Modified concrete and preparation method thereof

A concrete and concrete foundation technology, applied in the field of concrete, can solve the problems of damaging the volume stability of concrete, reducing the durability of concrete, and shortening the service life, so as to improve compactness and bonding, good crack resistance and crack resistance, and reduce total The effect of porosity

Active Publication Date: 2021-08-10
临沂兰城(枣园)建筑材料供应有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In the process of cement concrete preparation, a large amount of natural sand and gravel need to be used, but these resources are non-renewable resources. Long-term mining and use of natural sand and gravel will cause the gradual reduction of these non-renewable resources, and even It will affect the ecological environment and cause irreversible damage to the ecology
[0003] In addition, during the pouring and hardening process of concrete, due to chemical shrinkage, cold shrinkage, dry shrinkage and other reasons, volume shrinkage will occur. The shrinkage value is about 0.04% to 0.06% of its own volume. The phenomena include concrete cracking and damage, and poor impermeability of concrete. Leakage damage, corrosion of steel bars caused by cracking, volume instability, etc.
These shrinkage cracking damages the volume stability of concrete, thereby affecting its structural function, reducing the durability of concrete and shortening its service life.

Method used

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  • Modified concrete and preparation method thereof
  • Modified concrete and preparation method thereof
  • Modified concrete and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

preparation example 1

[0043] The preparation of preparation example 1 modified polystyrene emulsion

[0044] Prepared by:

[0045] S1. Pre-irradiation: 100g polystyrene emulsion is irradiated; the irradiation treatment is irradiated under a Co-60 lamp for 3s, and the absorbed dose is 40kGy;

[0046] S2. Free radical polymerization: Add 5g of silane coupling agent KH570 to 100g of pre-irradiated polystyrene emulsion, under nitrogen, add 0.5g of initiator to carry out heating polymerization reaction to obtain silane coupling agent graft modified polystyrene Styrene emulsion.

[0047] The initiator consists of ammonium persulfate and potassium bisulfite with a mass ratio of 4:1.

preparation example 2

[0048] The preparation of preparation example 2 modified polystyrene emulsions

[0049] Prepared by:

[0050] S1. Pre-irradiation: 100g polystyrene emulsion is irradiated; the irradiation treatment is irradiated under a Co-60 lamp for 7s, and the absorbed dose is 60kGy;

[0051] S2. Free radical polymerization: Add 10g of silane coupling agent KH570 to 100g of pre-irradiated polystyrene emulsion, under nitrogen, add 0.5g of initiator to carry out heating polymerization reaction to obtain silane coupling agent graft modified polystyrene Styrene emulsion.

[0052] The initiator is composed of potassium persulfate and sodium hypophosphite with a mass ratio of 7:1.

preparation example 3

[0053] The preparation of preparation example 3 concrete expansive agent

[0054] Concrete expansion agent raw material composition: 7 parts of calcium oxide, 10 parts of magnesium oxide, 2 parts of sodium lignosulfonate, 15 parts of sodium alginate, 7 parts of calcium chloride and 1.5 parts of sodium tripolyphosphate.

[0055] Concrete expansion agent preparation includes the following steps:

[0056] S1. Grind sodium tripolyphosphate to 150 mesh, add calcium oxide and magnesium oxide, ball mill for 2 hours, and mix well;

[0057] S2. Add the mixture obtained in step S1 into water, after ultrasonic dispersion is uniform, add sodium lignosulfonate and sodium alginate, stir and dissolve, increase the stirring speed and stir for 0.5h, then add calcium chloride solution dropwise, and keep the stirring speed No change, after 0.5h of reaction, stop stirring, filter to obtain concrete expansion agent.

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Abstract

The invention provides modified concrete which comprises a concrete base material, a concrete expansive agent, a silane coupling agent grafted modified polystyrene emulsion, an early strength agent, a water reducing agent, weakly acidic water and weakly alkaline water; the concrete base material is prepared from the following raw materials: aluminate cement, fly ash, building waste, lignin fiber and glass fiber; the concrete expansive agent is of a microcapsule type and is composed of a core material and a shell material, the core material is prepared from metal oxide, sodium lignin sulfonate and sodium tripolyphosphate, and the shell material is prepared from calcium alginate; during construction, after the concrete expansive agent is added, the weakly acidic aqueous solution is firstly added and stirred, and then the weakly alkaline aqueous solution is added and stirred. The prepared concrete not only has good anti-cracking and anti-cracking performance, but also has better strength, the compactness and binding property of the concrete are improved, meanwhile, the raw materials adopt the building waste materials, so that the concrete is more energy-saving and environment-friendly.

Description

technical field [0001] The invention relates to the technical field of concrete, in particular to a modified concrete and a preparation method thereof. Background technique [0002] Concrete is one of the most important civil engineering materials today. It is a kind of artificial stone made of cementitious materials, granular aggregates, water and admixtures and admixtures added when necessary, prepared in a certain proportion, uniformly stirred, compacted, cured and hardened. In the process of cement concrete preparation, a large amount of natural sand and gravel need to be used, but these resources are non-renewable resources. Long-term mining and use of natural sand and gravel will cause the gradual reduction of these non-renewable resources, and even It will affect the ecological environment and cause irreversible damage to the ecology. [0003] In addition, during the pouring and hardening process of concrete, due to chemical shrinkage, cold shrinkage, dry shrinkage ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/06C04B111/34
CPCC04B28/06C04B2201/50C04B2111/343C04B2111/00017C04B18/08C04B18/16C04B18/26C04B14/42C04B22/10C04B24/04C04B24/2676C04B24/20C04B22/064C04B22/066C04B22/124C04B22/16C04B24/18C04B24/38C04B24/42C04B22/14C04B22/147C04B2103/10C04B2103/302Y02W30/91
Inventor 李可
Owner 临沂兰城(枣园)建筑材料供应有限公司
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