Sustainable structural rehabilitation and strengthening of the "Ponte delle Grazie" bridge in Faenza, Italy

FIB Conference: Sustainable Concrete: Materials and Structures

Micheloni, M.^1 ; Monica, M La^1 ; Parmeggiani, D.^2 ; Barchi, P.^2

Studio Micheloni, Florence, Italy^1

Unione Romagna Faentina - Settore Lavori Pubblici, Faenza, Italy^2

关键词: Atmospheric agents;    Chemical aggression;    Fiber reinforced cement;    infrastructure;    Low elastic modulus;    Rehabilitation procedures;    Structural behaviour;    Structural rehabilitation;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/442/1/012021/pdf
DOI  :  10.1088/1757-899X/442/1/012021

来源: IOP

【 摘 要 】

The "Ponte delle Grazie" is a three span bridge, with a total length of 72 meters, built between 1948 and 1952 in Faenza, Italy. The reinforced concrete main beams of the deck have undergone a strong deterioration over the years. In detail atmospheric agents and chemical aggressions caused a strong deterioration of the concrete, up to the point of making the structure not accessible and at risk of collapse. In fact, the five main beams were heavily damaged, as well as the concrete bearings were strongly compromised. So, an urgent intervention was necessary to save the structure of this historic bridge. A delicate restoration has allowed to remove the deteriorated concrete and to restore the resistant sections with new materials compatible with the old remaining structures. In particular, a specific rehabilitation procedure was studied using fiber-reinforced cement mortar with low elastic modulus, that is shrinkage compensated, in combination with composite materials reinforcements. Without modifying the structural behaviour of the bridge, the deteriorated concrete was restored and reinforced, in a sustainable way, in order to make the structure safe and usable again.