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Piezoresistance self-sensing cement concrete material, pavement structure and paving method

A technology of cement concrete and pavement structure, applied in the field of building materials, can solve the problems of affecting the self-perception concrete sensing function, reducing the performance of concrete microstructure, and high cost of self-perceiving concrete, so as to improve the self-perception function, improve the conductivity, and facilitate the The effect of repair and replacement

Pending Publication Date: 2021-03-16
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the current self-sensing concrete is not well dispersed in the concrete matrix due to the conductive material, which affects the sensing function of the self-sensing concrete and reduces the microstructural properties of the concrete.
In addition, the current self-sensing concrete is expensive and the technology has not been fully utilized, so it is difficult to use it on the entire road section

Method used

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  • Piezoresistance self-sensing cement concrete material, pavement structure and paving method
  • Piezoresistance self-sensing cement concrete material, pavement structure and paving method
  • Piezoresistance self-sensing cement concrete material, pavement structure and paving method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0039] A piezoresistive self-sensing cement concrete material is composed of the following raw materials: cement, water, sand, gravel, graphite powder, steel slag, graphene nanoflakes, multi-walled carbon nanotubes and polycarboxylate superplasticizer , and the mass ratio of the above-mentioned raw material components is:

[0040] 1:0.34:1.161:2.592:0.129:0.288:0.05%:0.05%:0.2%.

[0041] Among them, the cement is P.O42.5 ordinary Portland cement, the particle size of steel slag is 5-10 mm, continuous gradation, the surface is rough and porous, the particle size of graphite powder is 325 mesh, the diameter of graphene nano flakes is 5-10 μm, and the thickness is 4-20nm, the carbon nanotubes are multi-walled carbon nanotubes with a diameter of 10-20nm and a length of not more than 50μm. Multi-walled carbon nanotubes can be surface-functionalized with Fenton's reagent oxidation and ultraviolet radiation (UV radiation) to enhance the compression sensitivity of this self-sensing c...

Embodiment 2

[0051] The prefabricated cement concrete pavement structure with self-sensing piezoresistance function and its laying method provided in this embodiment are the same as those provided in Example 1, the difference is only that the composition ratio of cement concrete materials with self-sensing piezoresistance is different, specifically cement, water , sand, gravel, graphite powder, steel slag, graphene nanoflakes, multi-walled carbon nanotubes and polycarboxylate superplasticizer, the mass ratio is 1:0.34:1.1481:2.4768:0.1419:0.4032:0.1%:0.05 %: 0.4%.

Embodiment 3

[0053] The prefabricated cement concrete pavement structure with self-sensing piezoresistance function and its laying method provided in this embodiment are the same as those provided in Example 1, the difference is only that the composition ratio of cement concrete materials with self-sensing piezoresistance is different, specifically cement, water , sand, gravel, graphite powder, steel slag, graphene nanoflakes, multi-walled carbon nanotubes and polycarboxylate superplasticizer, the mass ratio is 1:0.34:1.1352:2.3616:0.1548:0.5184:0.05%:0.1 %: 0.4%.

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Abstract

The invention discloses a piezoresistance self-sensing cement concrete material, which is prepared from the following raw material components: cement, water, sand, gravels, graphite powder, steel slag, graphene nanosheets, multi-walled carbon nanotubes and a dispersing agent. The invention further discloses an assembly type cement concrete pavement structure with the piezoresistance self-sensing function. The assembly type cement concrete pavement structure comprises a roadbed layer, a subbase layer, a base layer, waterproof geotextile and a plurality of piezoresistance self-sensing cement concrete pavement slabs which are sequentially arranged from bottom to top. The invention further discloses a paving method of the concrete pavement structure, the self-sensing cement concrete pavement slabs are hoisted on the supporting layer through the lifting hooks and connected through the rabbet mortises and tenons, after laying is completed, the positions of the lifting hooks are leveled, andthe assembly type cement concrete pavement structure with the self-sensing function is obtained. The fabricated cement concrete pavement structure with the self-sensing function provided by the invention can be locally replaced, so that the cost is reduced.

Description

technical field [0001] The invention belongs to the technical field of building materials, and in particular relates to a piezoresistive self-sensing cement concrete material, an assembled cement concrete pavement structure and a paving method with a piezoresistive self-sensing function. Background technique [0002] In recent years, as people have higher requirements for the health and safety of road structures, structural health monitoring (SHM) has also attracted widespread attention. The traditional SHM system acquires real-time data of the structure by installing sensors, such as optical fibers, strain gauges and piezoresistive strain sensors, into the structure. In addition, because the monitoring of traffic flow is also crucial to traffic management and operation, people began to have higher requirements for the functions of the SHM system, and the types and layout methods of sensors have also been enriched. These sensors measure the state parameters of the structure...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04E01C5/06E01C5/08E01F11/00C04B111/94
CPCC04B28/04E01C5/065E01C5/08E01F11/00E01C2201/00C04B2201/50C04B2111/94C04B14/06C04B14/02C04B14/024C04B14/022C04B18/142C04B14/026C04B2103/302
Inventor 刘状壮韦欢沙爱民郝亚真叶铜李林张有为郑健田震
Owner CHANGAN UNIV
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