Modified rubber particle impact-resistant abrasion-resistant ultrahigh-toughness concrete and preparation method thereof

A modified rubber and ultra-high toughness technology, applied in the direction of climate sustainability, sustainable waste treatment, solid waste management, etc., can solve the problem of poor impact toughness and abrasion resistance, strong destructive force, and interface bonding ability Poor problems, to achieve the effect of improving impact toughness and abrasion resistance, improving impact toughness, and good working performance

Inactive Publication Date: 2020-04-10
徐思钰
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The terrain in the mountainous areas of western my country is complex, with many deep ditches and canyons, and a large number of bridges are built. However, natural disasters such as mudslides and floods frequently occur in mountainous areas, and solid debris such as sediment and stones flow quickly, have a large flow, and are destructive. Under the action of mountain torrents, debris flow, and dynamic load coupling, the building will serve for one to two years, and problems such as abrasion and cracking of the reinforced protective layer and concrete will generally occur, resulting in huge safety hazards and high maintenance costs.
However, the construction and repair and reinforcement materials of conventional hydraulic structures have low strength, poor impact toughness and corros

Method used

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  • Modified rubber particle impact-resistant abrasion-resistant ultrahigh-toughness concrete and preparation method thereof
  • Modified rubber particle impact-resistant abrasion-resistant ultrahigh-toughness concrete and preparation method thereof
  • Modified rubber particle impact-resistant abrasion-resistant ultrahigh-toughness concrete and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Example

[0053] Examples 1~5

[0054] The modified rubber particle anti-abrasion ultra-high-toughness concrete described in Examples 1 to 5 uses dispersible rubber powder as an interface enhancer. The preparation method includes the following steps:

[0055] 1) Weigh the raw materials according to the proportions described in Table 1;

[0056] 2) Put the weighed machine-made sand, cement, silica fume and fly ash microbeads into the concrete mixer for premixing for 3 minutes, pour in the rubber particles and stir for 2 minutes, pour in water and water reducing agent and stir for 4 minutes, then add the compound expansion agent and stir for 2 minutes , Then uniformly add the mixed fiber and continue to stir for 3 minutes; add the dispersible rubber powder and stir for 1 minute, and finally, after mold loading, vibrating, and molding, the surface is covered with an impermeable film. After 1 day, the mold is removed for standard maintenance to obtain the modification Rubber particles are resista...

Example

[0063] Examples 6-10

[0064] The modified rubber particle anti-abrasion ultra-high performance concrete described in Examples 6 to 10 uses water-based epoxy resin as an interfacial enhancer. The preparation method includes the following steps:

[0065] 1) Weigh each raw material according to the proportioning conditions described in Table 3;

[0066] 2) Add machine-made sand, cement, silica fume and fly ash microbeads to the concrete mixer for premixing for 3 minutes, pour in rubber particles and stir for 2 minutes, pour in water and water reducing agent and stir for 4 minutes, then add compound expansion agent and stir for 2 minutes, and then evenly Add the mixed fiber and continue to stir for 3 minutes; add the water-based epoxy resin and stir for 3 minutes, and finally, after mold loading, vibrating, and molding, the surface is covered with an impermeable film. After 1 day, the mold is removed for standard curing, and the modified rubber particles are obtained. Grinding ultra-hi...

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Abstract

The invention discloses modified rubber particle impact-resistant abrasion-resistant ultrahigh-toughness concrete, which is prepared from the following main raw materials: cement, fly ash micro-beads,silica fume, machine-made sand, modified rubber particles, hybrid fibers, an interface enhancer, a composite expanding agent, a shrinkage-reducing viscosity-reducing water reducing agent and water. According to the invention, the modified rubber particle impact-resistant abrasion-resistant ultrahigh-toughness concrete has advantages of excellent impact toughness, excellent corrosion resistance, good volume stability and high interface bonding strength of new and old concrete, can be widely applied to the field of construction, repair and reinforcement of hydraulic structures such as bridge piers and the like, can improve the bearing capacity and the service life of hydraulic structures such as the piers and the like, reduce the maintenance cost, achieve effective utilization of wastes andsolve the problems of shortage of quartz sand and river sand resources and the like in China, and has important economic and environmental benefits.

Description

technical field [0001] The invention belongs to the field of building materials, and in particular relates to a modified rubber particle abrasion-resistant ultra-high toughness concrete and a preparation method thereof. Background technique [0002] The terrain in the mountainous areas of western my country is complex, with many deep ditches and canyons, and a large number of bridges are built. However, natural disasters such as mudslides and floods frequently occur in mountainous areas, and solid debris such as sediment and stones flow quickly, have a large flow, and are destructive. Under the action of mountain torrents, mudslides, and dynamic load coupling, buildings have been in service for one to two years, and problems such as abrasion and cracks in the reinforced protective layer and concrete are common, causing huge safety hazards and high maintenance costs. However, the construction and repair and reinforcement materials of conventional hydraulic structures have low ...

Claims

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Application Information

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IPC IPC(8): C04B28/04C04B18/22C04B20/02C04B14/48C04B16/06C04B20/10
CPCC04B28/04C04B18/22C04B20/023C04B14/48C04B16/0641C04B20/1062C04B2201/10C04B2201/50Y02W30/91
Inventor 徐思钰
Owner 徐思钰
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