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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1981Edition
Building Construction Practices including Painting Varnishing and Allied FinishingCategory
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Overview
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.
Audience
Who Uses This Standard
Civil Engineers
Structural Engineers
Architects
Building Contractors
Pest Control Professionals
Construction Project Managers
Building Inspectors
Contents
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
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
Parameter
Specification
Soil Layer Thickness
≤ 200 mm per layer
Brick Insertion Depth
≥ 50 mm into masonry
Apron Construction
Concrete 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
This classification and behavior guide termite control in structural design per IS 6313 Part 1.
Frequently Asked
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.
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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
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
Parameter
Specification
Concrete Mix
1:3:6 (Dense Cement Concrete)
Thickness
≥ 75 mm
Sand Layer
Coarse sand (>3 mm), compacted
Termite Shield Embed
50 mm width, embedded 50 mm deep
Shield Projection
50 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:
Location
Anti-termite Measure
Floor-plinth vertical joints
Filled with heavy grade coal tar pitch
Entrances/doorways
Termite shield or masonry groove
Building perimeter
Metal shields/masonry grooves + concrete apron
Under floors & walls
Continuous 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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