A kind of 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: 2022-07-05
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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  • A kind of modified concrete and preparation method thereof
  • A kind of modified concrete and preparation method thereof
  • A kind of modified concrete and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

preparation example 1

[0043] Preparation Example 1 Preparation of Modified Polystyrene Emulsion

[0044] Prepared by:

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

[0046] S2. Radical polymerization: add 5 g of silane coupling agent KH570 to 100 g of pre-irradiated polystyrene emulsion, and under nitrogen conditions, add 0.5 g of an initiator to conduct heating polymerization to obtain silane coupling agent graft-modified polystyrene Styrene emulsion.

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

preparation example 2

[0048] Preparation Example 2 Preparation of Modified Polystyrene Emulsion

[0049] Prepared by:

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

[0051] S2. Radical polymerization: add 10g of silane coupling agent KH570 to 100g of pre-irradiated polystyrene emulsion, and under nitrogen conditions, add 0.5g of initiator to conduct heating polymerization 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] Preparation example 3 Preparation of concrete expansion 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] The preparation of concrete expansion agent includes the following steps:

[0056] S1. Grind sodium tripolyphosphate to 150 mesh, add calcium oxide and magnesium oxide, ball mill for 2h, 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, after stirring and dissolving, increase the stirring speed and stir for 0.5h, add calcium chloride solution dropwise, and keep the stirring speed No change, after 0.5h of reaction, stop stirring and filter to obtain concrete expansion agent.

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Abstract

The invention proposes a modified concrete, which includes concrete base material, concrete expansion agent, silane coupling agent graft-modified polystyrene emulsion, early strength agent, water reducing agent, weakly acidic water and weakly alkaline water; The concrete base material includes the following preparation raw materials: aluminate cement, fly ash, construction waste, lignin fiber, glass fiber; the concrete expansion agent is a microcapsule type, composed of a core material and a shell material, the core material The raw materials for the preparation of the material include metal oxides, sodium lignosulfonate and sodium tripolyphosphate, and the raw materials for the preparation of the shell material include calcium alginate; during construction, after adding the concrete expansion agent, first add a weakly acidic aqueous solution to stir, and then add The weakly alkaline aqueous solution is stirred. The concrete prepared by the invention not only has good anti-cracking and anti-cracking performance, but also has good strength, and improves the compactness and bonding of the concrete.

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 of our time. It is an artificial stone made of cementitious materials, granular aggregates, water, and admixtures and admixtures added when necessary in a certain proportion, uniformly stirred, compacted, cured and hardened. In the process of preparing cement concrete, 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 these non-renewable resources to gradually decrease, even It will affect the ecological environment and cause irreversible damage to the ecology. [0003] In addition, in the process of pouring and hardening of concrete, due to chemical shrinkage, cold shrinkage, dry shrinkage and other reasons, v...

Claims

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Application Information

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Patent Type & Authority Patents(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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