TBM SHAFT ROOF IN GIRONA

Name and location

TBM shaft roof in the urban high-speed railway tunnel in Girona.

Key features

Span: 24.15 m
Surface: 900 m2
Materials: steel trusses.
Construction: conventional for this typology.

Property

Railway Infrastructure Administrator, ADIF

Construction

TRAGSA
2016

Intervention

Construction project for TRAGSA, technical assistance and engineering construction work.

General information
Drawings
Construction pictures

General information

Cubierta-Girona-principal

The roof for the shaft in which the TBM used for the construction of urban high-speed railway tunnel in Girona was assembled consists of a series of isostatic Warren steel trusses, whose span is 24.15 m.

Trusses depth, measured as the distance between top and bottom chords, is constant and equal to 1670 mm.
Longitudinally, trusses are placed each 1.50 m.

A 4 cm depth steel grating (“tramex”), with an allowable load of 5 kN/m2, is placed on the trusses.

Trusses are entirely built using square hollow sections, braced by pairs also with transverse square hollow sections welded in the joints. Additionally, between top chords, a bracing consisting of a triangulation using L steel sections is designed.

Trusses are supported by elastomeric bearings.

Drawings

Cubierta-Girona-principal

Cubierta Girona. Planta general

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Cubierta Girona. Sección transversal general

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Cubierta Girona. Celosías – definición general

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Cubierta Girona. Celosías – detalle

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Construction pictures