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March 2000
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Eircom Telecommunications Mast, City West (No. 9 Mar-00)

The Eircom Network Management Centre is the Telecommunications Control Centre for Eircomai??i??s national and international telecommunications network. The building is designed as a sophisticated information technology control centre for the management and control of the telecommunications network.

Eircom Telecommunications Mast

Eircom Telecommunications Mast

The project comprises three distinct components:

The Network Management Centre is a large telecommunications control centre with a video screen wall where specialist operators control and manage the network.

The exposed structure to the office building comprised in-situ reinforced concrete beams spanning 10.5m from a circular reinforced concrete column inside the building to a circular hollow section column external to the south elevation. The floor slab structure is exposed coffered precast units which forms a permanently exposed ceiling to the building.
The co-ordination of the in-situ and precast elements had to be carried out to very tight tolerances to allow for the construction of the structure which is to be exposed as a permanent ceiling. Horizontal tying of the precast units to the in-situ elements was carried out by grouting bars into pre-formed pockets in the in-situ and precast elements.

To the front of the development adjacent to the Naas Road there is a telecommunications mast. The telecommunications mast was required to be a signal feature for the building indicating the presence of the Network Management Centre and functioning as a telecommunications mast to link the existing facilities on Three Rock Mountain and also at Dame Court in the City Centre. The site was specifically chosen due to its strategic link with direct visual sighting from the site to Three Rock and Dame Court. The initial concept schemes for the mast were prepared by Scott Tallon Walker Architects and various schemes were analysed to evaluate a preferred option.

The mast comprises a central circular hollow section spine with triangulated platforms at 5m centres. The mast rises from a landscaped mound which houses a telephone exchange, sub-stations and other service facilities for the Network Management Centre. It rises 25m above the landscape mound and a further 5m is hidden below the mound transferring through the telephone exchange to a pad foundation below. The mast acts as a vertical cantilever for normal loading requirements with a 525mm diameter circular hollow section at the lowest portion of the central core.

A fundamental requirement in the structural design of the mast was a requirement to limit the deflection at the large 2.5m diameter microwave antennae to within 0.5A? of Arc. This very tight deflection limit means that the head of the mast can only deflect by approximately 90mm under full wind loading conditions.

The central core of the mast is stiffened to reduce deflection by incorporation of an arrangement of cables. The four platforms of the mast are formed by cantilevering rectangular hollow sections from the centre core. These cantilever legs support a series of outrigger cables in a triangular plan format which gives a tension member to a truss spanning vertically as a propped cantilever. The first primary platform which is approximately 10m above the landscape berm is cable stayed and guyed back using a series of high strength stainless steel cables.
A vertical access ladder with a safety harness attachment cable is provided to give access to each platform. A vertical cable management system is incorporated to the rear of the ladder. A horizontal cable management system is incorporated on each platform which is formed from flow forge decking. An antennae attachment system is incorporated into the deck using a series of channels and attachment to the handrail.

Full details of erection sequence was provided as part of the tender documentation. The mast was erected in sequence with the incorporation of hidden bolt connections between the platforms and the vertical sections of the mast. A fully detailed stressing sequence for the cables was also provided at tender stage.

Detailed 3-dimensional structural analysis of the mast at its various stages of construction were carried out using CADai??i??s 3D Structural Analysis.

Checks of the fabrication of the mast were carried out in the workshop of SIAC Butler Steel who were the chosen specialist contractor. Downer International provided the stainless steel cabling and carried out the sequential stressing of the cables in accordance with agreed methods.

Martin McGrath
Oai??i??Connor Sutton Cronin
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