The 1991 safety code for building demolition in India outlines detailed procedures to guarantee safe and effective dismantling work. It addresses key aspects such as structural evaluation, debris management, worker protection, and safeguarding nearby properties, serving as an indispensable guide for demolition engineers, contractors, and safety personnel.
Overview
The 1991 safety code for building demolition in India outlines detailed procedures to guarantee safe and effective dismantling work. It addresses key aspects such as structural evaluation, debris management, worker protection, and safeguarding nearby properties, serving as an indispensable guide for demolition engineers, contractors, and safety personnel.
Audience
Contents
Structure
Overview of Scope & Main Provisions
If the wall height is 5 meters, the barricade radius is 12 × 5 = 60 meters.
flowchart LR
Height[Wall Height (h)] --> Calc[Calculate Barricade Radius]
Calc --> Radius[Radius = 12 × h]
Radius --> Setup[Establish Barricade Zone]
This ensures adherence to safety during mechanical demolition as per the code.
flowchart TD
Start[Begin Demolition] --> Assess[Assess Structure & Loads]
Assess --> Plan[Develop & Approve Plan]
Plan --> TopFloor[Demolish Top Storey]
TopFloor --> Check{Is Upper Floor Complete?}
Check -- Yes --> NextFloor[Demolish Next Lower Storey]
Check -- No --> TopFloor
NextFloor --> Repeat[Repeat Until Ground Floor]
Repeat --> Finish[Complete Demolition]
Safety barricade radius must be maintained at 12 times the wall height. Controlled cutting and lowering techniques prevent hazards.
Safety and Electrical Guidelines
| Wall Height (m) | Barricade Radius (m) |
|---|---|
| 5 | 60 |
| 10 | 120 |
| 15 | 180 |
graph TD
Wall[Wall] -->|12 × Height| Barricade[Barricade]
Barricade --> SafeZone[Safe Area]
subgraph Danger
Wall
end
Always coordinate with electrical authorities and conform to BIS fire and electrical safety standards before starting demolition.
Protecting Public and Adjacent Structures
| Aspect | Requirement | Dimension/Load |
|---|---|---|
| Nail Handling | Immediate removal or bending | N/A |
| Fixture Protection | Cover or relocate fixtures | As per regulations |
| Worker Entrance | Canopy extension | ≥ 2.5 m length, width + 0.6 m each side |
| Canopy Strength | Equal to sidewalk shed | Live load ≥ 5 kN/m² |
| Utilities Protection | Remove or protect mains/meters | N/A |
flowchart TD
Start[Demolition Begins] --> RemoveNails[Nail Removal]
RemoveNails --> ProtectFixtures[Fixture Protection]
ProtectFixtures --> PublicSafety[Public Protection]
PublicSafety --> InstallCanopy[Canopy Installation]
InstallCanopy --> ProtectUtilities[Utility Protection]
ProtectUtilities --> Proceed[Continue Demolition]
This framework ensures safety for workers, the public, and neighboring structures.
Demolition Operation Sequence
flowchart TD
Begin[Start Demolition] --> RemoveSpandrels[Remove Spandrels to Springing Line]
RemoveSpandrels --> RemoveArches[Remove Arch Rings]
RemoveArches --> RemoveAbutments[Remove Abutments]
RemoveAbutments --> DemolishFloors[Demolish Floors Top-down]
DemolishFloors --> DemolishBeams[Beams: Rope & Cut]
DemolishFloors --> DemolishColumns[Columns: Guy Ropes & Cut]
DemolishFloors --> DemolishWalls[Walls: Cut into Strips]
DemolishBeams & DemolishColumns & DemolishWalls --> TemporarySupports[Provide Temporary Supports]
TemporarySupports --> Completion[Complete Demolition]
Ensure all steps are performed with safety and control to maintain structural stability.
Debris Disposal and Material Management Guidelines
| Parameter | Specification |
|---|---|
| Maximum Hole Area | ≤ 25% of floor area |
| Barricade Radius | ≥ 12 × wall height |
| Catch Platform Usage | No dumping or storage |
flowchart TD
DemolitionFloor -->|Debris Drop ≤ 25% Area| StorageFloor
StorageFloor -->|Withstand Impact| DebrisCollection
MechanicalEquipment -->|Operate in Barricade| SafeZone
SafeZone -->|No Personnel Inside| DemolitionArea
Always verify floor strength and maintain specified barricade distances based on site conditions.
Guidelines for Safe Use of Ladders, Stairs, and Passageways
| Parameter | Value |
|---|---|
| Ladder Angle | Approximately 75° ± 5° |
| Rung Spacing | Minimum 250 mm |
| Rung Diameter | 25–40 mm |
| Side Rail Width | 300–400 mm |
| Load Capacity | As specified in IS 3696 |
flowchart TD
Start --> ProvideLadders[Provide Ladders per IS 3696]
ProvideLadders --> ClearAccess[Maintain Clear & Lit Stairs]
ClearAccess --> InspectMaterials[Inspect Materials for Reuse]
InspectMaterials --> EnsureSafeAccess[Ensure Worker Safety]
Refer to IS 3696 Part 2 for detailed ladder safety requirements.
Wall Demolition Guidelines
| Step | Description | Remarks |
|---|---|---|
| 1. Cutting | Cut walls into 230 mm strips | Use pneumatic tools |
| 2. Expose Reinforcement | Remove concrete at strip edges | For safe cutting |
| 3. Cut Reinforcement | Sever reinforcement bars | Use ropes/guy wires |
| 4. Controlled Demolition | Pull down strips carefully | Temporary supports if needed |
flowchart TD
Begin[Start Wall Demolition] --> CutStrips[Cut into 230mm Strips]
CutStrips --> ExposeRebar[Expose Reinforcement]
ExposeRebar --> CutRebar[Cut Reinforcement]
CutRebar --> PullDown[Lower Strips Under Control]
PullDown --> Support[Apply Temporary Centering if Needed]
Support --> Complete[Complete Demolition]
Adhere to safety rules for ladder use and avoid material dumping on catch platforms.
Key Points on Floor Removal and Load Management
flowchart TB
HoleCutting --> CheckSafety{Is Floor Compromised?}
CheckSafety -- Yes --> ProvideShoring[Install Shoring]
ProvideShoring --> CheckBracing[Verify Lateral Restraints]
CheckSafety -- No --> Proceed[Continue Demolition]
CheckBracing --> Proceed
| Aspect | Requirement |
|---|---|
| Shoring | Required if floor is weakened |
| Lateral Bracing | Must be adequate on supports |
| Demolition Sequence | Floor-by-floor, top-down |
| Safety Clearance | 6 m radius clear zone |
| Strip Width | Maximum 300 mm |
| Material Handling | Tag lines & standard signals |
| Work Platform | Prefer independent platforms |
This ensures safe structural support throughout floor removal.
| Parameter | Guidance |
|---|---|
| Tag Line Length | Minimum 3 to 4 meters for control |
| Load Distribution Planking | Minimum 50 mm thickness |
| Mechanical Demolition Barricade | Minimum 12 × wall height radius |
flowchart TD
DerrickLoad[Load from Derrick] --> Planking[Heavy Planking]
Planking --> FloorBeams[Floor Beams]
FloorBeams --> Girders[Girders]
Girders --> Structure[Building Structure]
Maintain strong floor support, avoid dropping steel, use tag lines and signals, and keep catch platforms clear during mechanical demolition.
Catch Platform Specifications
[ \text{Minimum Live Load} = 6100 , \text{N/m}^2 ]
Platform structure and connections must be engineered for this load plus self-weight.
| Parameter | Requirement |
|---|---|
| Width | ≥ 1.5 meters |
| Parapet Height | ≥ 1.0 meter |
| Live Load Capacity | ≥ 6100 N/m² |
| Material | Wood or equivalent |
| Plank Arrangement | Tightly joined, no gaps |
graph LR
BuildingFace -->|1.5 m| Platform[Catch Platform]
Platform --> Parapet[Parapet ≥ 1 m Height]
Platform --> Construction[Outriggers + Tight Planks]
Construction --> LoadCapacity[Supports 6100 N/m² Live Load]
Mechanical Demolition Safety and Methods
flowchart LR
SecureRope[Attach Supporting Rope] --> RemoveConcrete[Remove Concrete Ends]
RemoveConcrete --> ExposeRebar[Expose Reinforcement]
ExposeRebar --> CutRebar[Cut Reinforcement]
CutRebar --> LowerBeam[Lower Beam Under Control]
Follow systematic and controlled demolition sequences to maintain safety and structural integrity.
Guidelines for Demolishing Special Structural Elements
flowchart LR
AttachRope[Attach Supporting Rope] --> RemoveConcreteEnds[Remove Concrete Ends]
RemoveConcreteEnds --> ExposeReinforcement[Expose Reinforcement]
ExposeReinforcement --> CutReinforcement[Cut Reinforcement]
CutReinforcement --> LowerElement[Lower Beam/Column Safely]
Avoid dumping materials on catch platforms and always maintain controlled demolition practices.
| Aspect | Code Reference | Key Details |
|---|---|---|
| Fire Appliances | IS 2190:1979 | Types, capacities, and locations |
| Safety Helmets | IS 2925:1984 | Design and impact resistance |
| Demolition Safety Zones | IS 4130 Clause 13 | Barricading and exclusion areas |
graph TD
WallHeight[Wall Height H]
BarricadeRadius[Safety Barricade = 12 × H]
Equipment[Mechanical Equipment]
NoWorkers[No Personnel Zone]
WallHeight --> BarricadeRadius
BarricadeRadius --> NoWorkers
Equipment --> NoWorkers
Ensure fire safety equipment is accessible, maintain barricades, restrict personnel access during demolition, and mandate protective gear to reduce risks.
Frequently Asked
Per IS 4130 (1991), prior to commencing demolition, it is essential to conduct a comprehensive analysis of the building and its surroundings, focusing on load paths and support systems. A detailed, stage-wise demolition plan must be prepared and approved by the engineer-in-charge. Workers should be thoroughly briefed on safety protocols before each phase. It is also critical to ensure that no structural part or temporary support is overloaded beyond its safe capacity. These steps collectively minimize risks to personnel and adjacent structures during demolition.
IS 4130 mandates that all electrical services be disconnected and shut off at or beyond the property boundary before demolition starts, with prior consent from electrical authorities. Exceptions are permitted only for power lines essential to the demolition process. Electrical fixtures needed during demolition must be adequately protected or temporarily relocated, and all mains and meters should be removed or shielded from damage to ensure safety and compliance.
The code requires systematic and continuous debris removal throughout the demolition process. Openings for debris to pass through intermediate floors must not exceed 25% of the floor area, and the supporting floor must be capable of withstanding impact loads. Demolition should proceed floor-by-floor from top down, with safety clearance zones approximately 60 meters around the work area kept free of debris and personnel to ensure safe and efficient handling.
IS 4130 enhances worker safety at heights by mandating the installation of heavy planked catch platforms on exterior walls exceeding 20 meters, providing protection from falling debris. Safe access via well-maintained ladders, stairs, and passageways is required. During mechanical demolition, a barricade radius of twelve times the wall height is enforced, with no workers allowed inside the demolition zone, and equipment positioned to prevent debris hazards and protect adjacent structures.
Demolition of arches and chimneys necessitates expert engineering consultation. For arches, lateral restraint at the springing level must be established before removing spans. Spandrels should be demolished down to the springing line, and arch rings removed in controlled strips approximately 230 mm wide, using temporary centering if needed. Explosives, if used, should collapse the structure in a single operation. Chimney demolition follows controlled cutting and lowering techniques similar to reinforced concrete elements, under expert guidance, ensuring safety and structural stability.
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