IS 2185 PART 21983AI Search Enabled✦ AI Generated

concrete masonry units, Part 2: Hollow and solid lightweight concrete blocks
1983 Edition

IS 2185 Part 2 (1983) delineates the specifications for hollow and solid lightweight concrete masonry units applicable in both load-bearing and non-load-bearing walls. It encompasses detailed guidelines on materials, dimensions, physical characteristics, testing protocols, and quality assurance for blocks made with lightweight aggregates. This code is vital for manufacturers, engineers, and construction experts working with lightweight concrete blocks in building projects.

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What This Standard Covers

IS 2185 Part 2 (1983) delineates the specifications for hollow and solid lightweight concrete masonry units applicable in both load-bearing and non-load-bearing walls. It encompasses detailed guidelines on materials, dimensions, physical characteristics, testing protocols, and quality assurance for blocks made with lightweight aggregates. This code is vital for manufacturers, engineers, and construction experts working with lightweight concrete blocks in building projects.

Who Uses This Standard

  • Structural Design Engineers
  • Civil Engineering Professionals
  • Construction Site Managers
  • Producers of Concrete Blocks
  • Quality Assurance Inspectors
  • Suppliers of Building Materials
  • Architectural Designers

Key Topics Covered

Varieties of lightweight concrete blocks: hollow and solid types
Specifications of materials including cement and lightweight aggregates
Dimensional standards and acceptable tolerances for block shapes
Physical property criteria such as density, compressive strength, and water absorption
Procedures for sampling and testing to ensure quality control
Guidelines for mixing, placing, and compacting the concrete mix
Requirements for marking and certification of products
Limits on moisture migration and drying shrinkage
Standards for compliance and independent verification testing
Best practices for handling and storing masonry units
Specifications for surface finish and visual appearance
Methods for calculating and documenting test outcomes

Table of Contents

1Scope and Dimensional Measurements

This section defines the scope related to lightweight concrete masonry units, clarifying terminology and the types of precast blocks covered. It details measurement methods for overall block dimensions using steel scales and caliper rules, specifying graduations and allowable tolerances to ensure uniformity in manufacturing.

2Terminology and Fundamental Specifications

Defines essential terms related to concrete masonry units including load-bearing and non-load-bearing classifications, hollow and solid types. It also outlines the minimum physical requirements such as compressive strength and water absorption limits, and prescribes dimensional tolerances for blocks.

3Concrete Block Shapes and Standard Sizes

Covers the various shapes of concrete masonry units including stretcher, corner, jamb, header, bull nose, and partition blocks. Lists nominal dimensions for length, height, and width, along with provisions for customized sizes by mutual agreement.

4Material Specifications for Lightweight Blocks

Specifies the physical and chemical requirements for materials used in lightweight concrete masonry units. Includes minimum compressive strength, maximum water absorption, testing methods, and limits on sulphur content for proprietary mixes.

5Mixing Procedures and Manufacturing Processes

Describes recommended practices for mixing concrete, emphasizing mechanical mixing for consistency. Details mixing durations, methods for hand mixing if allowed, and the typical sequence of dry mixing, water addition, and final blending to achieve uniformity.

6Placing and Compaction Techniques

Outlines procedures for placing concrete in layers and compacting each layer thoroughly to ensure dense, uniform blocks. Provides guidance on layer thickness, tamping methods, finishing, curing, and testing for compressive strength.

7Surface Appearance and Finishing Requirements

Focuses on dimensional accuracy and surface quality of blocks, specifying measurement methods for dimensions and thicknesses. Sets tolerances for size and requires surfaces to be free from defects such as cracks or honeycombing.

8Physical Properties and Requirements

Summarizes critical physical criteria including water absorption limits, minimum compressive strengths for different block types and grades, and dimensional tolerances to ensure durability and structural performance.

9Testing Protocols and Methodologies

Details the procedures for testing compressive strength and drying shrinkage, including specimen numbers, loading rates, and measurement intervals. Emphasizes standardized practices for reliable assessment of block properties.

10Sampling Procedures for Quality Assurance

Describes methods for selecting representative samples from batches or stacks, including random selection during block movement and from different stack locations. Specifies minimum sample sizes and distribution for various tests.

11Compliance and Conformity Criteria

Defines criteria for acceptance of block lots based on dimensional accuracy, compressive strength results, and other tests. Explains the decision process for lot acceptance or rejection according to specified standards.

12Manufacturer's Certification Requirements

Specifies obligations of manufacturers to certify that concrete blocks meet IS 2185 Part 2 standards. Details the parameters that must be confirmed in certificates such as compressive strength, water absorption, and dimensional compliance.

13Independent Testing Guidelines

Outlines the minimum requirements for independent laboratory tests on concrete blocks including specimen numbers and testing rates. Emphasizes adherence to standard procedures to verify product quality.

14Marking Procedures for Masonry Units

Specifies mandatory permanent marking elements on each concrete block, including manufacturer identification, block grade, and optionally the year of production and ISI certification mark. Describes measurement tools and graduation for verifying dimensions.

Popular Questions About IS 2185 PART 2

?Which categories of lightweight concrete blocks are included in IS 2185 Part 2?

IS 2185 Part 2 addresses lightweight concrete masonry units used in both load-bearing and non-load-bearing applications, including:

  • Hollow concrete blocks with open and closed cavities for both load-bearing and non-load-bearing uses
  • Solid concrete blocks applicable for load-bearing and non-load-bearing walls

Note that cellular or aerated concrete blocks are excluded and covered under a different standard (IS 5482-1969). This classification helps define specific physical and dimensional requirements for each block type.

?What are the specified limits for density and compressive strength of the blocks?

As per IS 2185 Part 2 (1983):

  • Maximum block density is limited to 1600 kg/m³, measured according to the prescribed method (Appendix B).
  • Compressive strength is evaluated on 8 test units with requirements for both average strength and minimum individual unit strength based on block classification (load-bearing or non-load-bearing).
  • Exact values vary depending on block type and application and can be found in Table 1 of the standard.

This ensures the blocks achieve the necessary structural capacity and durability.

?What materials and lightweight aggregates are permitted for producing these concrete blocks?

The standard permits the use of lightweight aggregates conforming to IS 9142-1979. These may include expanded clay, shale, slate, pumice, or manufactured aggregates, subject to purchaser approval. Aggregate bulk density limits are specified as follows:

  • Fine aggregate: Maximum 1120 kg/m³ (dry loose)
  • Coarse aggregate: Maximum 880 kg/m³ (dry loose)
  • Combined aggregate: Maximum 1100 kg/m³

These materials are employed to achieve the desired lightweight properties while ensuring strength and durability.

?How are concrete blocks sampled and tested to guarantee compliance with the standard?

Sampling involves selecting 20 blocks from every batch of 5,000 units or fraction thereof, following these approaches:

  • Sampling during block movement (loading or unloading) by dividing the batch into portions and selecting samples from each.
  • Random sampling from stacks, including the top, accessible sides, and interior by excavating trenches.

The sample is then subdivided for testing:

  • 3 blocks for density
  • 8 blocks for compressive strength
  • 3 blocks for water absorption
  • 3 blocks for drying shrinkage and moisture movement
  • 3 blocks reserved for retesting if needed

This protocol ensures a representative sample is tested to validate quality.

?What are the marking and certification obligations manufacturers must adhere to?

Manufacturers are required to permanently mark each concrete masonry unit with their identification and the grade of the block. Upon purchaser request, the year of manufacture should also be included. Optionally, the ISI Certification Mark can be applied if the manufacturer holds the relevant license.

Additionally, manufacturers must provide a certificate affirming that the blocks conform to IS 2185 Part 2 requirements, including meeting compressive strength, water absorption limits, and dimensional tolerances. This ensures traceability and quality assurance for the purchaser.

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