Intergrinding Natural Pozzolans with Clinker

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Solution Overview

Problem

Natural pozzolans are difficult to activate effectively due to their hardness and moisture content, leading to low reactivity and inefficiency in concrete production, especially when ground in modern milling apparatus like vertical roller mills.

Innovation Solution

Intergrinding natural pozzolans with granular mineral materials like limestone or metallurgical slags to reduce moisture and increase surface area, forming activated pozzolan blends that can be used as supplementary cementitious materials in concrete.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Manufacturing precision

If natural pozzolans are ground in vertical roller mills or horizontal roll presses, then particle size is reduced, but the difficulty of maintaining a stable bed of materials prevents effective grinding due to the hardness of volcanic glasses

Engineering Contradiction:
Improveparticle size reductionVSAvoidgrinding stability
Core Design Contradiction:
Manufacturing precisionVSEase of manufacture

Solution Approach 1:

The patent introduces Portland cement clinker as an intermediary material to be interground with natural pozzolans. The clinker acts as a mediator that facilitates the grinding process by providing a stable bed material that works synergistically with the pozzolan particles, enabling effective size reduction despite the hardness of volcanic glasses

Inventive Principle:
Principle #24Intermediary (Mediator)

Solution Approach 2:

The patent combines natural pozzolans with Portland cement clinker in a single intergrinding process. This merging of materials allows the benefits of both materials to be realized simultaneously - the pozzolan provides pozzolanic reactivity while the clinker provides cementitious properties and grinding stability

Inventive Principle:
Principle #5Merging (Combining)

2Reliability

If natural pozzolans are calcined to remove moisture and organic matter, then reactivity is improved, but energy consumption increases significantly

Engineering Contradiction:
Improvepozzolanic reactivityVSAvoidcalcining energy
Core Design Contradiction:
ReliabilityVSUse of energy by moving object

Solution Approach 1:

The patent changes the processing parameters from high-temperature calcining to lower-temperature intergrinding with cement clinker. This parameter change achieves activation of natural pozzolans through mechanical intergrinding and chemical interaction with clinker minerals, avoiding the high energy costs of traditional calcining while still improving reactivity

Inventive Principle:
Principle #35Parameter changes

3Reliability

If natural pozzolans are ground to higher fineness to offset low reactivity, then reactivity is improved, but energy consumption and manufacturing costs increase

Engineering Contradiction:
ImprovereactivityVSAvoidgrinding energy
Core Design Contradiction:
ReliabilityVSUse of energy by moving object

Solution Approach 1:

The patent creates a composite material system by intergrinding natural pozzolans with Portland cement clinker. This composite approach allows the pozzolan to achieve adequate reactivity at lower fineness levels because the clinker provides complementary cementitious properties, reducing the total energy required compared to grinding pure pozzolan to very high fineness

Inventive Principle:
Principle #40Composite materials

4Ease of manufacture

If interground blended cements are made with natural pozzolans and Portland cement clinker, then production cost is reduced, but reactivity is low requiring higher fineness grinding

Engineering Contradiction:
Improveproduction costVSAvoidreactivity
Core Design Contradiction:
Ease of manufactureVSReliability

Solution Approach 1:

The patent applies preliminary action by intergrinding the natural pozzolans with Portland cement clinker before final cement production. This pre-combination activates the pozzolan and creates a more reactive blend that maintains good reactivity at lower fineness levels, avoiding the need for excessive grinding that would increase energy costs

Inventive Principle:
Principle #10Preliminary action

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The process enhances the reactivity and efficiency of natural pozzolans, improving concrete properties such as strength and durability, while reducing energy consumption and costs associated with activation.

Implementation Method 1

Milling apparatus such as vertical roller mills and horizontal roll presses

Methodology Applied
Scientific EffectAbrasion: Abrasion

Implementation Method 2

Milling apparatus such as vertical roller mills and horizontal roll presses may be incapable of grinding natural pozzolans

Methodology Applied
Scientific EffectImpact force: Impact Force

Implementation Method 3

interground with at least one granular material to form an activated pozzolan or SCM blend having reduced moisture content

Methodology Applied
Scientific EffectFriction heating: Viscous Heating

Data Source

PatentUS11655186B2Activitation of natural pozzolans
Publication Date: 2023.05.23 ROMAN CEMENT LLC
  • US11655186B2 patent drawing
  • US11655186B2 patent drawing
  • US11655186B2 patent drawing

AI summary

An activated pozzolan composition includes a fine interground particulate blend of an initially unactivated natural pozzolan and a supplementary cementitious material (SCM) different than the initially unactivated natural pozzolan. The initially unactivated natural pozzolan may include volcanic ash or other natural pozzolanic deposit having a moisture content of at least 3%, and the activated pozzolan composition can have a moisture content less than 0.5% The initially unactivated natural pozzolan may have a particle size less than 1 mm before intergrinding with the SCM. The SCM used to activate the initially unactivated natural pozzolan can be initially coarse or granular with a size greater than 1-3 μm and may include granulated blast furnace slag, steel slag, other metallurgical slag, pumice, limestone, fine aggregate, shale, tuff, trass, geologic material, waste glass, glass shards, basalt, sinters, ceramics, recycled bricks, recycled concrete, refractory materials, other waste industrial products, sand, or natural mineral.