Atocha-Chamart\u00edn tunnel (Madrid). \/ PHOTO_ELVIRA VILA<\/p><\/div>\n
According to Adif, the tunnel, whose boring was completed on 11 February 2011, improves the operating model of the two Madrid stations converting them from a terminal configuration to through-stations. Commissioning of the tunnel will also facilitate high-speed train access to the Fuencarral railway workshops (in Chamart\u00edn) and Cerro Negro workshops (next to Atocha) for maintenance. Once the Atocha through-station is built, Madrid will have the luxury of having its high-speed stations connected, a situation that is still pending in other major European cities. Operators will be able to choose between Chamart\u00edn or Atocha stations for their high-speed train arrivals and departures to and from the capital.<\/p>\n
With a length of 6.8 kilometres, the tunnel, whose boring began in 2010, runs under the city\u2019s main arteries and emblematic monuments and buildings such as the Puerta de Alcal\u00e1 and the Archaeological Museum. Equipped with some of the most modern railway technology available\u00a0 in terms of safety and protection systems, it boasts a slab track with embedded rail, rigid overhead catenary, nine emergency exits and signalling and communication systems with a high level of safety. From the very start, Ineco participated by providing Adif with project and environmental management, geotechnical consulting, building inspection and acoustic monitoring services. Ineco was later responsible for technical assistance on track assembly, electrification and signalling.<\/p>\n
Nine emergency exits<\/b><\/h4>\n
Constructed at a depth of about 40 metres, the tunnel features nine emergency exits, one per kilometre: three along Serrano and the others at Atocha, Calle Espalter, Plaza de la Rep\u00fablica Argentina and Calle Hiedra, Calle Alberto Alcocer and Calle Concha Espina. In the image, the emergency exit leading to Calle Espalter.<\/p>\n
A UNIQUE TECHNICAL BUILDING<\/h3>\n
The building has fibre-reinforced concrete panels and a tubular steel substructure, instead of the usual concrete walls, making it possible to optimize the installation of the fa\u00e7ade insulation.<\/strong><\/p>\nChamart\u00edn technical building. \/ PHOTO_ELVIRA VILA<\/p><\/div>\n
The technical building at Chamart\u00edn station on the Madrid-Chamart\u00edn-Torrej\u00f3n de Velasco section has two floors to house equipment for services (power, batteries, telecommunications and signalling) as well as offices, storage areas, access roads and a platform for loading and unloading. The Siemens-Thales Joint Venture constructed the building from a project drafted by Ineco, which also provided site management with technical assistance.<\/p>\n
In spite of the industrial nature of this type of technical building, an appearance that fit better with the urban environment was sought and achieved thanks to the choice of prefabricated GRC concrete panels (fibre-reinforced concrete), which required minimal thickness, with stiffness provided by the tubular steel substructure. The space gained was used to install the insulation, which is continuous across the fa\u00e7ade, minimising the number of thermal bridges. This prefabricated panel system makes it possible to have many different tones, textures and designs. These details make these walls different from typical concrete infrastructure walls and make them resemble prefabricated architectural finishes used in urban construction.<\/p>\n
WATCH THE CALCULATIONS<\/h3>\n
The commissioning of the section of high-speed line between Madrid-Puerta de Atocha station and Torrej\u00f3n de Velasco, slated for 2018, required the inspection of 34 new structures with a total length of 3.1 kilometres, a job carried out by Ineco for Adif.<\/strong><\/p>\nLast summer, Ineco began carrying out load tests and inspections on all of the structures of the section between Atocha and Torrej\u00f3n de Velasco of the new Levante rail access, which passes through the southern part of Madrid and the towns of Villaverde, Getafe, Pinto and Torrej\u00f3n de Velasco. In total, the new tracks have 34 structures and more than 2.5 kilometres of viaducts. The work to be carried out on bridges, pergolas and viaducts in this type of contract includes full verification of the condition of the structures, consisting of formulating inventories, preliminary inspections, bridge instrumentation, carrying out load tests, as well as calculating the bridge behaviour during testing, and ending with the main inspection of each structure and completion of A1 (communication of inspections to the register of railway bridge inspections) and A2 (load test report) procedures. All of this is collected and published in the final load-test report. This ensures compliance with the mandatory Instruction on Railway Bridge Technical Inspections (ITPF-05), which regulates both inspections and load tests carried out on newly constructed bridges, as is the case, and even on service bridges.<\/p>\n
Its most significant infrastructure \u2013in addition to the Chamart\u00edn-Atocha tunnel mentioned above\u2013 include the provisional tunnel under Atocha station, 879 metres long and consisting of single track, the Perales cut-and-cover tunnel (390 m), and the viaducts over Calle Comercio and the C-5 commuter rail line (127 m), the Abro\u00f1igal viaduct (149 m), the Santa Catalina viaduct (429 m over the M-40, and a total of 649 m), the 1.1 viaduct over the Madrid-Levante HSL, Seville branch (1,079 m) and the pergola over the Madrid-Seville HSL (93 m).<\/p>\n
THREE UNIQUE METAL VIADUCTS<\/b><\/h4>\n
Of the 34 new structures, three unique viaducts stand out for their location, design and construction process:<\/p>\n
\n- Comercio street viaduct
\n<\/b><\/b>This is a 129.5 metre-long bridge with steel structure and auxiliary elements weighing 1,130,000 kg over Calle Comercio and the C-5 commuter rail line (M\u00f3stoles-Humanes). Its highly complex construction is due to the viaduct structure with a variable radius of curvature. The structure consists of two metal lateral lattices on both sides of the railway platform, connected every 3.50 m by metal beams on which the concrete deck rests. It has a total length of 129.5 m, distributed over 4 continuous spans. The viaduct construction was executed in such a way as to minimize the disruption of public roads and rail traffic.<\/p>\nComercio street viaduct (Madrid).<\/p><\/div><\/li>\n
- Abro\u00f1igal viaduct
\n<\/b><\/b>The Abro\u00f1igal viaduct is located near Atocha station, next to the C-4 commuter rail line. It covers a length of 144.5 metres and is built with three spans on a large metal structure with reinforced box-girder elements and welded joints, forming a thick sail-shaped lattice, with a reinforced concrete deck on floor slabs, joined to metal girders by metal connectors. The track layout is straight but eccentric towards the left-hand side.\u00a0The bridge can only be accessed through abutment 1 (Atocha side), fitted between the tracks on the left-hand side and the embankment towards Calle Embajadores. The access tracks to Adif\u2019s Entrev\u00edas workshop and the road tunnel from Calle Embajadores to the same workshop run beneath it. This was a conditioning factor for both the construction as well as the load test and the inspection.<\/p>\nAbro\u00f1igal viaduct (Madrid).<\/p><\/div><\/li>\n
- Torrej\u00f3n de Velasco: viaduct over the Madrid-Levante HSL
\n<\/b><\/b>The section between Torrej\u00f3n de Velasco and the branch that connects to the Madrid-Andalusia high-speed line runs between the municipalities of Torrej\u00f3n de Velasco (Madrid) and Yeles (Toledo), and corresponds to the branch that connects the Madrid-Castilla La Mancha-Valencian Community-Region of Murcia and Madrid-Andalusia high-speed lines. The railway track is over 7 kilometres long. This section\u2019s most notable elements include the construction of a 1,079 metre viaduct and a pergola 93 metres long.\u00a0In the case of the load test, in order to avoid interfering with the lower track, the vertical sag or deformations of the metal deck of span 10 was measured using a laser.\u00a0In terms of the inspection, it posed the usual difficulties of a viaduct of this size, such as inaccessible metal elements, except for the deck, which has hatches in the bottom sheet in sections 9 and 11, next to the part that joins to the concrete deck.<\/p>\nMadrid-Levante HS viaduct (Torrej\u00f3n de Velasco).<\/p><\/div>\n