Reinforcement of pipes, on lines 1 and 2 of the aqueduct of the Cutzamala System, from Oscillation Tower 5 to the Analco-San José Tunnel, State of Mexico.
Reinforcement of pipes, on lines 1 and 2 of the aqueduct of the Cutzamala System, from Oscillation Tower 5 to the Analco-San José Tunnel, State of Mexico
Design of tube reinforcement in the sections between Oscillation Tower 5 and the Analco-San José Tunnel, State of Mexico. p>
Rehabilitation and reinforcement of 12 PCCP tubes of 99 "diameter, through the placement of post-tensioned tendons.
Coating of pre-stressed concrete pipe of 7.32 meters in length with installed post-tensioned tendons. p>
Supply and installation of extruded tendons with plastic coating, type DSI including: wedges, protection seals for corrosion, side plates, grease, portacuñas and anchor wedges. p>
Design of cathodic protection for anchors and tendons, as well as ensuring the integrity of the prestressed concrete pipe.
Use of concrete cast with synthetic fibers of high strength reinforcement with a minimum f'c of 300 kg / cm2 according to ASTM C 1609-05. The cement and the aggregates should be mixed wet, and should include reinforcement with fiber, with a suitable equipment that releases under pressure, through a hose; water and pressure additives. Sickness factor of 14 cm.
Structural design for the repair of existing 99 "diameter concrete pipe by post-tensioned tendon method.