IS 6313 Part 11981AI Search Enabled✦ AI Generated

Code of practice for anti-termite measures in buildings, Part 1: Constructional measures

IS 6313 Part 1:1981 provides comprehensive constructional measures to prevent subterranean termite infestation in buildings. It is essential for engineers, architects, and builders involved in designing and constructing termite-resistant structures, detailing methods such as termite shields, masonry grooves, concrete sub-floors, and proper site preparation to minimize termite access and damage. This standard emphasizes mechanical barriers and construction best practices to protect foundations, plinths, and floors from termite attack.

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58Clauses Indexed
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1981Edition
Building Construction Practices including Painting Varnishing and Allied FinishingCategory
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What This Standard Covers

IS 6313 Part 1:1981 provides comprehensive constructional measures to prevent subterranean termite infestation in buildings. It is essential for engineers, architects, and builders involved in designing and constructing termite-resistant structures, detailing methods such as termite shields, masonry grooves, concrete sub-floors, and proper site preparation to minimize termite access and damage. This standard emphasizes mechanical barriers and construction best practices to protect foundations, plinths, and floors from termite attack.

Who Uses This Standard

  • Civil Engineers
  • Structural Engineers
  • Architects
  • Building Contractors
  • Pest Control Professionals
  • Construction Project Managers
  • Building Inspectors

Key Topics Covered

Site preparation and stake testing for termite presence
Foundation and sub-base construction to prevent termite access
Use of termite shields and termite caps
Anti-termite masonry grooves and termite frames
Construction of dense cement concrete sub-floor carpets
Drainage and moisture control around building foundations
Selection and treatment of timber against termites
Installation details for termite barriers at openings and pipes
Maintenance and inspection of termite shields
Classification and behavior of subterranean and drywood termites
Constructional details for apron floors and plinth walls
Prevention of termite entry through joints and cracks

Table of Contents

0Introduction and Scope

IS 6313 (Part 1) - 1981: Introduction & Scope - Key Points

Scope:

  • Provides constructional measures for termite prevention in buildings.
  • Focuses mainly on subterranean termites, the most destructive type.
  • Measures include external preventive-cum-detection (e.g., termite shields, grooves, cement concrete aprons) and internal preventive methods (e.g., solid floors).
  • Recommended to use all specified measures together for effective protection.
  • Complements Parts II (chemical preconstruction treatment) and III (treatment of existing buildings).

Key Specifications:

  • Use galvanized steel termite shields around the building perimeter except entrances.
  • Provide anti-termite grooves at entrances.
  • Construct cement concrete subfloors with 12 mm cement plaster.
  • Provide lime concrete aprons around the building.

Typical Dimensions (mm):

ComponentThickness/Dimension
Cement concrete subfloorAs per design
Cement plaster12 mm thick
Anti-termite grooveAs per Fig. 12 & 13
Termite shield (galvanized steel)Thickness per IS 277 (galvanized sheets)

Conceptual Diagram of Termite Shield & Groove

flowchart TB
    A[Building Periphery] --> B[Anti-Termite Shield (Galvanized Steel)]
    B --> C[Anti-Termite Groove at Entrance]
    C --> D[Cement Concrete Subfloor]
    D --> E[Lime Concrete Apron]

Summary:

  • Termites cause severe damage; subterranean termites are primary concern.
  • Mechanical barriers (shields, grooves, aprons) prevent termite entry.
  • Use galvanized steel sheets as termite shields.
  • Constructional measures must be combined for best results.
  • Refer to IS 6313 (Part I) for detailed drawings and dimensions.
1Terminology and Definitions

IS 6313 (Part 1) - Terminology & Key Specifications on Termite Protection

Key Terminology (Clause 2.1 & Appendix A)

  • Termite Presence: Identified by visual signs or infestation evidence at construction site.
  • Termite Shield: Physical barrier around building plinth to prevent termite entry.
  • Termite Cap: Protective cover on pipes or timber sections at plinth level.
  • Termite Collar: Ring fitted on down-water pipes to prevent termite ingress.

Important Specifications & Dimensions

  • Termite Shield:
    • Installed all around the building plinth except at entrances.
    • Projection beyond outer edge of columns: 50 mm.
    • Turnover width: 50 mm.
  • Anti-termite Groove:
    • Provided at entrances and junctions with termite shields.
  • Termite Cap on Pipes:
    • Tight fit with pipe.
    • Sealed with coal tar pitch.
    • Bottom of down-water pipe should be at least 200 mm away from wall.

Material & Construction Notes

  • Use galvanized steel sheets (plain or corrugated) for termite shields.
  • Seal joints around bolts and caps with coal tar pitch (Clause 5.4.1).
  • Cement concrete subfloor with 12 mm thick cement plaster under termite shield.

Visual Summary (from figures 11-15)

flowchart TB
    A[Building Plinth] --> B[Termite Shield]
    B --> C[Projection 50 mm]
    B --> D[Turnover 50 mm]
    A --> E[Anti-termite Groove at Entrance]
    F[Down-water Pipe] --> G[Termite Collar]
    G --> H[Termite Cap]
    H --> I[Sealed with Coal Tar Pitch]

This ensures a continuous physical barrier preventing termite ingress as per IS 6313 Part 1 (1981).

2Site Preparation and Preliminary Measures

IS 6313 (Part 1) - Site Preparation & Preliminary Measures for Anti-Termite Construction

Key Specifications & Measures:

  • Drainage (Clause 2.2):

    • Ensure no water stagnation near the building.
    • Construct a concrete apron around the building to prevent water access under the floor.
  • Soil Preparation (Clause 4.1.1):

    • Remove roots, dead leaves, and organic matter from soil.
    • Place earth in layers ≤ 200 mm thick, compacted properly.
    • Insert dry bricks at least 50 mm deep into brick masonry for the apron floor.
  • Dry Brick Dimensions (Fig. 1):

    • Standard dry bricks used for apron flooring (dimensions as per IS specifications).

Summary Table: Soil Layer & Brick Insertion

ParameterSpecification
Soil Layer Thickness≤ 200 mm per layer
Brick Insertion Depth≥ 50 mm into masonry
Apron ConstructionConcrete apron around building

Notes:

  • Proper site drainage and soil compaction reduce termite risk by eliminating moisture and organic food sources.
  • Use coal tar pitch as per revised IS specifications for termite barriers.
flowchart TD
    A[Site Preparation] --> B[Remove organic matter]
    B --> C[Place soil in ≤ 200mm layers]
    C --> D[Compact soil layers]
    D --> E[Insert dry bricks ≥ 50mm]
    E --> F[Construct concrete apron]
    F --> G[Ensure drainage to prevent water stagnation]

This ensures effective termite control at the foundation stage as per IS 6313 (Part 1).

3Design Considerations for Termite Control

IS 6313 (Part 1) - 1981: Design Considerations for Termite Control

Key Constructional Measures (Clauses 3.2, 4.3, 5.4.1)

  • External Protection:

    • Provide metal termite shields or masonry grooves around building periphery.
    • Use cement concrete aprons (minimum thickness ~75 mm) around the building to prevent termite access.
    • Metal shields must maintain proper shape; joints sealed with coal tar pitch if penetrated by bolts or pipes.
  • Internal Protection:

    • Extend concrete sub-base fully under walls and plinth area without breaks.
    • For depressed floors (lift wells, bathrooms), ensure continuous sub-base.
    • Flooring laid over coarse sand layer (>3 mm grain size) to reduce soil moisture rise.

Typical Dimensions (from Figures 8, 9, 10)

ElementThickness (mm)
Cement plaster12
Cement concrete topping25
Cement concrete subfloor75
Lime concrete apronAs per design
Anti-termite grooveAs per IS fig.

Timber Selection (Clause 2.4)

  • Use seasoned, naturally durable heartwood treated against subterranean termites.
  • Refer IS 401:1967 (Timber preservation) and IS 1141:1973 (Timber seasoning).

Summary Diagram of Anti-termite Construction Layers (simplified):

graph TD
  Soil -->|Coarse sand layer (>3mm)| SandLayer
  SandLayer -->|Concrete subfloor (75 mm)| Subfloor
  Subfloor -->|Cement plaster (12 mm)| Plaster
  Plaster -->|Floor finish| Floor
  Subfloor -->|Anti-termite groove| Groove
  Groove -->|Metal shield / masonry groove| Shield
  Shield -->|Cement concrete apron| Apron
  Apron --> Soil

Note: Proper sealing of joints and continuous concrete layers are critical for effective termite barriers.

4Internal and External Anti-Termite Constructional Methods

IS 6313 Part 1: Internal & External Anti-Termite Construction Methods

Key Specifications:

  • External Protection:

    • Provide metal termite shields or masonry grooves around building periphery.
    • Use a cement concrete apron (lime concrete recommended) around the building.
    • Metal shields must maintain proper shape as termite barriers.
    • Masonry grooves act as physical barriers to termite entry.
  • Internal Protection:

    • Extend concrete sub-base (≥75 mm thick) continuously under walls and plinth area.
    • For depressed floors (lift wells, bathrooms), sub-base must be continuous.
    • Lay concrete flooring over a coarse sand layer (>3 mm grain size) to prevent moisture rise.
    • Avoid vertical joints between floor and plinth masonry; fill joints with heavy grade coal tar pitch (IS 216-1961) if unavoidable.

Typical Dimensions & Layers (from Figures 8-10):

LayerThickness (mm)Notes
Cement concrete subfloor75Continuous under walls
Cement concrete topping251:2:4 mix
Cement plaster12On walls/plinth
Lime concrete apronVariableExternal perimeter protection
Coarse sand layerThickness not specifiedGrain size > 3 mm
Anti-termite grooveAs per designAround plinth walls

Construction Notes:

  • Use stone masonry with lime mortar ≥1:3 when in contact with soil.
  • Avoid voids in masonry or concrete to prevent termite ingress.
  • Ensure continuous sub-base and flooring to block termite access.
flowchart TB
    Soil -->|Termite access| External_Protection
    External_Protection -->|Metal shields, grooves, apron| Building_Periphery
    Soil -->|Termite access under floor| Internal_Protection
    Internal_Protection -->|Concrete sub-base + sand layer| Floor
    Floor --> Building_Interior

This integrated approach ensures effective termite barriers both outside and inside the building, minimizing termite infestation risks.

5Termite Shields, Caps, Frames and Masonry Grooves

IS 6313 Part 1 (1981) - Termite Shields, Caps, Frames, and Masonry Grooves

Function (Clause 5.1)

  • To force termites to build visible entry tunnels for easy detection.
  • Regular inspections are essential; frequency depends on local termite hazard.

Key Specifications & Details:

ElementThickness / Dimension (mm)Material / Notes
Termite ShieldTypically metal sheet, thickness varies (not explicitly given)Installed on top of walls, under flooring
Cement Plaster12 mmApplied over masonry or concrete
Cement Concrete Topping25 mm (1:2:4 mix)Provides protective topping
Subfloor Concrete75 mmCement concrete subfloor
Lime Concrete ApronThickness not specifiedSurrounds plinth to prevent termite ingress
Anti-Termite GrooveDimensions per Fig. 10 & 12 (typically 10-12 mm wide groove)Installed at entrances/doorways where shields can't be used

Construction Details (Figures 8, 9, 10)

  • Stone masonry walls: Include anti-termite groove at plinth level.
  • Brick superstructure: 75 mm concrete subfloor, anti-termite groove, 12 mm plaster.
  • Junctions: Ensure seamless connection between termite shield and groove to block termite entry (see Fig. 13).

Installation Notes (Clause 5.2 & 5.2.4)

  • Termite shields installed on walls under floors.
  • At doorways/entrances where shields are impractical, use anti-termite masonry grooves.
  • Proper sealing/junction treatment between shields and grooves is critical.

Summary Table of Anti-Termite Layers

LayerThickness (mm)Purpose
Cement plaster12Surface finish & protection
Cement concrete topping25Hard protective layer
Concrete subfloor75Structural base
Anti-termite groove~10-12 widthVisible termite barrier
Lime concrete apronVariableExternal termite
6Installation and Maintenance of Termite Barriers

IS 6313 (Part 1) - Installation & Maintenance of Termite Barriers: Key Points

1. Anti-Termite Constructional Details (Clause 4.3, Fig. 10)

  • Stone Masonry Walls:
    • Anti-termite groove around plinth.
    • 75 mm thick cement concrete subfloor.
    • 12 mm thick cement plaster on walls.
    • Cement concrete topping and lime concrete apron around the base.
    • Floor finish over sand layer (> 3 mm grain size) to prevent moisture rise.

2. Termite Shields, Caps, and Frames (Clause 5.4.1)

  • Holding down bolts passing through termite shields must be sealed with coal tar pitch.
  • Termite caps on pipes must be tight fit and sealed similarly.
  • Termite caps must cover the entire plinth section with 50 mm projection and 50 mm turnover beyond edges.
  • Down-water pipes should have termite collars and caps soldered, with minimum 200 mm clearance from walls.

3. External & Internal Protection (Clause 3.2)

  • External: Metal shields or masonry grooves + cement concrete apron.
  • Internal: Continuous concrete sub-base under walls and floors, including pits.
  • Sand layer (grain size > 3 mm) under concrete flooring to block moisture and termite access.

Summary Table: Typical Dimensions for Termite Barriers

ComponentThickness / Size (mm)Notes
Cement concrete subfloor75Continuous under walls and floors
Cement plaster on walls12Applied on plinth walls
Cement concrete topping25Over subfloor or sand layer
Lime concrete apronVariableAround building perimeter
Termite cap projection50Beyond column edges with 50 mm turnover
Sand layer grain size> 3 mmUnder concrete floor to prevent moisture

Visual Concept (Mermaid Diagram)

flowchart TD
    A[Soil] --> B[Sand Layer (>3mm)]
    B --> C[Cement Concrete Subfloor (75mm)]
    C --> D[Anti-term
Appendix AShort Note on Termites - Classification and Behavior

Short Note on Termites - Classification and Behavior (IS 6313 Part 1)

Classification:

  • Subterranean Termites (Ground Nesting):
    • Build nests in soil
    • Require constant moisture
    • Construct covered tunnels for humidity, protection, and movement
    • Enter structures from ground level, attacking wood internally
  • Non-Subterranean Termites (Wood Nesting):
    • Nest directly in wood without soil contact

Behavior:

  • Subterranean termites maintain contact with soil and build mud tubes to access food sources.
  • They destroy wood from inside, leaving a thin outer shell.
  • Their tunnels ensure darkness and moisture, vital for survival.

Protection Measures (Clause 5.4.1):

  • Seal joints between termite shields and bolts with coal tar pitch.
  • Termite caps on pipes must fit tightly and be sealed with coal tar pitch to prevent termite entry.
flowchart LR
    Soil -->|Nest| Subterranean
    Wood -->|Nest| NonSubterranean
    Subterranean -->|Builds| Tunnels
    Tunnels -->|Access| Structure
    Structure -->|Damage| Wood

This classification and behavior guide termite control in structural design per IS 6313 Part 1.

Popular Questions About IS 6313 Part 1

?What constructional measures does IS 6313 Part 1 recommend to prevent termite infestation?

IS 6313 Part 1 (1981) recommends the following constructional measures to prevent subterranean termite infestation:

External Protection

  • Metal termite shields or masonry grooves around the building perimeter to block termite entry.
  • Cement concrete apron around the building to prevent soil contact with walls.
  • Maintain the shape of metal shields to act as an effective barrier.

Internal Protection

  • Extend the concrete sub-base under walls to cover the entire plinth area continuously, including depressed floors (lift wells, bathrooms, garage pits).
  • Lay the concrete floor over a coarse sand layer (>3 mm grain size) to reduce soil moisture rising, which attracts termites.
  • Provide anti-termite grooves at junctions of walls and floors.

Typical Section (from Figures 8-10)

  • 75 mm thick cement concrete subfloor
  • 12 mm thick cement plaster
  • 25 mm thick cement concrete topping
  • Lime concrete apron around the plinth
  • Use stone or brick superstructure with termite barriers integrated.
Loading diagram...

These measures ensure a continuous physical barrier preventing termite ingress both externally and internally.

?How should termite shields be installed and maintained according to this standard?

According to IS 6313 Part 1, termite shields should be installed and maintained as follows:

  • Installation:

    • Use metal termite shields around the building perimeter in high termite infestation areas (Clause 5.2.1).
    • Embed at least 50 mm width of the shield into the cement concrete sub-floor.
    • Provide a 50 mm horizontal projection on the external wall side.
    • Bend the shield 50 mm downwards at a 45° angle to prevent termite entry (Clause 5.2.3).
    • At entrances/doorways where shields can't be installed, use anti-termite masonry grooves with proper junctions to block termite entry (Clause 5.2.4).
  • Maintenance:

    • Periodic inspection is essential to maintain the shield’s shape and effectiveness.
    • Replacement is facilitated by the 50 mm embedment in concrete.
    • Be aware of disadvantages: high initial cost, maintenance, replacement needs, and sharp edges posing injury risks (Clause 5.2.1 Note).
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This ensures effective termite barrier while allowing easy replacement and maintenance.

?What materials and thicknesses are specified for sub-floor concrete to resist termites?

IS 6313 Part 1 - Termite-Resistant Sub-Floor Concrete Specifications

  • Concrete Mix: Dense cement concrete of mix 1:3:6 (cement : sand : aggregate).
  • Thickness: Minimum 75 mm thick sub-floor concrete layer.
  • Base Preparation: Laid over a compacted sand filling layer (coarse sand > 3 mm size) to reduce soil moisture rise.
  • Continuity: Concrete sub-base must be continuous under walls and throughout plinth area, including depressed floors.
  • Termite Shield Embedment: Embed at least 50 mm width termite shield into the concrete sub-floor with:
    • 50 mm horizontal projection outside the wall.
    • 50 mm downward bent projection at 45° angle for easy replacement.

Additional Measures:

  • Avoid masonry with lime mortar leaner than 1:3 in contact with soil without concrete floor.
  • Fill vertical joints between floor and plinth masonry with heavy grade coal tar pitch (IS:216-1961) to block termite entry.

Summary Table

ParameterSpecification
Concrete Mix1:3:6 (Dense Cement Concrete)
Thickness≥ 75 mm
Sand LayerCoarse sand (>3 mm), compacted
Termite Shield Embed50 mm width, embedded 50 mm deep
Shield Projection50 mm horizontal + 50 mm downward bent (45°)
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This layered system effectively blocks termite penetration by eliminating voids and moisture access.

?How does the standard address termite entry through building joints and openings?

IS 6313 Part 1 addresses termite entry through building joints and openings by emphasizing airtight, continuous barriers and specific construction details:

  • Joints between floor and plinth masonry: Vertical joints should be filled with heavy grade coal tar pitch (IS:216-1961) to block termite infiltration (Clause 3.3).

  • Termite shields and grooves at entrances/doorways:

    • Where termite shields can't be installed, anti-termite masonry grooves are provided (Clause 5.2.4).
    • Junctions between shields and grooves must be carefully constructed to prevent termite passage.
  • Internal and external protection:

    • External: metal termite shields or masonry grooves around the building perimeter, plus cement concrete aprons (Clause 3.2).
    • Internal: continuous concrete sub-base under walls and floors, with a coarse sand layer (>3 mm) beneath flooring to reduce moisture and block termite access.

Summary Table:

LocationAnti-termite Measure
Floor-plinth vertical jointsFilled with heavy grade coal tar pitch
Entrances/doorwaysTermite shield or masonry groove
Building perimeterMetal shields/masonry grooves + concrete apron
Under floors & wallsContinuous concrete sub-base + coarse sand layer
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This integrated approach minimizes termite ingress through joints and openings.

?What are the recommended practices for site preparation to minimize termite risk?

Recommended Site Preparation Practices to Minimize Termite Risk (IS 6313 Part 1):

  • Site Inspection (Stake Test):

    • Bury 50x50 mm timber stakes (susceptible species like chir, kail, mango) at 150 mm depth, spaced 1 m apart.
    • After 3-4 months, check for termite damage to assess infestation risk.
  • Site Grading & Cleaning:

    • Grade site to ensure proper drainage around the building.
    • Remove all wooden debris, roots, leaves, stumps, and organic matter from near foundation/floor areas.
    • Remove topsoil layer (~50-100 mm) if rich in decaying organic matter.
  • Soil Preparation:

    • Avoid burying organic materials near foundations.
    • Use coarse sand layer (>3 mm size) below concrete flooring to reduce soil moisture rise.
  • Constructional Precautions:

    • Use continuous concrete sub-base under walls and plinth without breaks.
    • Provide metal shields or masonry grooves around building perimeter as termite barriers.
    • Avoid masonry with lean lime mortar (<1:3) in contact with soil without concrete flooring.
    • Seal vertical joints between floor and plinth masonry with heavy-grade coal tar pitch (IS 216-1961).

These measures ensure both external and internal termite protection by blocking termite access and reducing conducive conditions.

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