Published on: 2026-06-22 by JND Editorial Team
Discover the step-by-step engineering guidelines and field execution methods used by JND InfraSteel for large-diameter MS pipeline laying and commissioning.
Published on: 2026-06-22 by JND Editorial Team
*Discover the step-by-step engineering guidelines and field execution methods used by JND InfraSteel for large-diameter MS pipeline laying and commissioning.*
Bulk water transmission networks are the lifelines of agricultural irrigation and municipal drinking water grids. For transmitting water over long distances under high pressures, Mild Steel (MS) pipelines are the preferred choice of engineers due to their high tensile strength, ductility, and capacity to withstand heavy ground loads.
Laying large-diameter MS pipes requires a strict construction sequence, advanced welding coordination, and comprehensive corrosion protection to achieve a design life of over 50 years.
JND InfraSteel follows a highly structured, code-compliant pipeline laying methodology:
Our engineering team utilizes GPS total stations to align the route. Trenching is carried out with heavy excavators. The bottom of the trench must be graded and cleared of sharp rocks, followed by the laying of a 100mm sand cushion bed to protect the pipe coating.
MS pipes, weighing up to 8 tons, are transported to the trench side. They are lifted and positioned using specialized cranes with soft webbing slings to prevent scratching the anti-corrosive coating.
The pipes are aligned using internal clamps. Joint welding is executed by certified welders using Manual Metal Arc Welding (MMAW) with low-hydrogen electrodes. The weld profile must conform to ASME Section IX codes.
Steel is prone to oxidation in saline soils. JND InfraSteel utilizes dual-layer protective barriers:
| Pipeline Phase | Critical Parameters | Standard Conformed | Inspection Method |
|---|---|---|---|
| Trench Bedding | Compaction > 95% MDD | IS 2720 | Sand cone density test |
| Butt Welding | Full penetration, zero porosity | ASME Section IX | Radiographic / Ultrasonic check |
| Coating Integrity | Holiday-free wrapping | IS 10221 | Holiday detector (15kV) |
| Hydrostatic Testing | 1.5x design pressure hold | IS 5822 / IS 12288 | Gauged pressure hold for 24 hours |
Once a section (typically 1 to 2 km) is completed and backfilled, it undergoes hydrostatic pressure testing. The section is isolated with steel blank flanges, filled with water, and pressurized to 1.5 times the design working pressure. The pressure is held for a minimum of 24 hours to verify zero drop, ensuring absolute leak-proof performance.
Mild Steel has far superior tensile strength and structural rigidity, allowing it to withstand high working pressures (above 15 bar) and heavy soil overburdens in large diameters (above 1000mm).
A Holiday Test uses an electrical probe to detect micro-pinholes, voids, or thin spots in the anti-corrosive outer wrapping by sparking when a defect is passed over.
After field welding is completed, the internal weld joint is manually filled and coated with food-grade cement mortar or specialized liquid epoxy.
In standard soils, a minimum soil cover of 1.0 meter is maintained above the pipe crown to protect it from traffic loads.
Expansion joints, flexible couplings, and gradual horizontal/vertical bends are integrated into the alignment to absorb thermal movements.