Preparation method of composite reinforced regenerated concrete with regenerated fiber and active minerals

A technology of recycled concrete and recycled fiber, which is applied in the direction of solid waste management, climate sustainability, and sustainable waste treatment. It can solve the problems of polymer elastic materials encroaching on land resources and the environment, and achieve improved mechanical properties. The method is simple and The effect of enhancing crack resistance and toughness resistance

Inactive Publication Date: 2012-07-18
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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  • Summary
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  • Application Information

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Problems solved by technology

[0003] The rapid development of the automobile industry has led to a rapid increase in tire production. At the same time, there are more and more waste tires. However, waste tires that are regarded as "black pollution" are simply piled up in the open air, and the polymer elastic materials that are extremely difficult to degrade not only A large amount of encroachment on land resources and more environmental problems

Method used

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  • Preparation method of composite reinforced regenerated concrete with regenerated fiber and active minerals
  • Preparation method of composite reinforced regenerated concrete with regenerated fiber and active minerals
  • Preparation method of composite reinforced regenerated concrete with regenerated fiber and active minerals

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Embodiment

[0031] 1. Carry out mechanical crushing, screening, cleaning, etc. on waste concrete, and the particle gradation of the prepared coarse aggregate should meet the table in Article 3.2.1 of "Standards for the Quality and Testing Methods of Sand and Stone for Ordinary Concrete" (JGJ52-2006). 3.2.1-2 (grain grading range of crushed stone or pebble) Requirements for aggregate. Depend on figure 1 It can be seen that natural coarse aggregate NA, recycled coarse aggregate RA-I, RA-II, and RA-III all meet the requirements of JGJ52-2006 for continuous gradation of coarse aggregate.

[0032] Cumulative curve of particle size distribution figure 1 Determine the relevant particle size d of the particles 10 、d 30 and d 60 , and find the non-uniformity coefficient and coefficient of curvature Where d10 is the corresponding particle size when the mass percentage of particles smaller than a certain particle size is 10%; d 30 d60 is the corresponding particle size when the cumulative m...

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Abstract

The invention relates to a preparation method of composite reinforced regenerated concrete with regenerated fiber and active minerals. Broken waste concrete is adopted as partial regenerated coarse aggregate of the regenerated concrete; meridian steel fiber extracted from waste tyres, fly ash, silicon powder and efficient water reducing agents are added to the waste concrete, so as to improve themechanical performance of the regenerated concrete; the regenerated concrete comprises following substances in part by weight: 13 to 15 parts of 32.5R ordinary portland cement, 20 parts of fine aggregates (medium coarse sand), 36 parts of natural gravel, 15 parts of regenerated coarse aggregates, 1 to 2 parts of silicon powder, 4 to 5 parts of class II fly ash, 0.3 part of efficient water reducing agents, 0.01 part to 0.04 part of meridian steel fiber and 9 parts of water. The preparation method is simple, and the mechanical performance of the regenerated concrete is steady; a novel preparation method is provided for the greenness and environmental friendliness advocated in the field of civil engineering and the application of concrete materials to sustainable circular economy; and the preparation method has a wide future and wide commercial prospect.

Description

technical field [0001] The invention belongs to the technical field of building materials, and relates to the preparation of composite reinforced recycled concrete, especially a method for preparing recycled fiber composite active mineral material reinforced recycled concrete. Fly ash and silica fume, further adding an appropriate amount of high-efficiency water reducer to improve the performance of recycled concrete prepared from waste concrete. Background technique [0002] For a long time, sand and gravel aggregates have been considered as an inexhaustible raw material because of their wide availability and low price. With the rapid development of the construction industry, the demand for sand and gravel aggregates continues to increase, and due to long-term disorderly and random mining, the resources of sand and gravel aggregates are constantly being exhausted, resulting in the contradiction between the rapid development of the construction industry and the shortage of r...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B18/30
CPCY02W30/91
Inventor 王社良张博刘军生丁怡洁刘伟陈琪
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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