How we did it… How we do it

BASIC ANALYSIS OF FORMWORK OPERATION BASIC CONDITIONS The FORMWORK that we propose here and that will subsequently be developed in detail has to adapt to the following conditions. You must confine a block

1997

FORMWORK CORONATION SUPERSTRUCTURE OF THE PIER APPROACH Over the FLOATING BOXES that once anchored constitute the PIER BERTH must be built mass concrete blocks that make up the superstructure of SAID PIER. The

1997

TECHNOLOGICAL INNOVATION IMPLEMENTED IN THE WIRTH SINGLE-SHIELD TUNNEL BORING MACHINE PAJARES TUNNELS. LOT 3. VIADANGOS - TELLEDO Client: Administrador de Infraestructuras Ferroviarias A.D.I.F. (Railway Infrastructure Administration) Ministry of Development. Execution: 2005 -

2005 -2008

Paso inferior Sta.Mª de la Cabeza - Madrid

2001

INFLUENCE WAVE SYSTEM FORWARD FORMWORK ON-SITE SUBMERGED SURVEY ANALYSIS FROM THE DATA OF THE BUOY OF GIJON (YEARS 95-96-97) We start with the STATE OF THE SEA GRAPHICS provided by the Department

1995 -1997

ORIENTATION RECONSIDERATION OF ON SITE EXECUTION OF FLOOR SLABS- HEDGE FUNCTION OF FLOOR SLABS The floor slabs for execution of the FORGED are only the same FORMWORK, in such a way that

1998

DIFFERENT ALTERNATIVES TO BUILD A FALSE TUNNEL IN THE URBAN AREA Different alternatives are proposed to the construction of a FALSE TUNNEL IN THE URBAN AREA. The FILLING layer until reaching

1997

PRELIMINARY ANALYSIS OF SOLUTIONS IN THE RIA DE NAVIA SOLUTION WITH FLOATING BOXES MANUFACTURING WITH TRAY IN NAVIA You need a PIT at a height of -9m in a water depth at

1998

SUBSIDENCE INSTRUMENTATION AND STUDIES ROAD TUNNEL CONNECTING C/ Mª MOLINA AND CN-II Client: Madrid City Council Budget: 43.21 million euros Execution: 2001 - 2003 This tunnel provides a direct link from the c/ Mª

2001 -2003

PREFABRICATED MATERIAL FOR THE PERIMETER WALL The execution corresponds to the type of PREFABRICATION "ON-SITE" with transport of MOULDS instead of transport of PARTS avoiding STOCKPILING PARK and intermediate movements. • The

1997

DEMOLITION OF A CONCRETE RO-RO RAMP USING EXPANSIVE MORTAR EXPANSION AND UPGRADE OF THE COS NOU QUAYS IN THE PORT OF MAHON Client: The Balearic Islands Port Authorities Execution: 2005 – 2007 The works

2005 -2007

Service Installation of urban areas through angled drilling

THE USE OF SUITABLE SOIL IN THE 
CREATION OF EMBANKMENTS NEW M-45 HIGHWAY. STRETCH: O'DONNELL - N-IV LINK Client: Community of Madrid. Contractor: TRADOS 45 (Cintra - Invinsa) Execution: 1999 - 2002 The

1999 -2002

CONTROL TOWER SHAFT CLIMBING SOLUTION Although this solution was not accepted by the Designer, who preferred its prefabricated solution, we thought it would have been a VALID ALTERNATIVE because the aesthetic

1997