3D Fink Beams

Diagonal 80 Structure

By admin


Sub-stressed tendon beams, a spatial type of girder in itself, in a two-dimensional double Y configuration, connected by pillars which replicate the plan organisation in elevation. The horizontal components are sub-stressed beams that bridge the narrowing widht of the site with a single span and bifurcate when they reach the building perimeter.




Cristina Díaz Moreno & Efrén García Grinda
Paseo Imperial 6, 1c. 28005 Madrid
info(at)cero9(dot)com / t-f +34913653527


Optimized for Din and Didot fonts

Future Now!

Golden Dome for ESA Paris exhibited in MOT (Museum of Compemporary Art) Tokyo
Diploma 5 at the AA. Projects Review exhibition will be exhibiting Dip5 work soon!
Cherry Tree Palace in Jerte Valley is facing the lastest phase of its construction
Giner de los Ríos fundation in Madrid is nearly finishing its construction