A system for the transportation of loads and/or persons at height comprises at least one car defining at least one cab for the transportation of loads and/or persons, and comprises a (tangible) cable transport component/unit/device/machine (or the like) of the car adapted to move the latter suspended at height; and a (tangible) movement component/unit/device/machine (or the like) of the car onto the ground.
A spillway water system comprising at least one adjustable barrier sluice gate of one watercourse and defining: one upstream stretch and one downstream stretch of the watercourse arranged upstream and downstream of the sluice gate respectively; one spillway point arranged at a spillway height and at which a spillway water flow rate skims which flows from the upstream stretch and flows into the downstream stretch; the sluice gate comprising adjustment device/unit adapted to raise or lower the spillway height; a first measurement device/unit for measuring the level of water flowing along the downstream stretch; a second measurement device/unit for measuring the level of water of the upstream stretch; and a command device/unit of the adjustment device/unit operatively connected to the first and to the second measurement device/unit and configured to raise or lower the spillway height depending on the level measured by the first and the second measurement device/unit.
The system (7) for the transportation of loads and/or persons at height comprises at least one car (1) defining at least one cab (2) for the transportation of loads and/or persons, and comprises: - cable transport means (4) of the car (1) adapted to move the latter suspended at height; - movement means (6) of the car (1) onto the ground.
The spillway water system (1), comprising: at least one adjustable barrier sluice gate of one watercourse and defining: - one upstream stretch (2) and one downstream stretch (3) of the watercourse arranged upstream and downstream of the sluice gate itself respectively; - one spillway point (14) arranged at a spillway height (H) and at which a spillway water flow rate skims which flows from the upstream stretch (2) and flows into the downstream stretch (3); the sluice gate (6) comprising adjustment means adapted to raise or lower the spillway height (H); first measurement means (4) for measuring the level of water flowing along the downstream stretch (3); second measurement means (5) for measuring the level of water of the upstream stretch (2); command means of the adjustment means operatively connected to the first and to the second measurement means (4, 5) and configured to raise or lower the spillway height (H) depending on the level measured by the first and the second measurement means (4, 5).
E02B 8/06 - SpillwaysDevices for dissipation of energy, e.g. for reducing eddies
5.
PROCEDURE AND SYSTEM FOR THE OPTIMIZATION OF THE EXCAVATION PROCESS OF AN UNDERGROUND WORK, FOR THE MINIMIZATION OF THE RISKS INDUCED ON INTERFERED WORKS
The system (S) for the optimization of the excavation process of an underground work, for the minimization of the risks induced on interfered works comprises a determination and storage unit (Ul) for the determination of a plurality of basic parameters needed for the assessment of the phenomena and induced risk scenario in interfered works, starting from a plurality of documents (Dl, D2) in electronic format, and for the structured storage of the basic parameters inside a database (DB); a definition unit (U2) of a plurality of induced risk scenarios which could occur in interfered works, starting from the basic parameters stored on the database (DB); an application unit (U3), for each of the scenarios generated by the definition unit (U2), of predefined geo- mechanical, hydro-geological and structural models, for the quantitative measurement of the factor of risk and/or damage (R) in interfered works; an aggregation unit (U4) of each measurement of the factor of risk and/or damage (R) in interfered works, obtained from the application unit (U3) for each of the scenarios, to obtain a synthesis of the induced risk on the interfered works.
The system (S) for the calculation of the level of risk in the proximity of the excavation front of an underground work comprises a determination and storage unit (U1) for the determination of a plurality of basic parameters needed for the calculation of the level of risk in the proximity of the excavation front of the underground work, starting from a plurality of documents (D1, D2) in electronic format, and for the structured storage of the basic parameters inside a database (DB); a definition unit (U2) of a plurality of scenarios which could occur in the proximity of an excavation front of the underground work, starting from the basic parameters stored on the database (DB); an application unit (U3), for each of the scenarios generated during the definition phase, of predefined geo-mechanical and hydro-geological models, for the calculation of a series of possible embodiments (R) for each scenario; an aggregation unit (U4) for the aggregation of punctual evaluations of the level of risk for each possible embodiment (R), to obtain a synthesis of the risk calculated in the proximity of the excavation front of the underground work.
G06Q 10/04 - Forecasting or optimisation specially adapted for administrative or management purposes, e.g. linear programming or "cutting stock problem"
G06Q 10/06 - Resources, workflows, human or project managementEnterprise or organisation planningEnterprise or organisation modelling
E02D 29/00 - Underground or underwater structuresRetaining walls
7.
Procedure for the construction of cross passages in double pipe tunnels
excavating the bypass tunnel making the tunnel boring machine move forward from the launching chamber to the arrival chamber along a direction transversal to the first pipe and to the second pipe.
E21D 9/00 - Tunnels or galleries, with or without liningsMethods or apparatus for making thereofLayout of tunnels or galleries
E21D 11/00 - Lining tunnels, galleries or other underground cavities, e.g. large underground chambersLinings thereforMaking such linings in situ, e.g. by assembling
Procedure for the construction of underground transport infrastructures, comprising the steps of: • - excavating an underground transport tunnel (1, 2) comprising a first pipe (1) and a second pipe (2) substantially parallel to one another; • - making a bypass tunnel (4) connecting the first pipe (1) and the second pipe (2) which comprises the sub-steps of: • - introducing a launching chamber (5) along the first pipe (1) up to a first predefined position (PI) chosen along the longitudinal direction (Dl) of the first pipe (1), the launching chamber (5) being able to launch a tunnel boring machine (6); • - introducing an arrival chamber (7) along the second pipe (2) up to a second predefined position chosen along the longitudinal direction (D2) of the second pipe (2), the arrival chamber (7) being able to receive the tunnel boring machine (6); • - excavating the bypass tunnel (4) making the tunnel boring machine (6) move forward from the launching chamber (5) to the arrival chamber (7) along a direction transversal (T) to the first pipe (1) and to the second pipe (2).
patents
