IS 26861977AI Search Enabled✦ AI Generated

Cinder as Fine Aggregates for use in Lime Concrete

IS 2686:1977 specifies the requirements and testing methods for cinder used as fine aggregates in lime concrete. It defines grading, classification, and limits on chemical properties such as sulphate content to ensure suitability for construction applications. This standard is essential for engineers and builders involved in lime concrete production who seek reliable aggregate materials that meet quality and durability criteria.

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117Clauses Indexed
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1977Edition
Building Limes and Gypsum ProductsCategory
Alternative search terms: IS 2686 PDF, IS 2686 pdf free download, IS 2686 free download pdf, IS2686 PDF, IS-2686 PDF, IS 2686 1977 PDF, IS 2686:1977 PDF, IS 2686-1977 PDF, IS 2686 (1977) PDF, IS 2686 1977 edition PDF, IS 2686 edition 1977 PDF

What This Standard Covers

IS 2686:1977 specifies the requirements and testing methods for cinder used as fine aggregates in lime concrete. It defines grading, classification, and limits on chemical properties such as sulphate content to ensure suitability for construction applications. This standard is essential for engineers and builders involved in lime concrete production who seek reliable aggregate materials that meet quality and durability criteria.

Who Uses This Standard

  • Civil Engineers
  • Structural Engineers
  • Construction Material Suppliers
  • Quality Control Inspectors
  • Concrete Technologists
  • Building Contractors
  • Laboratory Technicians

Key Topics Covered

Definition and scope of cinder aggregates
Classification of cinder aggregates into classes A, B, and C
Sampling procedures for cinder aggregates
Grading requirements and particle size distribution
Chemical properties including sulphate content limits
Testing methods for sulphate content and loss on ignition
Guidelines for handling and preparation of samples
Application of cinder in lime concrete
Quality control and compliance criteria
Recommendations for crushing and grading adjustments
Exclusion of soundness test requirements
Rounding off rules for test results

Table of Contents

1Scope

IS 2686: Scope - Key Points & Specifications

Scope (Clause 2.0):
Defines the applicability of the standard for testing and specifying the properties of certain materials (e.g., aggregates for concrete).


Sampling (Clause 2.4 & 7.1)

  • Sample Preparation:

    • Final sample must pass through a 150-micron IS sieve after grinding.
    • Drying over a steam bath if necessary.
    • Machine grinding should avoid excessive fineness to prevent altering test results.
  • Sampling Details:

    • Refer to Appendix C for detailed sampling procedures.

Sulphate Content Determination (Appendix A, Clause 6.1)

  • Sample preparation and testing methods for sulphate content are specified to ensure durability and chemical resistance.

Summary Table: Sampling Procedure

StepDescription
SamplingAs per Appendix C
GrindingPass through 150-micron IS sieve
DryingSteam bath drying if required
Grinding CautionAvoid excessive fineness during machine grinding

For detailed test methods and formulas, refer to Appendix A (sulphate content) and Appendix C (sampling).


flowchart TD
    A[Sample Collection] --> B[Grinding to pass 150-micron sieve]
    B --> C{Is drying needed?}
    C -- Yes --> D[Dry over steam bath]
    C -- No --> E[Proceed to testing]
    D --> E

Note: IS 2686 focuses on material sampling and testing to ensure quality compliance in construction materials.

2Definitions

IS 2686 - Definitions & Sampling Key Points

  • Clause 2.0: Defines terms used in the standard for clarity and uniformity.

  • Clause 2.4 (Sampling):

    • Final sample must pass a 150-micron IS sieve completely.
    • Drying (if needed) done over a steam bath to avoid altering sample properties.
    • Machine grinding allowed but must not excessively reduce particle size beyond 150 microns.
    • The prepared sample is then used for testing.

Important Specifications for Sampling

StepSpecification
Sieve size150 microns (IS Sieve)
Drying methodSteam bath
GrindingMechanical grinding allowed with care to avoid over-fineness
PurposeObtain uniform sample for testing

Summary Diagram: Sampling Process

flowchart TD
    A[Collected Sample] --> B[Dry if needed over Steam Bath]
    B --> C[Grind sample carefully]
    C --> D[Pass through 150-micron IS Sieve]
    D --> E[Final Sample for Testing]

This ensures representative and consistent test results as per IS 2686.

3Classification of Cinder Aggregates

Classification of Cinder Aggregates (IS 2686: 1977)

1. Classes of Cinder Aggregate (Clause 4.1)

  • Class A: For general purposes.
  • Class B: For interior work not exposed to damp conditions.
  • Class C: For precast blocks.

2. Grading Requirements (Clause 5.1)

IS Sieve DesignationPercentage Passing (%)
10 mm100
4.75 mm80
2.36 mm60
1.18 mm40
600 micron30
300 micron25
150 micron16
  • These are average grading values; further crushing may be done to suit specific needs.

3. Notes

  • Soundness test is not required as per the revised standard.
  • Rounding off test results should follow IS 2-1960 rules.

This classification ensures suitability of cinder aggregates for various construction uses based on exposure and structural requirements.

4Sampling

IS 2686 Sampling Key Points & Specifications

Sampling Procedure (Clause 7.1 & Appendix C)

  • Objective: Obtain a sample representing the coarse and fine proportions accurately (C-1.1).
  • Initial Sample Size (C-1.3):
    • 5–10 tonnes consignment: 15–20 kg
    • 50+ tonnes consignment: 45–90 kg
    • Intermediate: Proportionate size.

Sample Preparation (Table C-2.4)

  • Final sample ground to pass 150-micron IS sieve completely.
  • Dry sample over a steam bath if needed.
  • Machine grinding allowed but avoid excessive fineness.
  • The prepared sample is then used for testing.

Summary Table: Sample Size vs Consignment

Consignment WeightInitial Sample Size
5 to 10 tonnes15 to 20 kg
50 tonnes or more45 to 90 kg
IntermediateProportionate size

flowchart TD
    A[Consignment] --> B[Initial Sample]
    B --> C[Grinding to pass 150-micron sieve]
    C --> D[Drying (steam bath if needed)]
    D --> E[Final Sample for Testing]

Note: Sampling must ensure representative material to detect deleterious constituents mainly found in fines.

5Grading

IS 2686 - Grading of Cinder Aggregate (Clause 5.1)

The average grading for cinder aggregate is specified as:

IS Sieve DesignationPercentage Passing (%)
10 mm100
4.75 mm80
2.36 mm60
1.18 mm40
600 micron30
300 micron25
150 micron16

Key Points:

  • Grading controls particle size distribution to ensure proper workability and strength.
  • Users may further crush aggregates to suit specific requirements.
  • The standard provides average grading; actual grading may vary.
  • Final test values should be rounded as per IS 2-1960.

Classes of Cinder Aggregate (Clause 4.1):

  • Class A: General purposes
  • Class B: Interior work, not exposed to dampness
  • Class C: Precast blocks

Summary Diagram of Grading Curve:

graph LR
    A[10 mm] -->|100% passing| B[4.75 mm]
    B -->|80% passing| C[2.36 mm]
    C -->|60% passing| D[1.18 mm]
    D -->|40% passing| E[600 micron]
    E -->|30% passing| F[300 micron]
    F -->|25% passing| G[150 micron]
    G -->|16% passing| H[Fine particles]

This grading ensures a well-graded aggregate suitable for structural concrete with cinder as aggregate.

6Characteristics

IS 2686: Characteristics of Cinder Aggregate

1. Grading (Clause 5.1, Table 5)

IS Sieve DesignationPercentage Passing (%)
10 mm100
4.75 mm80
2.36 mm60
1.18 mm40
600 micron30
300 micron25
150 micron16

2. Sampling & Preparation (Clause 2.4)

  • Final sample ground until fully passes 150-micron sieve.
  • Dry using steam bath if necessary.
  • Avoid excessive fineness during machine grinding.
  • The prepared sample is used for testing.

3. Key Specifications

  • Aggregate must conform to above grading for suitability in concrete.
  • Proper sampling and preparation ensure test accuracy.

This ensures uniformity and quality control for cinder aggregate in construction per IS 2686.

7Testing Methods

IS 2686 — Testing Methods: Key Points

Sample Preparation (Clause 2.4)

  • Final sample ground to pass 150-micron IS sieve.
  • Drying over steam-bath if needed.
  • Machine grinding should avoid excessive fineness.
  • Sample subjected to tests after preparation.

Sulphate Content Determination (Appendix A, Clause 6.1)

  • Wash sample with distilled water until chloride-free.
  • Filter and fold wet filter paper into ignited silica capsule.
  • Ignite at 800°C for 15 minutes on silica plate.
  • Cool in desiccator and weigh.
  • Dry precipitate at 105 ± 5°C to constant mass after filtration.

Criteria for Conformity (Clause 7.2)

  • If initial test fails, repeat on two more portions.
  • If both pass, consignment accepted.
  • If either fails, consignment rejected.

Summary Table: Sample Preparation & Testing

StepCondition/ParameterNotes
GrindingPass 150-micron sieveAvoid excessive fineness
DryingSteam bathIf required
Ignition for sulphate800°C for 15 minUse silica capsule & plate
Drying precipitate105 ± 5°C till constant massAfter filtration
Conformity testingRepeat if fail2 more samples tested
flowchart TD
    A[Sample Collection] --> B[Grinding (150-micron sieve)]
    B --> C[Drying (Steam bath if needed)]
    C --> D[Testing]
    D --> E{Pass?}
    E -- Yes --> F[Consignment Accepted]
    E -- No --> G[Repeat Test on 2 Samples]
    G --> H{Both Pass?}
    H -- Yes --> F
    H -- No --> I[Consignment Rejected]

This ensures reliable testing per IS 2686 for material conformity.

8Quality Control

IS 2686: Quality Control - Key Points

Sampling (Clause 7.1 & Appendix C)

  • Final sample ground to pass 150-micron IS sieve.
  • Drying over steam-bath if necessary.
  • Avoid excessive fineness during machine grinding.
  • Sample tested as per specified tests.

Criteria for Conformity (Clause 7.2)

  • Perform tests from Clauses 6.1 & 6.2.
  • If failure occurs, repeat test on two more portions.
  • If both pass, consignment accepted; if any fail, consignment rejected.

Sample Preparation (Clause 2.4)

  • Wash sample with distilled water until chloride-free.
  • Filter and ignite filter paper + content in silica capsule at 800°C for 15 min.
  • Cool in desiccator, weigh for accurate mass.
  • Use silica plate to prevent loss by shock heating.

Summary Table: Sampling & Testing Flow

StepDescription
Sample GrindingPass 150-micron sieve, no over-grinding
DryingSteam bath drying if needed
Chloride RemovalWash with distilled water
Filtration & IgnitionIgnite at 800°C for 15 min in silica capsule
TestingConduct tests (6.1 & 6.2), repeat if fail
Conformity DecisionPass if 2/3 samples pass, else reject
flowchart TD
    A[Collect Sample] --> B[Grind to pass 150-micron sieve]
    B --> C{Dry if needed?}
    C -->|Yes| D[Steam Bath Drying]
    C -->|No| E[Wash with Distilled Water]
    D --> E
    E --> F[Filter Sample]
    F --> G[Ignite at 800°C for 15 min]
    G --> H[Cool & Weigh]
    H --> I[Test as per 6.1 & 6.2]
    I --> J{Pass?}
    J -->|No| K[Repeat test on 2 more portions]
    K --> L{Both pass?}
    L -->|Yes| M[Accept Consignment]
    L -->|No| N[Reject Consignment]
    J -->|Yes| M
Appendix AMethod for Determination of Sulphate Content

IS 2686: Method for Determination of Sulphate Content (Appendix A, Clause 6.1)

Key Specifications:

  • Maximum Sulphate Content: 1% (expressed as SO₃)
  • Sample Preparation: Wash with distilled water until chloride-free.
  • Filtration Methods: (a), (b), or (c) as per the code.

Procedure Summary:

  1. Filtration: Filter the sample by one of the prescribed methods.
  2. Ignition:
    • Fold wet filter paper and residue into a pre-weighed, ignited silica capsule.
    • Place capsule on silica plate inside a muffle furnace.
    • Heat at 800°C for 15 minutes.
    • Cool in a desiccator and weigh.
  3. Drying (if method c used): Dry at 105 ± 5°C to constant mass.
  4. Note: Ignition with wet paper yields more accurate results; silica plate prevents loss by shock heating.

Calculation:

[ \text{Sulphate content} (%) = \frac{\text{Mass of residue (SO}_3\text{)}}{\text{Mass of sample}} \times 100 ]


Summary Table:

StepConditionPurpose
WashingDistilled waterRemove chlorides
FiltrationMethods (a), (b), or (c)Separate residue
Ignition800°C for 15 minConvert sulphates to SO₃
Drying (method c)105 ± 5°C to constant massRemove moisture
WeighingAfter cooling in desiccatorDetermine residue mass
flowchart TD
    A[Sample Preparation] --> B[Wash with distilled water]
    B --> C[Filtration (a/b/c)]
    C --> D{Method used?}
    D -->|a or b| E[Fold wet filter paper + residue into silica capsule]
    D -->|c| F[Dry crucible + precipitate at 105 ±5°C]
    E --> G[Ignite at 800°C for 15 min on silica plate]
    F --> G
    G --> H[
Appendix BMethod of Determination of Loss on Ignition

IS 2686 - Loss on Ignition (LOI) Determination

Key Formula (Clause 2.1, Appendix B)

[ \text{Loss on Ignition (%)} = \frac{\text{Loss in Mass}}{\text{Mass of Dry Sample}} \times 100 ]

Procedure Summary (Appendix B, Clause 6.2)

  • Weigh ~1 g of dry sample in a pre-weighed silica dish.
  • Ignite in a muffle furnace at 775 ± 25°C for 2 hours.
  • Cover with a lid for the first 10 minutes.
  • Cool in a desiccator and reweigh.
  • Calculate % LOI using the formula above.

Acceptance Criteria (Clause 6.2, Appendix C)

ClassMaximum Loss on Ignition (%)
A10
B20
C25

Notes:

  • LOI indicates organic content or moisture loss.
  • Crucial for quality control of refractory materials.
flowchart TD
    A[Weigh ~1g Sample] --> B[Place in Silica Dish]
    B --> C[Ignite at 775 ± 25°C for 2 hrs]
    C --> D[Cover with lid for 10 mins]
    D --> E[Cool in Desiccator]
    E --> F[Reweigh Sample]
    F --> G[Calculate % LOI]
Appendix CSampling Details

IS 2686 Sampling Details Summary

Sampling Procedure (Clause 7.1 & Appendix C)

  • Sample must represent the proportions of coarse and fine material in the consignment.
  • Initial sample size depends on consignment weight:
Consignment WeightInitial Sample Size
5 to 10 tonnes15 to 20 kg
50 tonnes or more45 to 90 kg
IntermediateProportionate size
  • Final sample is ground to pass 150-micron IS Sieve.
  • Drying (if needed) done over a steam bath.
  • Machine grinding should avoid excessive fineness.

Key Points

  • Grinding ensures uniformity for testing.
  • Representative sampling is critical to detect deleterious materials mostly in fines.
  • Follow detailed procedure in Appendix C for sampling.

Sample Preparation Flow (Mermaid Diagram)

flowchart TD
    A[Consignment] --> B[Initial Sample (15-90 kg)]
    B --> C[Divide & Mix to represent coarse/fine proportions]
    C --> D[Final Sample]
    D --> E[Dry if needed over steam bath]
    E --> F[Grind to pass 150-micron IS Sieve]
    F --> G[Testing]

For complete procedure, refer to Appendix C of IS 2686.

Popular Questions About IS 2686

?What are the grading requirements for cinder aggregates under IS 2686?

Grading Requirements for Cinder Aggregates as per IS 2686 (Clause 5.1):

IS Sieve DesignationPercentage Passing (%)
10 mm100
4.75 mm80
2.36 mm60
1.18 mm40
600 micron30
300 micron25
150 micron16

Key Points:

  • This grading represents average values; actual grading may vary depending on production.
  • Users may further crush aggregates to meet specific project requirements.
  • Cinder aggregates are classified into Class A (general), Class B (interior, dry), and Class C (precast blocks).
  • The soundness test is not required as per the latest revision.

This grading ensures the aggregate is suitable as fine aggregate in lime concrete, maintaining workability and strength.

?How is sulphate content in cinder aggregates tested and what is the permissible limit?

Sulphate Content Testing and Limit in Cinder Aggregates (IS 2686:1977)

  • Test Method: Sulphate content is determined as per the procedure in Appendix A of IS 2686. This typically involves chemical analysis where sulphates are extracted and quantified, often using gravimetric or titrimetric methods to find the equivalent sulphur trioxide (SO₃) content.

  • Permissible Limit: The sulphate content shall not exceed 1% by weight, expressed as SO₃.

Summary

ParameterLimitReference Clause
Sulphate Content (as SO₃)≤ 1% (by weight)Clause 6.1

Key Points:

  • Sulphate content affects durability; excessive sulphates can cause expansion and deterioration.
  • Testing ensures cinder aggregates are safe for lime concrete use.
  • Follow IS 2686 Appendix A strictly for test accuracy.
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This ensures durability and compliance with IS 2686 standards.

?What are the different classes of cinder aggregates specified in this standard?

According to IS 2686, cinder aggregates are classified into three classes based on their intended use:

  • Class A: For general purposes (suitable for most lime concrete applications).
  • Class B: For interior work not exposed to damp conditions (used where moisture exposure is minimal).
  • Class C: For precast blocks (specialized use in block manufacturing).

Key Notes:

  • The standard focuses on cinder aggregates for lime concrete.
  • Grading requirements are given as average values; users may crush aggregates further to meet specific needs.
  • Soundness tests are not required as per the latest revision.

Typical Grading (Clause 5.1):

IS Sieve Size% Passing
10 mm100
4.75 mm80
2.36 mm60
1.18 mm40
600 micron30
300 micron25
150 micron16

This grading ensures proper particle size distribution for workability and strength.

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?What sampling procedures should be followed to obtain representative cinder samples?

Sampling Procedure for Representative Cinder Samples (IS 2686):

  1. Initial Sampling (Clause 2.2):

    • Take samples with large scoop-like shovels starting from the bottom of the heap at 60 cm intervals up to the top.
    • Perform this on three different sides of the heap.
    • Combine these to form the initial sample.
  2. Handling Large Lumps (Clause 2.3):

    • Break very large lumps if present.
    • Mix thoroughly and spread into a flat heap.
    • Mark the heap into four equal parts.
    • Take alternate quarters and repeat quartering until a 10 to 15 kg sample is obtained.
  3. Crushing and Reduction:

    • Crush the sample to pass through a 6.3 mm IS Sieve.
    • Mix and quarter again until about 2 kg sample remains.
    • Grind this 2 kg sample to pass through an 850-micron IS Sieve.
    • Mix and quarter to get a final sample of 25 to 45 g for testing.

Summary Table:

StepActionSample SizeSieve Size
Initial samplingScoop at 60 cm intervalsCombined initial heap-
QuarteringAlternate quarters10–15 kg-
Crushing & quarteringPass through sieve~2 kg6.3 mm IS Sieve
Grinding & quarteringPass through sieve25–45 g (final)850 micron IS Sieve

This ensures a representative, homogenous sample for reliable testing of cinder aggregates.

?Are soundness tests required for cinder aggregates according to IS 2686?

According to IS 2686 (First Revision, 1977), soundness tests are not required for cinder aggregates.

Key points from the standard:

  • The soundness test requirement has been deleted in the revision, as it was deemed unnecessary.
  • The focus is on grading requirements, though these are flexible due to the variable nature of cinder aggregates.
  • Users may crush the aggregates further to meet their specific grading needs.

Summary:

TestRequirement in IS 2686 (1977)
Soundness TestNot required
Grading RequirementsProvided as average guidelines

This aligns with the practical variability in cinder aggregate production and usage in lime concrete.

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