Bridge tower vast utilities

Abstract

The Bridge Tower Vast Utilities comprise: multilevel blocks of recreation and pleasant entertainment arenas by usage the unique qualities of bridges as attracting, uniting structures which people always like to visit and enjoy, high-efficient energy contributors, reliable technological protection from forced oscillations, caused with gusty winds, traffic vibroeffects, earthquakes, by self-dampening flexible anti-resonance structures of the combined bridge tower column and poly flexible foundation. The swimming pools, observation lots, orchards, children centers, aquarium, jet-yacht station, parking lots, ramps, elevators, infrastructures are combined with regular transportation and architectural means of civil bridges into an integrated system. This proposal provides much shorter and faster rate period of investment returns by effective and full serving for customers and owners with natural unique substance and attractive utilities of new and reconstructed civil bridges, which could be converted into well-desired and high-profit structures.

1 . Bridge tower vast utilities comprising multilevel blocks each including attractive tower-proper and bridge-unique arenas in wide additions to bridges regular transportation and architectural functions. 
   
   
       2 . The utilities of  claim 1  wherein said blocks can include:
 rings for around area and underwater observation,   upper and underwater swimming pools,   aquarium and underwater-world stage,   orchards and children centers,   chess and music halls,   jet yacht-station with motorboats,   elevators, parking stalls, up and down ramp-driveways   service and maintenance systems, general infrastructures.   
   
   
       3 . The utilities of  claim 1  wherein said blocks, each including several floors-levels, are located atop, and in the middle, and in water zone of the bridge tower. 
   
   
       4 . The floor-levels of  claim 3  can be either static and slow rotating by detail design. 
   
   
       5 . The utilities of  claim 1  wherein said multilevel blocks of the bridge tower can preferably include:
 hydrodynamic closed loop turbosets-self-boosters by patent application Ser. No. 11/399,611 filed Apr. 07 2006 as efficient sources of electric power;   dynamic natural heaters by patent application Ser. No. 11/373,678 filed Mar. 13 2006, as efficient poly purpose heating devices;   ring jet propulsors by patent application Ser. No. 11/581,271 filed Oct. 16 2006, as effective water jet propelling units for motorboats of the tower yacht-station.   
   
   
       6 . The bridge tower vast utilities including means of anti-resonance combined defense and stability with various self-dampening during any possible forced oscillations caused by gusty winds, traffic vibroloads and local earthquakes, and comprising:
 an assembly of vertical trunks forming a joint tower column, and   polyflexible foundation structure, and   kits of cross diagonal, preferably steel, guy cable ropes connected to torsion bars.   
   
   
       7 . The utilities of  claim 6  wherein said assembly comprises trunks with different mutual orientation, cross-section dimensions, and masses, thus providing substantially different natural frequencies of own free vibrations for any adjacent trunk in joint tower column. 
   
   
       8 . The trunks of  claim 7  are vertically hole, with cross ribs and include spaces for ramps, elevators, parking stalls, and infrastructure facilities by detail design. 
   
   
       9 . The trunks of  claim 7  include multiple loaf-curved springs located in recess-pockets at various heights of the trunks to provide flexible and self-dampening connections among any adjacent trunks into joint column. 
   
   
       10 . The utilities of  claim 6  wherein said polyflexible foundation structure comprises:
 at least two plates with plane surfaces and gap rooms for flexible connections of upper plate: with tower joint column; and with lower plate.   
   
   
       11 . The polyflexible foundation of  claim 10  includes curved leaf springs placed around said plates in gap rooms between:
 upper plate and joint column structure, and   upper and lower plates.   
   
   
       12 . The utilities of  claim 6  wherein said kits of cables ropes and torsion bars are connected to trunks of joint column structure and multilevel blocks of  claim 1  thus providing combined self-dampening to the forced oscillations by effective mutual superposition of natural own free frequency oscillations and any exterior vibrations, working together with other said integrated flexible means of the column and foundation.