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Concrete Blocks

The document outlines the mix design for concrete blocks, detailing types, typical proportions, and a step-by-step procedure for achieving desired strength and density. It specifies materials and their ratios for standard and high-strength blocks, along with quality control checks. The conclusion emphasizes the importance of adjusting proportions based on strength requirements and proper curing methods.

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Victor Thobias
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0% found this document useful (0 votes)
453 views6 pages

Concrete Blocks

The document outlines the mix design for concrete blocks, detailing types, typical proportions, and a step-by-step procedure for achieving desired strength and density. It specifies materials and their ratios for standard and high-strength blocks, along with quality control checks. The conclusion emphasizes the importance of adjusting proportions based on strength requirements and proper curing methods.

Uploaded by

Victor Thobias
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
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Concrete Block Mix Design

Concrete blocks (also called CMUs - Concrete Masonry Units) are used in construction for
walls, partitions, and structural applications. The mix design depends on the desired strength,
density, and application (load-bearing or non-load-bearing).

1. Types of Concrete Blocks


 Solid Blocks – High strength, used for load-bearing walls.
 Hollow Blocks – Lightweight, used for partitions and non-load-bearing walls.
 Aerated Blocks (AAC) – Very lightweight, made with aluminum powder.

2. Typical Mix Proportions (by Volume)


Standard Block High-Strength Block
Material Lightweight Block
(1:3:6) (1:2:4)

Cement 1 part 1 part 1 part

Sand 3 parts 2 parts 2-3 parts (fine)

Coarse - (or
6 parts (≤10mm) 4 parts (≤6mm)
Aggregate pumice/LWA*)

Water 0.5-0.6 (w/c ratio) 0.4-0.5 0.5-0.6

Admixtures Optional (plasticizers) Superplasticizers Foaming agents

LWA = Lightweight Aggregate (e.g., expanded clay, shale, or perlite)


3. Mix Design Procedure
Step 1: Determine Requirements

 Strength: Typically 3.5 MPa to 10 MPa (non-load-bearing) or ≥7 MPa (load-bearing).


 Density:

o Normal-weight: 1800–2200 kg/m³


o Lightweight: 500–1600 kg/m³

Step 2: Select Materials

 Cement: OPC 43 or 53 grade.


 Aggregates:

o Fine aggregate: Well-graded sand (0-5mm).


o Coarse aggregate: Crushed stone (5-10mm).
 Water: Clean, potable water (w/c ratio 0.5–0.6).
 Admixtures (optional): Plasticizers, air-entraining agents.

Step 3: Mixing & Compaction

 Mixing: Ensure uniform consistency (semi-dry mix).


 Compaction: Use a vibrating press for high-density blocks.

Step 4: Curing

 Moist curing for 7–14 days (critical for strength).


 Air drying before use (28 days for full strength).

4. Example Mix (1m³ of Concrete Block Mix)


Material Quantity (kg/m³)

Cement 250–350 kg
Material Quantity (kg/m³)

Sand 600–900 kg

Coarse Aggregate 1000–1200 kg

Water 125–175 kg

5. Quality Control Checks


✔ Compressive strength test (after 7 & 28 days)
✔ Density check (weighing sample blocks)
✔ Dimensional accuracy (length, width, height)
✔ Water absorption test (max 10–15%)

Conclusion

A typical 1:3:6 mix (cement:sand:aggregate) works for standard blocks, while 1:2:4 is used for
stronger blocks. Adjust proportions based on strength, density, and material availability.

Would you like a mix design for specific strength or lightweight blocks? Let me know! 🚧

mix design for specific strength >7mpa


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mix design concrete mansory blocks for specific strength >7mpa

Mix Design for Concrete Masonry Blocks (CMUs) with


Compressive Strength >7 MPa
To achieve >7 MPa compressive strength, the mix must have a higher
cement content, well-graded aggregates, and proper compaction.
Below is a detailed mix design for load-bearing concrete blocks.

1. Materials & Proportions (for >7 MPa Blocks)


By Volume (1:2:4 Mix Ratio)

Material Proportion Quantity (per m³) Notes

Higher cement = stronger


Cement (OPC 43/53) 1 part 300–400 kg/m³
blocks

Fine Aggregate (Sand) 2 parts 600–800 kg/m³ Well-graded, 0–5mm

Coarse Aggregate (6–


4 parts 1000–1200 kg/m³ Crushed stone or gravel
10mm)

0.5–0.55 w/c
Water 150–200 kg/m³ Adjust for workability
ratio

Plasticizers (0.2–
Admixtures (Optional) - Improves compaction
0.5%)

Alternative Mix (1:1.5:3 for >10 MPa)

 Cement: 400–450 kg/m³


 Sand: 600–700 kg/m³
 Aggregate: 900–1100 kg/m³
 Water: 180–200 kg/m³

2. Mix Design Procedure


Step 1: Target Strength

 Minimum compressive strength: >7 MPa at 28 days (test per ASTM


C140 / IS 2185).
 Density: 1800–2200 kg/m³ (normal-weight blocks).

Step 2: Material Selection

 Cement: OPC 43/53 (higher grade = better strength).


 Sand: Clean, sharp, well-graded (FM 2.0–3.0).
 Aggregate: 6–10mm crushed stone (low flakiness index).
 Water: Potable, w/c ratio 0.5–0.55 (avoid excess water).

Step 3: Mixing & Compaction

 Mixing: Use a pan mixer for uniform consistency (semi-dry mix).


 Compaction: Vibratory press (critical for high strength).

Step 4: Curing

 Initial curing: 24 hrs under wet hessian (prevents cracking).


 Moist curing: 7–14 days (essential for strength gain).
 Air drying: 28 days for full strength.

3. Expected Results
Property Value

Compressive
7–12 MPa
Strength

Density 1900–2100 kg/m³

Water Absorption <10% (if properly cured)


Property Value

Durability Good freeze-thaw resistance

4. Quality Control Checks


✔ Compression test (7 & 28 days)
✔ Dimensional check (length, width, height)
✔ Water absorption test (should be <12%)
✔ Visual inspection (no cracks, uniform texture)

Conclusion

For >7 MPa concrete blocks, use:

 Mix ratio: 1:2:4 (cement:sand:aggregate)


 Cement content: 300–400 kg/m³
 Low w/c ratio (0.5–0.55) + good compaction
 Proper curing (7–14 days moist curing)

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