Code of practice for anti-termite measures in buildings, Part 1: Constructional measures 1981 Edition
The IS 6313 Part 1:1981 standard outlines detailed constructional strategies designed to safeguard buildings from subterranean termite attacks. It targets professionals involved in building design and construction, providing guidance on physical termite barriers such as shields, grooves, concrete subfloors, and proper site preparation to effectively limit termite access and damage.
8Sections
58Clauses Indexed
✓AI Search Ready
1981Edition
Building Construction Practices including Painting Varnishing and Allied FinishingCategory
The IS 6313 Part 1:1981 standard outlines detailed constructional strategies designed to safeguard buildings from subterranean termite attacks. It targets professionals involved in building design and construction, providing guidance on physical termite barriers such as shields, grooves, concrete subfloors, and proper site preparation to effectively limit termite access and damage.
Audience
Who Uses This Standard
Civil Engineering Professionals
Structural Design Engineers
Architectural Designers
Construction Contractors
Pest Management Specialists
Project Supervisors
Building Compliance Inspectors
Contents
Key Topics Covered
✓Site evaluation and stake testing for termite detection
✓Design and construction of termite-resistant foundations and sub-bases
✓Implementation of termite shields and protective caps
✓Incorporation of anti-termite masonry grooves and frames
✓Construction of dense cement concrete flooring beneath structures
✓Management of drainage and moisture control near foundations
✓Selection and preservation of timber materials against termites
✓Installation protocols for termite barriers around openings and pipes
✓Ongoing inspection and upkeep of termite shield systems
✓Classification and behavioral characteristics of subterranean and drywood termites
✓Structural details for apron floors and plinth walls
✓Techniques for sealing joints and cracks to prevent termite ingress
Structure
Table of Contents
1Overview and Scope of Anti-Termite Construction Practices
2Terminology and Definitions Related to Termite Protection
3Preparing the Site and Initial Preventive Actions
4Design Guidelines for Effective Termite Control
5Methods for Internal and External Termite-Resistant Construction
6Details on Termite Shields, Caps, Masonry Grooves, and Frames
7Installation Procedures and Maintenance of Termite Barriers
Appendix ABrief Overview of Termite Types and Their Behavior
Frequently Asked
Popular Questions About IS 6313 PART 1
?What constructional steps does IS 6313 Part 1 suggest for termite prevention?▼
IS 6313 Part 1 (1981) recommends multiple constructional approaches to prevent subterranean termite invasion:
External Measures:
Installation of metal termite shields or masonry grooves encircling the building to block termite paths.
Construction of cement concrete aprons around the structure to inhibit soil-to-wall contact.
Ensuring the metal shields retain their shape for effective function.
Internal Measures:
Providing a continuous concrete sub-base beneath walls and plinths, including depressed areas such as lift wells and bathrooms.
Laying concrete flooring atop a coarse sand layer (grain size exceeding 3 mm) to reduce moisture migration.
Incorporating anti-termite grooves at wall-floor junctions.
Typical layers include a 75 mm thick cement concrete subfloor, 12 mm cement plaster, a 25 mm concrete topping, and lime concrete aprons. Stone or brick superstructures should integrate these termite barriers to ensure a continuous physical obstruction against termite entry.
?How are termite shields to be installed and maintained according to IS 6313 Part 1?▼
The standard outlines the following for termite shield installation and upkeep:
Installation:
Metal termite shields should be placed around the building’s perimeter in termite-prone regions.
At least 50 mm of the shield must be embedded into the cement concrete sub-floor.
A 50 mm horizontal projection should extend beyond the external wall face.
The shield should be bent downward by 50 mm at a 45° angle to deter termite passage.
Where shields are impractical, especially at entrances, anti-termite masonry grooves should be employed with properly sealed junctions.
Maintenance:
Regular inspections are vital to maintain the shield’s integrity and shape.
The embedded portion facilitates easy replacement when necessary.
Considerations include initial costs, potential maintenance needs, and safety precautions regarding sharp edges.
?What are the specified materials and thicknesses for termite-resistant sub-floor concrete?▼
According to IS 6313 Part 1, the sub-floor concrete should be a dense cement concrete mix with a ratio of 1:3:6 (cement : sand : aggregate). The thickness must be at least 75 mm. This layer is laid over a compacted coarse sand fill with grain sizes greater than 3 mm to reduce moisture migration from the soil. The termite shield embedded in this concrete should have a minimum width of 50 mm, with 50 mm horizontal projection and a 50 mm downward bend at a 45° angle for protection and easy replacement. Additionally, vertical joints between floors and plinth masonry should be sealed with heavy grade coal tar pitch to prevent termite ingress.
?How does the standard prevent termite entry via building joints and openings?▼
IS 6313 Part 1 emphasizes creating continuous, sealed termite barriers at joints and openings to prevent termite intrusion. Vertical joints between floors and plinth masonry must be filled with heavy grade coal tar pitch as per IS 216-1961. Where termite shields cannot be installed, anti-termite masonry grooves are provided at entrances or doorways, ensuring tight junctions with shields to block termite access. The combined use of metal shields, masonry grooves, concrete aprons, continuous concrete sub-bases, and coarse sand layers under flooring form an integrated defense system sealing all potential termite entry points.
?What site preparation practices are recommended to minimize termite infestation risk?▼
Recommended site preparation under IS 6313 Part 1 includes:
Conducting a stake test by burying wooden stakes of termite-susceptible species at 150 mm depth spaced one meter apart and examining them after several months for termite activity.
Ensuring proper site grading and drainage to avoid water stagnation around the foundation.
Removing all organic debris such as roots, leaves, stumps, and wooden remnants near foundation areas.
Eliminating the topsoil layer rich in decaying organic material where necessary.
Avoiding burial of organic matter near foundations.
Using a coarse sand layer beneath concrete flooring to reduce soil moisture.
Providing continuous concrete sub-base under walls and plinths.
Installing metal termite shields or masonry grooves around the building.
Sealing joints between floor and plinth masonry with coal tar pitch to block termite entry.
These combined measures reduce termite attraction and create physical barriers against infestation.
✦
Need Detailed Clause Answers?
Ask AI about any clause, requirement, or provision in IS 6313 PART 1. Get instant, clause-cited responses powered by our indexed library.