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Vibration-damping anti-freezing fiber-reinforced mineral-based gelling reinforced roadbed filler and preparation method thereof

A technology of roadbed filler and fiber reinforcement, which is used in manufacturing tools, ceramic molding machines, etc., to improve the strength of roadbed, prolong service life, and improve three-dimensional performance.

Inactive Publication Date: 2020-11-13
HARBIN INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Aiming at the shortcomings and deficiencies of the prior art, the present invention provides a vibration-reducing antifreeze fiber-reinforced mineral-based cementitious reinforced subgrade filler and a preparation method, which solves the problem of subgrade stability control under the coupled action of seasonal freeze-thaw-rail traffic loads, especially It is the three major problems of water, deformation and vibration in roadbed stability control

Method used

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  • Vibration-damping anti-freezing fiber-reinforced mineral-based gelling reinforced roadbed filler and preparation method thereof
  • Vibration-damping anti-freezing fiber-reinforced mineral-based gelling reinforced roadbed filler and preparation method thereof

Examples

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Embodiment 1

[0024] A vibration-damping and antifreeze fiber-reinforced mineral-based cementitious reinforced roadbed filler, which consists of the following raw materials in parts by weight: 105 parts of roadbed filler, 4 parts of mineral-based cementitious materials, 15 parts of auxiliary materials and 8 parts of anti-crack fibers. The mineral-based cementitious material consists of the following raw materials in parts by weight: 10 parts of hornblende, 15 parts of potassium feldspar, 14 parts of ilmenite, 8 parts of corundum, 20 parts of kaolinite, 18 parts of biotite and 20 parts of pyroxene; the auxiliary materials are composed of the following raw materials in parts by weight, 95 parts of an alkaline activator, 0.8 parts of a surfactant, and 8 parts of a water reducer. The basic activator is a mixture of water glass and calcium chloride, and the weight ratio is 3:10. Described surfactant is triethanolamine. The dispersant is soybean lecithin dispersant. The water reducer is a polyc...

Embodiment 2

[0030] A vibration-damping-antifreeze fiber-reinforced mineral-based cementitious reinforced roadbed filler. The raw materials are composed of the following raw materials in parts by weight: 85 parts of roadbed filler, 1 part of mineral-based cementitious material, 9 parts of auxiliary materials and 0.5 parts of anti-crack fiber The mineral-based cementitious material consists of the following raw materials in parts by weight: 5 parts of hornblende, 7 parts of potassium feldspar, 9 parts of ilmenite, 4 parts of corundum, 12 parts of kaolinite, biotite 10 parts and 14 parts of pyroxene; the auxiliary materials are composed of the following raw materials in parts by weight, 85 parts of alkaline activator, 0.45 parts of surfactant, and 2 parts of water reducing agent. Described alkaline activator is the mixture of water glass and calcium chloride, and the weight ratio is 3:5. Described surfactant is triethanolamine. Described dispersant is sodium carboxymethyl cellulose. The wa...

Embodiment 3

[0032] A vibration-reducing-antifreeze fiber-reinforced mineral-based cementitious reinforced roadbed filler. The raw materials are composed of the following raw materials in parts by weight: 100 parts of roadbed filler, 3 parts of mineral-based cementitious materials, 12 parts of auxiliary materials and 5 parts of anti-crack fiber The mineral-based cementitious material consists of the following raw materials in parts by weight: 8 parts of hornblende, 12 parts of potassium feldspar, 12 parts of ilmenite, 6 parts of corundum, 16 parts of kaolinite, biotite 15 parts and 17 parts of pyroxene; the auxiliary materials are composed of the following raw materials in parts by weight, 90 parts of alkaline activator, 0.70 part of surfactant, and 6 parts of water reducer. Described alkaline activator is the mixture of water glass and calcium chloride, and the weight ratio is 3:8. Described surfactant is triethanolamine. The dispersant is soybean lecithin dispersant and sodium carboxyme...

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Abstract

The invention discloses a vibration-damping anti-freezing fiber-reinforced mineral-based gelatinization-reinforced roadbed filler and a preparation method thereof. The vibration-damping anti-freezingfiber-reinforced mineral-based gelatinization-reinforced roadbed filler is prepared from the following raw materials in parts by weight: 85 to 105 parts of a roadbed filler; 1 to 4 parts of a mineral-based cementing material, 9 to 15 parts of an auxiliary material and 0.5 to 8 parts of anti-crack fiber; the mineral-based cementing material is prepared from the following raw material in parts by weight: 5 to 10 parts of hornblende, 7 to 15 parts of potassium feldspar, 9 to 14 parts of ilmenite, 4 to 8 parts of corundum, 12 to 20 parts of kaolinite, 10 to 18 parts of biotite and 14 to 20 parts of pyroxene; the auxiliary material is prepared from the following raw material in parts by weight: 85 to 95 parts of an alkaline exciting agent, 0.45 to 0.8 part of a surfactant and 2 to 8 parts of awater reducing agent. The problems of roadbed vibration sinking, freezing damage caused by freezing and thawing and the like under the dynamic load effect of a train can be solved. And excellent gel solidification reinforcement and freezing damage prevention and control effects are achieved.

Description

technical field [0001] The invention relates to the field of roadbed composite material reinforcement, in particular to a vibration-damping antifreeze fiber-reinforced mineral-based gelling-reinforced roadbed filler and a preparation method thereof. Background technique [0002] High-speed and heavy-duty railways have become a major trend in the development of rail transit at home and abroad, and at the same time pose new challenges to the quality of roadbed engineering. Although traditional cement, lime and other solidification technologies can improve certain strength, there are also disadvantages and many problems at the same time, such as the defects of slow initial setting speed of cement solidified soil, large solidification shrinkage, poor dilution resistance, and easy cracking; lime and slag solidification The early strength of the soil is poor, and the strength increases slowly; the improvement effect of cement and lime on saline soil, organic soil and high plastici...

Claims

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Application Information

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IPC IPC(8): C04B28/26C04B16/06C04B14/42B28B1/52
CPCB28B1/525C04B14/42C04B16/0633C04B16/0641C04B16/0683C04B28/26C04B2201/50C04B14/04C04B14/045C04B14/303C04B14/305C04B14/308C04B14/106C04B14/20C04B22/124C04B24/122C04B24/003C04B2103/302C04B14/00C04B24/383
Inventor 唐亮凌贤长赵莹莹罗军
Owner HARBIN INST OF TECH
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