell-concrete structures, such as pressure pipes of hydropower generating units, turbine volutes, runner chambers, nuclear power plant nuclear islands and large immersed tubes of subsea tunnels. When these concrete structures with steel plate lining are poured, due to the existence of the steel lining and the dense steel bars inside, the pouring construction is very inconvenient, the vibration is quite difficult, and the concrete is difficult to fill. Therefore, concrete and steel plates Void defects often exist between linings, which affect the safety and durability of structures. [0003] In view of this, it is necessary to use certain detection methods to dete...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N23/00G01B15/00
CPCG01B15/00G01N23/005G01N2223/1063G01N2223/648
Inventor 刘国庆范子武吴时强赵洪波顾昊陈韬王琅琅程和森
Owner NANJING HYDRAULIC RES INST
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