Cement Composition Fluidity and Strength via Particle Size Control

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Solution Overview

Problem

Existing cement compositions struggle to achieve high fluidity before curing while maintaining high compressive strength after curing, as described in Patent Literature 1, where the fluidity and strength values are limited to specific ranges.

Innovation Solution

A cement composition comprising cement, silica fume with a BET specific surface area of 10-25 m2/g, an inorganic powder with a 50% cumulative particle size of 0.8-5 μm, a fine aggregate with a maximum particle size of 1.2 mm or less, a water reducing agent, an antifoaming agent, and water, with specific volume ratios, and optionally including fibers, polished Portland cement, and a manufacturing method involving room temperature curing, heat curing, and high-temperature heating.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If conventional cement compositions are used, then satisfactory fluidity before curing can be achieved, but compressive strength after curing is limited to specific ranges (200-250 N/mm2)

Engineering Contradiction:
Improvecompressive strengthVSAvoidfluidity range
Core Design Contradiction:
StrengthVSAdaptability or versatility

Solution Approach 1:

The patent changes the particle size parameters of the aggregate components, specifically using fine aggregate with maximum particle size of 2.0 mm or less and controlled particle size distribution, to achieve both high fluidity (0-drop flow value of 200 mm or more) and high compressive strength (320 N/mm2 or more) simultaneously

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent creates a composite cement composition combining cement, silica fume with specific BET specific surface area (10-25 m2/g), inorganic powder with controlled particle size, and fine aggregate with maximum particle size of 2.0 mm or less, where the synergistic effect of these components achieves both high fluidity and high compressive strength beyond conventional limitations

Inventive Principle:
Principle #40Composite materials

2Strength

If burnt product is used under absolute dry condition, then high compressive strength (>250 N/mm2) is achieved, but fluidity is limited

Engineering Contradiction:
Improvecompressive strengthVSAvoidfluidity
Core Design Contradiction:
StrengthVSEase of operation

Solution Approach 1:

The patent changes the moisture condition parameter of the burnt product from absolute dry to surface dry state, and combines this with fine aggregate having maximum particle size of 2.0 mm or less, to achieve both satisfactory fluidity before curing and high compressive strength (200 N/mm2 or more) after curing

Inventive Principle:
Principle #35Parameter changes

Data Source

PatentUS10577282B2Cement composition and manufacturing method for cement cured body using same
Publication Date: 2020.03.03 TAIHEIYO CEMENT CORP
  • US10577282B2 patent drawing

AI summary

Provided is a cement composition that has high fluidity (for example, a 0-drop flow value of 200 mm or more) before curing and exhibits high compressive strength (for example, 320 N/mm2 or more) after curing. The cement composition includes a cement, a silica fume having a BET specific surface area of from 10 m2/g to 25 m2/g, an inorganic powder having a 50% cumulative particle size of from 0.8 μm to 5 μm, a fine aggregate having a maximum particle size of 1.2 mm or less, a water reducing agent, an antifoaming agent, and water. The ratio of the cement is from 55 vol % to 65 vol %, the ratio of the silica fume is from 5 vol % to 25 vol %, and the ratio of the inorganic powder is from 15 vol % to 35 vol % in the total amount of 100 vol % of the cement, the silica fume, and the inorganic powder.