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Project

Inside the Arrivals Walkway Canopy at IGI Airport, Terminal 2

About 8,200 sq ft of covered walkway on the Terminal 2 arrivals frontage, on columns that never touch the walking line — built in 40 days around a live airport.

Reviewed by Mohd. Talib, Senior Design Manager · Last updated: 26 September 20264 min read

An airport frontage is an unforgiving place to build. It cannot close, it is busy at every hour, and the one thing you are not allowed to do is narrow the route people walk along. Terminal 2 at Indira Gandhi International needed continuous overhead cover on its arrivals side - and needed it without losing any walkway width.

This is what that turned into, and why the constraints decided the structure.

The brief: cover the route, keep the width

Arriving passengers come out of the terminal and walk to the ground-transport kerb. Between those two points they were exposed - to Delhi's summer sun, and to the monsoon.

The obvious answer, a roof on columns, was the wrong one. Any column planted in a pedestrian route at an airport is an obstruction at exactly the wrong moment: peak arrivals, crowds moving in one direction, trolleys and luggage. The cover had to be continuous and the walking line had to stay its full width.

The constraint was not the span. It was that nothing could stand in the way of people walking.

The structure that answers it

A single line of raking steel columns set outside the pedestrian route, with the roof cantilevering over the walkway from that one side. Nothing lands in the walking line at all.

The membrane above it is one continuous ribbon running the length of the frontage, form-found in 3D and built up from double-curved panels. That curvature is doing structural work rather than styling: it pre-stresses the fabric so it stays rigid under wind uplift, and it gives the surface somewhere to send water rather than letting it pool or sheet off the edge onto the people underneath.

As standard for Ekra Decor, the steelwork was designed to IS 800 and the structure checked for wind, rain and, where relevant, seismic loading to the applicable Indian Standards.

Tensile walkway canopy along the arrivals frontage at IGI Airport Terminal 2, New Delhi
The arrivals frontage at Terminal 2. The columns rake away from the walking line; the roof reaches back over it.

Forty days, and why that was possible

The programme was 40 days. That number is less about speed on site than about where the work happened.

There was no room for a fabrication yard at an airport frontage and no possibility of closing it, so the steel was cut, welded, drilled and galvanised at the workshop and the membrane was patterned and welded into panels there too - all while the foundations were being cast at the terminal. Two clocks running at once.

By the time the steel arrived it was finished, and the concrete had had its curing time. What remained on site was erection and tensioning.

This is the general case, not a one-off: how long a tensile structure takes explains why the workshop and the site run as parallel timelines, and which stage is usually the real bottleneck.

Working around a live terminal

Terminal 2 operates around the clock. Crane lifts, material deliveries and the tensioning sequence were all planned around continuous passenger movement and airport security access, with the work zone fenced and handed back in sections.

None of that is glamorous and all of it is where an airport job is won or lost. The structure is the easy part; doing it without ever obstructing an arrivals hall is the job.

What the archive records, and what it does not

Worth being straight about. Ekra Decor's project records for this job hold the structure type, the location, the coverage and the programme:

  • Structure — T-2 arrival passenger walkway canopy, tensioned fabric on a raking steel frame
  • Location — IGI Airport, Terminal 2, New Delhi
  • Coverage — approximately 8,200 sq ft (about 760 m²)
  • Programme — 40 days
  • Scope — design, engineering, fabrication and installation

They do not record the membrane grade, the steel sections or a completion date, so none of those is quoted here or on the project page. Five site photographs survive. The full project entry →

Why this one is worth showing

Not because it is the largest thing in the archive - it is not. Because the constraints were the ones that actually test the method: a site that cannot close, a route that cannot narrow, and a programme measured in weeks.

A tensile structure suits that combination better than almost anything else, for the same reason it suits a car park that has to stay in use or a courtyard in a working building. Almost all of it is made somewhere else. Walkway tensile structures →

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Common questions

A continuous tensioned-fabric walkway canopy along the Terminal 2 arrivals frontage - a roofed pedestrian route from the terminal doors to the ground-transport kerb. Ekra Decor's records put it at roughly 8,200 sq ft, about 760 square metres, of covered walkway on a raking steel frame.

40 days. That was possible because the steel and the membrane panels were fabricated off-site while the foundations were being cast on site, so the work at the terminal was limited to erecting the frame and tensioning the membrane.

To keep the walkway clear. A single line of raking columns sits outside the pedestrian route and the roof cantilevers over it, so the full width stays open for arrival crowds and trolleys. Columns in the middle of a walkway at an airport are not an option.

By moving almost all the work elsewhere. With the steel and the membrane arriving finished, the on-site activity is foundations, erection and tensioning - and those are sequenced around continuous passenger movement, with crane lifts, deliveries and the work zone planned around airport security access.

Ekra Decor's archive entry for this project does not record the membrane grade, so none is quoted here. For a span and an exposure like this a PVC- or PVDF-coated polyester architectural fabric is the usual choice - PVC for cost, PVDF where the surface needs to stay clean for longer.

Yes, and the process is identical - survey, form-finding, structural design, off-site fabrication, site erection and tensioning. Only the span and the programme change. See walkway tensile structures for the general case.

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