IS 21191980AI Search Enabled✦ AI Generated

Code of practice for construction of brick-cum-concrete composite (madras terrace) floor and roof

IS 2119:1980 provides comprehensive guidelines for the design and construction of brick-cum-lime concrete composite floors and roofs, commonly known as Madras terrace. This standard covers material specifications, structural design of joists, laying procedures, curing, and maintenance practices to ensure durability and performance. It is essential for engineers and builders involved in traditional and composite floor and roof construction in India.

14Sections
164Clauses Indexed
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1980Edition
Building Construction Practices including Painting Varnishing and Allied FinishingCategory
Alternative search terms: IS 2119 PDF, IS 2119 pdf free download, IS 2119 free download pdf, IS2119 PDF, IS-2119 PDF, IS 2119 1980 PDF, IS 2119:1980 PDF, IS 2119-1980 PDF, IS 2119 (1980) PDF, IS 2119 1980 edition PDF, IS 2119 edition 1980 PDF

What This Standard Covers

IS 2119:1980 provides comprehensive guidelines for the design and construction of brick-cum-lime concrete composite floors and roofs, commonly known as Madras terrace. This standard covers material specifications, structural design of joists, laying procedures, curing, and maintenance practices to ensure durability and performance. It is essential for engineers and builders involved in traditional and composite floor and roof construction in India.

Who Uses This Standard

  • Structural Engineers
  • Civil Engineers
  • Architects
  • Construction Contractors
  • Building Inspectors
  • Project Managers
  • Material Suppliers

Key Topics Covered

Design principles for steel, timber, and precast concrete joists
Specifications for terracing bricks and lime concrete
Material storage, handling, and quality control
Laying techniques for brick-cum-concrete composite floors and roofs
Curing and finishing procedures
Thermal insulation properties of Madras terrace
Slope requirements for drainage
Inspection and quality assurance during construction
Maintenance and periodic painting of joists
Provisions for fixing services and ceiling
Treatment of junctions with walls and parapets
Use of broken brick aggregate in lime concrete

Table of Contents

1Scope

IS 2119: Scope Summary

  • Scope: Specifies requirements for burnt clay flat terracing tiles (hand-made and machine-made), including materials, dimensions, and laying instructions.
  • Applicability: Used for terrace roofing tiles, mortar additives (e.g., crude oil for Madras terrace work), and related tools like hand beaters.
  • Key Dimensions for Hand Beater (Clause 3.1):
    • Mass: 1 to 2 kg
    • Handle diameter: 40 mm
    • Handle length: 150 mm
  • Preparatory Work: Clause 4.2 mandates provision of necessary drawings and instructions to responsible personnel.
  • Related Standards:
    • IS 2118 (Jack-arch floors)
    • IS 2792 (Stone slab floors)
    • IS 2858 (Mangalore tile roofing)
    • IS 6061 Parts I & II (Joist and filler block floors)
    • IS 6332 (Precast shell units floors/roofs)

Typical Specification Table Extract (Example)

ParameterValue/RangeRemarks
Tile TypeHand-made / Machine-madeAs per Part I & II
Hand Beater Mass1 – 2 kgFor mortar compaction
Handle Diameter40 mm
Handle Length150 mm
Crude Oil for MortarSpecified in Appendix AFor Madras terrace mortar

Conceptual Flow for Terrace Tile Application

flowchart TD
    A[Specification & Design] --> B[Procure Tiles & Materials]
    B --> C[Prepare Mortar & Tools]
    C --> D[Laying Tiles as per Drawings]
    D --> E[Finishing & Curing]

Note: For detailed formulas, dimensions, and testing methods, refer to the full IS 2119 document and associated referenced standards.

2Definitions

IS 2119 - Definitions (Key Points)

  • Clause 2.0: Defines terms specific to the standard for lime concrete flooring.
  • Clause 2.3: For Lime definitions, refer to IS 6508:1972 (Building Lime specification).
  • Clause 3.13: Hand Beater—a tool for compacting lime broken brick aggregate concrete; specifications detailed in Appendix C.
  • Clause 4.2: All preparatory information, drawings, and instructions must be provided to personnel laying the terrace.

Important References for Definitions:

ItemIS Code / ClauseDescription
LimeIS 6508:1972Definitions and specifications for building lime
Hand BeaterClause 3.13, Appendix CSpecifications for compacting tool
Terracing Tiles (Hand-made)IS 2119 Part II (rev.)Specifications for hand-made tiles
Terracing Tiles (Machine-made)IS 2119 Part I (rev.)Specifications for machine-made tiles
Bitumen FeltsSecond revisionWaterproofing and damp-proofing

Summary:

  • Definitions ensure clarity on materials (lime, tools) and procedures.
  • Refer to IS 6508:1972 for lime.
  • Use Appendix C for hand beater specs.
  • Provide all necessary drawings and instructions for terrace laying.
flowchart TD
    A[IS 2119 Definitions] --> B[Lime: IS 6508:1972]
    A --> C[Hand Beater: Appendix C]
    A --> D[Terracing Tiles Specs]
    A --> E[Preparatory Work Info]
3Materials

IS 2119: Materials Key Points

1. Material Specifications (Clause 4.2 & 3.12)

  • Use materials conforming to relevant IS codes:
    • Burnt clay flat terracing tiles:
      • Part I: Machine made (IS 1237 Part I)
      • Part II: Hand-made (IS 1237 Part II)
    • Structural timber: As per IS 883
    • Cement concrete flooring tiles: IS 1237 (first revision)
    • Bitumen felts for waterproofing: IS 1322 (second revision)
    • Precast concrete: IS 456 (plain & reinforced), IS 1343 (prestressed concrete)

2. Storage, Transport & Handling (Clause 7.1)

  • Follow IS 4082-1977 for proper storage to avoid deterioration.
  • Store cement, lime, sand, tiles, steel, timber on raised platforms, dry, and covered.
  • Avoid contamination and moisture ingress.

3. Precast Concrete Materials (Clause 3.6)

  • Materials must comply with:
    • IS 456-1978 (plain & reinforced concrete)
    • IS 1343-1960 (prestressed concrete)

Summary Table: Relevant IS Codes for Materials

MaterialIS Code Reference
Burnt Clay Terracing TilesIS 1237 (Part I & II)
Structural TimberIS 883
Cement Concrete Flooring TilesIS 1237
Bitumen FeltsIS 1322
Precast Concrete SectionsIS 456, IS 1343
Storage & HandlingIS 4082

flowchart TD
    A[Materials] --> B[Terracing Tiles (IS 1237)]
    A --> C[Structural Timber (IS 883)]
    A --> D[Cement Concrete Tiles (IS 1237)]
    A --> E[Bitumen Felts (IS 1322)]
    A --> F[Precast Concrete (IS 456 & IS 1343)]
    A --> G[Storage & Handling (IS 4082)]

Ensure all materials meet IS standards for quality and durability before use.

4Design Considerations

IS 2119 - Design Considerations Summary

Clause 4.1 - Essential Design Information:

  • Surface area to be covered.
  • Type & arrangement of supporting elements.
  • Level for terrace finish (floor/roof).
  • Junction treatment with adjacent floors/walls.
  • Roof slope & drainage provisions.
  • Fixing provisions for services, ceiling, etc.

Clause 4.2 - Information Exchange:

  • All above details must be communicated with terrace laying team.
  • Provide necessary drawings and preparatory instructions.

Key Specifications & References:

Material/AspectReference/Specification
Burnt clay flat terracing tiles (Handmade)IS Part II (First Revision)
Burnt clay flat terracing tiles (Machine-made)IS Part I (First Revision)
Cement concrete flooring tilesIS (First Revision)
Bitumen felts for waterproofingIS (Second Revision)
Structural timberIS Code for structural timber
Concrete flooring & roofingIS 2118, IS 2792, IS 2858, IS 6061 (Parts I & II), IS 6332

Practical Design Notes:

  • Ensure roof slope for drainage is typically 1:100 to 1:60.
  • Terrace level must allow for floor finishes without water pooling.
  • Provide fixing points for ceiling and services during design.
  • Coordination among all trades is critical for durability and water-tightness.

Diagram: Information Flow for Terrace Design

flowchart LR
    A[Design Engineer] --> B[Provide Surface Area, Support Details, Levels]
    B --> C[Architect/Planner]
    C --> D[Terrace Laying Team]
    D --> E[Construction & Finishing]
    E --> F[Inspection & Maintenance]

This ensures a holistic approach to terrace design as per IS 2119, emphasizing communication and detailed planning.

5Strength and Stability

IS 2119: Strength and Stability (Clause 5.2)

Key Points:

  • Strength and stability of terracing tiles must ensure safety under service loads.
  • Materials and construction must comply with relevant IS codes:
    • IS 456: 2000 (Code of Practice for Plain and Reinforced Concrete)
    • IS 1343: 1980 (Code of Practice for Prestressed Concrete)
  • Proper preparatory work and instructions (Clause 4.2) are essential for laying tiles to maintain structural integrity.
  • Use of specified materials such as burnt clay tiles (hand-made or machine-made) and cement concrete flooring tiles is mandatory.
  • Stability checks should consider:
    • Load-bearing capacity
    • Resistance to bending and shear
    • Adequate anchorage and support

Typical Strength Formulas (per IS 456 & IS 2119 context):

ParameterFormula/Specification
Flexural Strength( f_{cr} = \frac{M}{Z} ) where (M) = moment, (Z) = section modulus
Shear Strength( V_u \leq V_c + V_s ) (concrete + shear reinforcement)
Load Capacity( P = f_c \times A ) (compressive strength times area)
Stability CheckEnsure factor of safety ( \geq 1.5 ) against overturning/sliding

Summary Table for Terracing Tiles (Indicative)

Tile TypeCompressive Strength (Min)Thickness (mm)Remarks
Hand-made Burnt Clay Tile10-15 MPa10-15As per IS 2119 Part II
Machine-made Burnt Clay Tile15-20 MPa8-12As per IS 2119 Part I
Cement Concrete Tile20-30 MPa10-15As per IS 1237 (specification)

flowchart TD
    A[Material Selection] --> B[Preparation & Laying]
    B --> C[Strength Check]
    C --> D[Load
6Preparation and Preceding Work

IS 2119 – Preparation and Preceding Work: Key Points

1. Time Scheduling (Clause 6.2.2)

  • Arrange work to avoid interference from other constructions.
  • Preferably avoid terracing work during the rainy season.

2. Completion of Preceding Work (Clause 6.1)

  • Supporting elements (walls, pillars, beams, frames) must be:
    • Completed early
    • Properly cured
    • Top surfaces level finished before terracing.

3. Water Quality (Clause B-1.3)

  • Water used must comply with Clause 3.11 (usually potable and free from impurities).

4. Information & Drawings (Clause 4.2)

  • Provide all necessary information, drawings, and instructions to the terrace laying team.

Additional Specifications Referenced:

  • Burnt clay flat terracing tiles (Hand-made & Machine-made)
  • Structural timber specifications
  • Code of practice for plain and reinforced concrete (3rd revision)
  • Cement concrete flooring tiles
  • Bitumen felts for waterproofing and damp-proofing

Summary Table: Preparation Checklist

StepRequirement
Supporting elementsComplete & cure before terracing
Surface finishLevel finished top surface
Water qualityAs per IS 2119 Clause 3.11
SchedulingAvoid rainy season & construction clash
DocumentationProvide drawings and instructions

flowchart TD
    A[Start Preparation] --> B[Complete Supporting Elements]
    B --> C[Cure Supporting Elements]
    C --> D[Level Finish Top Surface]
    D --> E[Check Water Quality (Clause 3.11)]
    E --> F[Provide Drawings & Instructions]
    F --> G[Schedule Work (Avoid Rainy Season)]
    G --> H[Start Terracing Work]

This ensures a smooth, durable terracing process as per IS 2119 guidelines.

7Storage, Transport and Handling of Materials

IS 2119: Storage, Transport, and Handling of Materials - Key Points

1. Storage & Handling (Clause 7.1)

  • Materials like cement, lime, sand, broken brick aggregate, tiles, precast concrete, steel, and wooden joists must be stored to prevent deterioration or loss of structural properties.
  • Follow relevant IS specifications for each material (e.g., IS 4082-1977 for stacking/storage).
  • Store on a clean, dry platform, protected from moisture and contamination.

2. Transport

  • Use appropriate supports and restraints to avoid damage.
  • For joists (Clause 8.1), transport rolled steel beams, precast concrete sections, or timber with care to avoid bending or impact.

3. Handling Equipment (Clause 3.1 & 3.13)

  • Hand Beater Specifications:
    • Mass: 1 to 2 kg
    • Handle diameter: 40 mm
    • Handle length: 150 mm
  • Used for compacting lime-broken brick aggregate concrete.

4. Reference Standards

  • IS 4082-1977: Recommendations on stacking and storage.
  • IS 2119 Clause 7.1 refers to relevant IS codes for each material.
  • Use proper stacking heights and spacing to allow air circulation and avoid damage.

Summary Table: Hand Beater Dimensions (Clause 3.13)

ParameterValue
Mass1 to 2 kg
Handle Diameter40 mm
Handle Length150 mm

flowchart LR
    A[Material Received] --> B[Inspection]
    B --> C{Suitable Storage?}
    C -->|Yes| D[Store on Dry Platform]
    C -->|No| E[Prepare Suitable Storage]
    D --> F[Protect from Moisture & Contamination]
    F --> G[Use Proper Handling Equipment]
    G --> H[Transport with Care]

Note: For detailed stacking heights, spacing, and handling methods, consult IS 4082-1977 and respective IS codes for specific materials.

8Laying of Brickwork and Concrete

IS 2119: Key Points on Laying Brickwork and Concrete for Madras Terrace

1. Laying of Brickwork (Clause 9.3)

  • Bonding: Bricks must be pressed against the adjacent row for good mortar bonding and lateral adhesion.
  • Arch Action: Slight rise (max 5 mm) between joists to enhance self-supporting arch action.
  • Support: Joists can be supported by wedged uprights during laying to prevent cracks.
  • Centering: Not required for this terrace type.

2. Lime Broken Brick Aggregate Concrete (Clause 10.1 & Appendix B)

  • Mix: 1:2 by volume (slaked lime : broken brick aggregate).
  • Thickness: Average 100 mm layer after bricks have set.
  • Preparation: As per Appendix B, materials include slaked lime and broken brick aggregate; follow detailed preparation steps for consistency and durability.

3. Additional Specifications

  • Follow related IS codes for materials and procedures:
    • Burnt clay terracing tiles (Part I & II)
    • Structural timber
    • Plain and reinforced concrete (IS 456)
    • Bitumen felts for waterproofing

Typical Mix Ratio for Lime Concrete in Madras Terrace:

MaterialVolume Ratio
Slaked Lime1
Broken Brick Aggregate2

Visual Concept: Brick Laying with Arch Rise

graph LR
A[Previous Brick Row] --> B[Current Brick Row]
B --> C{Slight Rise ≤ 5 mm}
C --> D[Joists Supported by Wedged Uprights]

This ensures good bonding and arch action without centering.


For detailed steps and quality control, refer to Appendix B of IS 2119 and related IS codes.

9Curing

IS 2119 - Curing of Lime Concrete and Brickwork

Key Specifications on Curing:

  • Concrete Curing (Clause 10.3):

    • Cure by sprinkling water continuously.
    • Minimum curing period: 6 days before laying floor or roof finish.
  • Brickwork Curing (Clause 9.4):

    • Keep brickwork moist to ensure proper setting.
    • Minimum curing period: 10 days.

Additional Relevant Points:

  • Lime concrete must be used within 2 hours of mixing (Clause 3.2).
  • Hand beater specifications for compacting lime broken brick aggregate concrete are detailed in Appendix C.

Summary Table for Curing Periods:

MaterialCuring MethodMinimum Duration
Lime ConcreteWater sprinkling6 days
BrickworkKeep moist10 days

Practical Notes:

  • Maintain continuous moisture during curing to prevent shrinkage cracks.
  • Use hand beaters as per Appendix C to ensure proper compaction before curing.
flowchart LR
    A[Mix Lime Concrete] --> B[Place & Compact]
    B --> C[Cure by Water Sprinkling]
    C -->|6 days| D[Ready for Floor/Roof Finish]
    
    E[Brickwork Laid] --> F[Keep Moist]
    F -->|10 days| G[Properly Set Brickwork]

This ensures durability and strength development as per IS 2119.

10Finishing

IS 2119 - Key Points on Finishing (Floor/Roof finishes):

1. Materials for Floor or Roof Finish (Clause 3.12)

  • Use materials conforming to relevant IS specifications:
    • Burnt clay flat terracing tiles: IS Part I (Machine made) & Part II (Hand-made)
    • Cement concrete flooring tiles
    • Bitumen felts for waterproofing/dampproofing (IS second revision)
    • Structural timber as per IS standards

2. Preparatory Work & Instructions (Clause 4.2)

  • Provide detailed drawings and instructions for terrace laying.
  • Ensure all responsible personnel have access to these.

3. Maintenance (Clause 14.1)

  • Roof finishes must be maintained per relevant IS standards on flat roof finishes.

4. Compaction Tool (Clause 3.13)

  • Hand beater for lime broken brick aggregate concrete must meet Appendix C specifications.

Typical Specification Table for Burnt Clay Tiles (Example)

PropertyRequirement
Water Absorption≤ 15%
Compressive Strength≥ 35 N/mm²
Dimensions Tolerance± 2 mm
Thickness10-15 mm (typical)

Summary Diagram: Finishing Workflow

flowchart TD
    A[Material Selection] --> B[Preparation & Drawing]
    B --> C[Laying & Compaction]
    C --> D[Finishing & Waterproofing]
    D --> E[Maintenance per IS standards]

Note: For detailed values, refer to IS 2119 annexures and referenced IS codes.

11Inspection

IS 2119 - Inspection Key Points (Clause 13.1)

StageInspection ParticularsPossible Failure if Unsatisfactory
i) Before laying terracing tiles- Even bearing surface after filling gaps between joists over walls/beams<br>- Adequate temporary supports for joistsCracking
ii) During laying terracing bricks- Soaking of bricks<br>- General inspectionImproper adhesion
iii) After laying lime broken brick aggregate concrete- Amount of beating (compaction)Sagging
iv) Curing- Number of curing days<br>- General inspectionLesser strength and cracking

Additional Specifications:

  • Hand Beater (Clause 3.13 & Appendix C):

    • Mass: 1 to 2 kg
    • Handle diameter: 40 mm
    • Handle length: 150 mm
  • Curing Duration: Adequate curing days are critical to prevent cracking and ensure strength.


Summary Diagram of Inspection Stages

flowchart TD
    A[Start: Before laying tiles] --> B[Check even bearing surface]
    B --> C[Check temporary supports]
    C --> D[During laying bricks: Soaking & inspection]
    D --> E[After laying concrete: Check beating]
    E --> F[Curing: Ensure proper days & inspection]
    F --> G[End: Quality terrace construction]

Ensure thorough inspection at each stage to avoid defects like cracking, sagging, and poor adhesion.

12Junctions and Parapet Treatment

IS 2119: Key Specifications for Junctions and Parapet Treatment

1. Parapet and Roof Junction (Clause 12.1)

  • Tiles laid inclined at 45° to the face of the parapet.
  • Before tiling, broken brick aggregate concrete is laid on the sloping portion.
  • Tiles must extend 50 mm inside the wall.
  • Parapet plastering only after tile laying.

Typical Section (Fig. 3):

  • One course of pressed tiles.
  • Lime broken brick aggregate concrete.
  • 12 mm thick plaster.
  • Tiles laid at 45° angle.

2. Curing (Clause 11.4)

  • Terrace and ceiling surfaces must be water-cured for at least 3 weeks.

3. Construction Notes

  • Terrace bricks laid on edge in diagonal rows spanning joists (Fig. 1).
  • Breaking joints between adjacent rows to avoid continuous cracks.
  • Follow IS 456 for reinforced concrete design of joists (Clause 5.2.5).

Summary Table: Parapet Junction Tile Details

ParameterSpecification
Tile inclination45° to parapet face
Tile embedment depth50 mm inside parapet wall
Concrete baseBroken brick aggregate concrete
Plaster thickness12 mm
Curing durationMinimum 3 weeks
flowchart TB
    A[Roof Surface] --> B{Broken Brick Aggregate Concrete}
    B --> C[Inclined Tiles at 45°]
    C --> D[Tile extends 50 mm inside wall]
    D --> E[Parapet Wall]
    E --> F[12 mm Plaster (after tile laying)]

This ensures water tightness and durability at the junction of parapet and roof.

13Maintenance

IS 2119: Maintenance Key Points

Inspection (Clause 13.1)

StageInspection ParticularsPossible Failures if Unsatisfactory
i) Before laying tiles- Even bearing surface after filling spaces between joists<br>- Adequate temporary supports for joistsCracking
ii) During laying bricksSoaking of bricks and general inspectionImproper adhesion
iii) After laying lime broken brick aggregate concreteAmount of beatingSagging
iv) CuringNumber of curing days and inspectionLesser strength, cracking

Maintenance (Clause 14.1)

  • Roof finishes must be maintained as per relevant IS codes on flat roof finishes (e.g., waterproofing, protective layers).
  • Regular inspection and upkeep prevent defects like cracks, sagging, and adhesion failure.

Additional Specifications

  • Hand Beater (Clause 3.13): Must conform to Appendix C for compacting lime broken brick aggregate concrete.
  • Information (Clause 4.2): All preparatory drawings and instructions must be provided to workers.

Summary Table for Maintenance Checks

Maintenance AspectFrequencyKey Checks
Surface bearingBefore tile layingEvenness, support adequacy
Brick soakingDuring brick layingProper saturation
Concrete compactionAfter laying concreteAdequate beating
CuringPost-layingMinimum curing days (typically 7-14 days)

flowchart TD
    A[Start: Terrace Construction] --> B[Inspect Bearing Surface]
    B -->|Satisfactory| C[Lay Terracing Bricks]
    C --> D[Soak Bricks & Inspect]
    D -->|Satisfactory| E[Lay Lime Broken Brick Concrete]
    E --> F[Compact Concrete with Hand Beater]
    F --> G[Cure for Specified Days]
    G --> H[Maintenance as per IS Codes]

Note: Refer to IS 2119 Appendix C for hand beater specs and relevant IS codes for roof finish maintenance.

14Appendices and Specifications

IS 2119: Appendices & Specifications - Key Points

  • Appendix A:
    Specifies requirements for Crude Oil used in mortars for Madras terrace work (Clauses 3.3 & 11.2).

    • Ensures oil quality for proper mortar performance.
  • Appendix C:
    Details specifications for the Hand Beater used in compacting lime-broken brick aggregate concrete (Clause 3.13).

    • Ensures effective compaction tools.
  • Clause 4.2:
    Mandates provision of all necessary information, drawings, and instructions to personnel laying the terrace.

  • Related Specifications:

    • Burnt clay flat terracing tiles (Hand-made & Machine-made)
    • Structural timber in building
    • Cement concrete flooring tiles
    • Bitumen felts for waterproofing and damp-proofing

Summary Table of Appendices:

AppendixSubjectReference ClausePurpose
ACrude Oil Specification3.3, 11.2Quality control of mortar oil
CHand Beater Specification3.13Tool for compacting concrete

Practical Note:

  • Use Appendix A oil specs to ensure mortar durability.
  • Use Appendix C hand beater specs for proper compaction of lime aggregates.
flowchart TD
    A[IS 2119] --> B(Appendix A: Crude Oil)
    A --> C(Appendix C: Hand Beater)
    A --> D(Clause 4.2: Info & Drawings)
    B --> E[Mortar Quality]
    C --> F[Compaction Efficiency]
    D --> G[Proper Execution]

For detailed dimensions and material specs, refer directly to the appendices in IS 2119.

Popular Questions About IS 2119

?What are the recommended materials and their specifications for Madras terrace construction?

Recommended Materials & Specifications for Madras Terrace (IS 2119)

  1. Terrace Brickwork:

    • Bricks laid on edge.
    • Mortar: Lime mortar mix 1:12 (lime putty : sand by volume).
    • Supported on closely spaced joists (timber, precast RC, prestressed concrete, or steel).
  2. Lime Concrete Layer:

    • Course of lime broken brick aggregate concrete.
    • Thickness as specified, but total terrace thickness excluding finishes ≤ 185 mm.
    • Acts integrally with brickwork for strength and waterproofing.
  3. Finishes:

    • Suitable floor finish on top of lime concrete.
    • Ceiling finish applied to soffit of terrace-brickwork.
  4. Design Considerations:

    • Dead load approx. 370 kg/m².
    • Ensure proper slope and drainage provisions.
    • Allow for fixing services and junction treatments.

Summary Table

ComponentMaterial & MixThickness/Remarks
Terrace BrickworkBricks on edge + Lime mortar 1:12Supported on joists
Lime Concrete LayerLime + broken brick aggregateThickness per design, total terrace ≤ 185 mm
FinishesSuitable floor & ceiling finishesAs per architectural requirements
Loading diagram...

This construction ensures durability, waterproofing, and efficient load transfer through arch action and composite bonding.

?How should steel, timber, and precast concrete joists be designed according to IS 2119?

According to IS 2119, the design of joists is as follows:

  • Steel Joists: Design must comply with IS 800-1962 (Code of practice for use of structural steel in general building construction).

  • Timber Joists:

    • Timber material must conform to IS 3629-1966.
    • Design should follow IS 883-1970 (Code of practice for design of timber structures).
  • Precast Concrete Joists:

    • For reinforced concrete sections, design per IS 456-1978 (Code of practice for plain and reinforced concrete).
    • For prestressed concrete sections, design as per IS 1343-1960 (Code of practice for prestressed concrete).

Summary Table

Joist TypeApplicable IS Code(s)Notes
Steel JoistsIS 800-1962Structural steel design standards
Timber JoistsIS 3629-1966, IS 883-1970Material & design of timber
Precast ReinforcedIS 456-1978Reinforced concrete design principles
Precast PrestressedIS 1343-1960Prestressed concrete design

This ensures safety, durability, and compliance with Indian standards for joist design.

?What are the proper procedures for laying and curing the brick-cum-concrete composite floor or roof?

Procedures for Laying and Curing Brick-Cum-Concrete Composite Floor/Roof (IS 2119):

  • Laying:

    • Use terrace bricks arranged in rows over closely spaced joists to form a flat layer.
    • Ensure bricks are packed tightly to develop arch action for load distribution.
    • After brick laying, pour a lime concrete layer over the bricks.
    • The lime concrete bonds with bricks, creating an integral composite slab.
  • Curing:

    • After placing the lime concrete, cure by sprinkling water continuously.
    • Maintain curing for not less than 6 days to ensure proper hardening.
    • Only after curing, proceed to lay the floor or roof finish.

This method ensures strength, durability, and waterproofing, leveraging the arch action of bricks combined with lime concrete bonding.

Loading diagram...

Key:

  • Minimum curing time: 6 days
  • Composite action: Arch action (bricks) + Bond (lime concrete)
?How does the standard address thermal insulation and slope requirements for drainage?

IS 2119 on Thermal Insulation and Slope for Drainage

  • Slope Requirement (Clause 5.4):

    • Minimum slope: 1 in 48 (approx. 2.08%) to ensure proper drainage.
    • Slope can be provided:
      • In the joist arrangement (preferred), or
      • In the lime broken brick aggregate concrete layer, or
      • A combination of both.
  • Thermal Insulation (Clauses 5.5 & 5.5.1):

    • For Madras terrace roof thicker than 200 mm, thermal insulation is inherently adequate.
    • No special thermal insulation provisions are required for such terraces.
  • Maintenance (Clause 14.1):

    • Roof finishes must comply with relevant IS codes for flat roofs to maintain durability and insulation.

Summary Table

AspectRequirement
Minimum slope1 in 48 (2.08%)
Slope provisionJoist / concrete layer / both
Thermal insulationAdequate if terrace > 200 mm
Roof finishAs per relevant IS standards
Loading diagram...
?What inspection and maintenance practices are prescribed to ensure durability of the Madras terrace?

To ensure durability of Madras terrace, IS 2119 prescribes the following inspection and maintenance practices:

Inspection (Clause 13.1)

StageInspection ParticularsPossible Failure if Not Satisfactory
Before laying tiles- Even bearing surface after filling spaces between joists<br>- Adequate temporary supports for joistsCracking due to uneven support
During laying bricksSoaking bricks and general inspectionImproper adhesion leading to weak bonding
After laying lime broken brick concreteProper amount of beatingSagging or deformation
CuringAdequate curing days and inspectionLesser strength and cracking

Maintenance (Clause 5.3.1)

  • Madras terrace is naturally resistant to temperature and shrinkage cracks due to compatible materials.

  • Periodic maintenance of:

    • Roof finish,
    • Ceiling finish,
    • Supporting joists,

    as per relevant IS codes (11 to 14) ensures long-term durability.


Summary:
Regular inspection at each stage prevents defects like cracking, sagging, and poor adhesion. Consistent maintenance of finishes and supports preserves structural integrity and durability.

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