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A kind of concrete admixture and preparation method thereof

A concrete admixture and initiator technology, applied in the field of tubular pile concrete, can solve problems such as fracture of pile body, damage of pile top or pile tip, poor mechanical properties such as flexural strength and compressive strength, and improve fluidity , Improve the effect of flexural strength

Active Publication Date: 2022-01-04
TIANJIN JIANCHENGJIYE GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the current prestressed pipe piles have some common quality defects in the construction process, such as pile body fracture, pile top or pile tip damage, etc.
A large part of the reason for this common problem is that the concrete used to make prestressed pipe piles has poor mechanical properties such as flexural strength and compressive strength.

Method used

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  • A kind of concrete admixture and preparation method thereof
  • A kind of concrete admixture and preparation method thereof
  • A kind of concrete admixture and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0040] a concrete admixture,

[0041] In parts by weight, the raw materials used include:

[0042] Bottom liquid: 100 parts of methallyl polyoxyethylene ether, 5.5 parts of modified composite powder, 3.8 parts of chain transfer agent sodium methacrylate sulfonate, 3 parts of potassium persulfate as an oxidizing agent in redox initiator, deionized 100 parts of water;

[0043] Solution A: 18 parts of acrylic acid, 40 parts of deionized water;

[0044] Solution B: 0.8 parts of reducing agent sodium bisulfite in redox initiator, 50 parts of deionized water,

[0045] Wherein, the preparation method of modified composite powder comprises the following steps:

[0046] a. Calcining the composite powder at 360°C for 2 hours, the composite powder includes diatomaceous earth and zeolite powder with a weight ratio of 1:0.1;

[0047]b, prepare 500 parts of a mixed solution of absolute ethanol and water with a volume ratio of 1:1; prepare 90 parts of an aqueous solution b of a silane co...

Embodiment 2

[0051] a concrete admixture,

[0052] In parts by weight, the raw materials used include:

[0053] Bottom liquid: 100 parts of methallyl polyoxyethylene ether, 10 parts of modified composite powder, 3.6 parts of chain transfer agent sodium methacrylate sulfonate, 2.7 parts of potassium persulfate as an oxidizing agent in redox initiator, deionized 100 parts of water;

[0054] Solution A: 22 parts of acrylic acid, 40 parts of deionized water;

[0055] Solution B: 0.6 parts of reducing agent sodium bisulfite in the redox initiator, 50 parts of deionized water,

[0056] Wherein, the preparation method of modified composite powder comprises the following steps:

[0057] a. Calcining the composite powder at 378°C for 2.5 hours, the composite powder includes diatomite and zeolite powder with a weight ratio of 1:0.35;

[0058] b, prepare 500 parts of a mixed solution of absolute ethanol and water with a volume ratio of 1:1; prepare 100 parts of an aqueous solution b of a silane c...

Embodiment 3

[0063] a concrete admixture,

[0064] In parts by weight, the raw materials used include:

[0065] Bottom liquid: 100 parts of methallyl polyoxyethylene ether, 18.5 parts of modified composite powder, 3.5 parts of chain transfer agent sodium methacrylate sulfonate, 2.5 parts of potassium persulfate as an oxidizing agent in redox initiator, deionized 100 parts of water;

[0066] Solution A: 25 parts of acrylic acid, 40 parts of deionized water;

[0067] Solution B: 0.4 parts of reducing agent sodium bisulfite in the redox initiator, 50 parts of deionized water,

[0068] Wherein, the preparation method of modified composite powder comprises the following steps:

[0069] a. Calcining the composite powder at 400°C for 3 hours, the composite powder includes diatomaceous earth and zeolite powder with a weight ratio of 1:0.5;

[0070] b, prepare 500 parts of a mixed solution of absolute ethanol and water with a volume ratio of 1:1; prepare 110 parts of an aqueous solution b of a ...

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Abstract

The invention discloses a concrete admixture and a preparation method thereof, belonging to the technical field of pipe pile concrete. 2.5-3 parts of the oxidizing agent in the redox initiator, 0.4-0.8 parts of the reducing agent in the redox initiator, and 3.5-3.8 parts of the chain transfer agent are obtained through polymerization reaction. Preparation of modified composite powder: a, roast the composite powder at 430-450°C, the composite powder includes diatomite and zeolite powder with a weight ratio of 1:0.1-0.5; b, roast the composite powder Add the body into the ethanol solution, adjust the pH to 4.5-4.6, stir at 65-70°C, add dropwise an aqueous solution of a silane coupling agent with a mass concentration of 4-6%, stir for 2.5-3.5h, and filter under reduced pressure to remove the solvent. Vacuum drying can be obtained. The prepared concrete admixture can improve mechanical properties such as flexural strength and compressive strength of the pipe pile concrete, and improve common quality problems such as pile body fracture, pile top or pile tip damage and the like during the construction of the prestressed pipe pile.

Description

technical field [0001] The invention relates to the technical field of pipe pile concrete, in particular to a concrete admixture and a preparation method thereof. Background technique [0002] Prestressed pipe pile is a hollow cylindrical slender concrete prefabricated component, which is often used as the foundation of industrial and civil buildings, highways, bridges and other buildings. It has the advantages of simple construction technology, reliable quality, relatively cheap cost, and convenient inspection. [0003] During the construction of prestressed pipe piles, the prestressed pipe piles are sunk into the ground by hammering or static pressure. However, there are some common quality defects in the construction process of the current prestressed pipe piles, such as fracture of the pile body, damage of the pile top or pile tip, etc. A large part of the reason for this common problem is that the mechanical properties such as the flexural strength and compressive stre...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B24/42C08F283/06C08F220/06
CPCC04B40/0039C08F283/065C08F220/06C04B24/32C04B24/04C04B22/06C04B22/08C04B24/42
Inventor 李刚刘洁陆鸿宇刘永超季振华王照安
Owner TIANJIN JIANCHENGJIYE GRP