US3475915A - Underwater structures - Google Patents

Underwater structures Download PDF

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Publication number
US3475915A
US3475915A US721753A US3475915DA US3475915A US 3475915 A US3475915 A US 3475915A US 721753 A US721753 A US 721753A US 3475915D A US3475915D A US 3475915DA US 3475915 A US3475915 A US 3475915A
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ribs
underwater
liquid
pressure
new
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US721753A
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Richard Caplan
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Technautics Corp
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Technautics Corp
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00—Hulls characterised by their structure or component parts
    • B63B3/13—Hulls built to withstand hydrostatic pressure when fully submerged, e.g. submarine hulls

Definitions

  • the first class of structures are those constructed from rigid materials, steel, aluminum, etc., having adequate compressive strengths to resist deep water compression forces, in accordance with conventional pressure-vessel design practice.
  • the bathyscaphe Trieste, the Sealab vessels, and the oceanographic research submarine Aluminaut are representative of these structures which have descended to enormous depths, the record descent being deeper than 35,000 feet.
  • the design requirements for these or any other underwater structures are severe, since the pressures of the sea approximate one atmosphere (14.7 p.s.i.) for every 28 feet of descent. Thus, for example, the crushing forces on a seven foot sphere at depths beyond 32,000 feet are in excess of 100,000 tons.
  • the other class of structures are air inflatable, collapsible underwater tents of the so-called SPID-type (submersible portable inflatable dwelling). These structures are essentially reinforced, impermeable fabric balloons which are inflated beneath the water at comparatively shallow depths, by air (a compressible fluid) which is maintained at a pressure equal to the external pressure.
  • these underwater tents or balloons are absent structural members and are not adapted for depths much in excess of 400 feet.
  • the present invention provides a new and improved collapsible structure which may be employed in a family of habitable underwater structures or shelters especially well adapted for use at the depths of the continental shelf, approximately 600 feet.
  • the basic elements of the new structures are collapsible, substantially circular tubes of circular cross section which may be filled with an incompressible hydraulic fluid to give the submersible its final closed shape.
  • the geometry of the tubes maintains the liquid cores in compression at all times.
  • the water filled tubes are highly eflicient pressure resisting members in which there are substantially no bending forces.
  • the pressure resisting members of the invention are not subject to buckling as is the case with conventional solid compression members. Nevertheless, the new submersibles will provide its occupants with protection comparable to that of conventional rigid pressure vessels.
  • the internal atmosphere of the new shelters need only be maintained at or slightly above atmospheric pressure, regardless of the external pressures of the deep sea.
  • a preferred embodiment of the new structure is spherical in shape and comprises a membraneous skin, advantageously a reinforced, synthetic fabric material, which cooperates with a network of fluid-filled, collapsible, generally circular tubular load bearing rib elements.
  • the pressure-resisting ribs are, in effect, composite structural members having tubular casings of solid material (plastic) definitive of the boundaries of the elements and incompressible liquid cores which completely fill the casings.
  • the arcuate ribs are partially solid and partially liquid, with the liquid cores working in compression and the solid casings working in tension.
  • the critical design parameter of the new structures will be the abihty of the chosen materials to resist deformation induced by tension (tensile strengths).
  • tensile strengths With an ideal skin, i.e., one which is not permanently deformable regardless of the tensile stretching forces applied thereto, the new structure theoretically could withstand the compression forces of infinite depths. It is, of course, well established that solids resist tension forces much more readily than compresion forces.
  • the entire structure which is primarily a network of thin-walled plastic tubes enveloped by or otherwise cooperating with a continuous skin, may
  • the collapsed structure may be readily submerged and then anchored at a predetermined underwater site. Thereafter, it may be erected by completely filling its structural elements with liquid (an incompressible fluid) while introducing pressurized air into the inner space of the structure.
  • liquid an incompressible fluid
  • FIG. 1 is a cross-sectional view of an erected underwater structure embodying the inventive principles.
  • the new underwater structure 10 of the invention is shown as the spherical crew compartment of a mesoscaphe (a submersible for medium depths).
  • the illustrated mesoscaphe also includes a selectively pressurizableentry and exit lock 20 and a selectively fillable ballast hold 30.
  • the lock 20 which is of conventional pressure vessel construction and which is suitably affixed in a watertight manner to the compartment 10 by means of a collar manifold 13 which will be described in greater detail hereinafter.
  • the lock 20 has an upper hatch 21 leading directly into the compartment 10 and a lower hatch 22 leading into the sea.
  • the spherical crew compartment is, in effect, anchored to the annular ballast hold 30, which may be of cast concrete or other suitable construction.
  • the hold 30 3 can be selectively ballasted with sea water to sink the mesoscaphe.
  • the new structure comprises a substantially spherical, continuous external skin 11 which is supported by an internal system of the new pressureresisting members, liquid-filled ribs 14, 15.
  • the ribs are arcuate and terminate at opposite poles of the spherical compartment 10 defined by a rigid crown manifold 12 at the top and a collar manifold 13 at the bottom.
  • the skin 11 may be fabricated from any tough, impermeable, sheet material, such as impregnated reinforced nylon fabric, which possesses flexibility and sub stantial non-deformability when subjected to tension (i.e., tensile strength).
  • the longitudinal or vertical members 14 are permanently connected to radially extending nipples 16 in the crown manifold 12 and collar manifold 13 and are disposed in a skeletal array interiorly of the latitudinal members which are arrayed to define a spherical shell.
  • the tubular casings or boundaries 14a, 15a of the circular rib members 14 and 15 are defined by collapsible, seamless, substantially non-deformable plastic tubes, although in some applications it may be desirable to fabricate the rib casings and the external spherical skin from the same or similar reinforced fabric material.
  • the skeletal system of ribs 14 and the shell system of ribs 15 are independent of one another, as shown.
  • the latitudinal, liquid-filled ribs 15 may be arrayed as a continuous helix extending from the crown 12 to the collar 13. The turns of the helix gradually increase in diameter to an equatorial turn and then decrease in diameter as shown.
  • the ribs 15 may be in the form of discrete, abutting toroids of graduated diameter which are stacked between the crown and collar to define a generally spherical shell.
  • the ribs 14, 15 and the external skin 11 are linked to each other in a predetermined configuration definitive of the final spherical shape, by slip connections or loose ties 40 of nylon cord or the like which accommodate predetermined limited, mutual displacement and yielding of the elements of the structure during erection and while in service.
  • this loose tying together of the network of ribs 14, 15, and the external skin 11 of the new structure provides the structure as a whole with limited built-in resiliency, which enables the structure to adjust dynamically to any stresses and to assume its final shape Without any self-induced stresses.
  • the external water pressure is resisted by the network or hydraulic system of pressure-resisting members or liquid-filled ribs 14, 15.
  • the geometry of the pressure-resisting members 14, 15 is such that the cores or liquid portions of all of the ribs will be maintained constantly under compression.
  • the compressive external forces of the ambient sea will be resisted by the water within the tubes which work in compression and will be translated by the hydraulic system into tangential and longitudinal tensile forces in the rib casings 14a, 15a which work in tension.
  • heavy solid structural members are not required to resist the compression of the ambient sea, since the liquid pressure within the ribs will always be equal to the pressure of the sea outside of the ribs regardless of the depth. Therefore, the rib system will not be collapsed by the pressures of the deep sea and the ribs will, in fact, maintain the shape and integrity of the structure 10 as long as the rib casings do not stretch or otherwise fail.
  • the casing material defining the boundaries of the ribs may be extremely thin, since its function is to envelop discrete columns of liquid in the predetermined rib configurations, and it need not resist compression. However, the casing material must possess sufficient strength to withstand the tensile forces induced therein. Tensile forces are, of course, more easily resisted than compression forces.
  • the new composite pressure-resisting members are more efiicient than conventional solid compression members for use in the new underwater structures.
  • the series of ribs 14, 15 are connected to special selective check valves 41, 42 which communicate between the liquid cores of the ribs and the ambient sea.
  • the valves 41 permit only the outward flow of gases trapped from the ribs and prohibit all other flow of liquid or gas therethrough. Accordingly, during filling of the ribs only air trapped therein will be vented through the valves 41, 42.
  • the new structures are collapsed when out of the water and are erected underwater by filling the structural elements with liquid while contemporaneously pressurizing the developing interior space 9 of the structure with gas at a pressure equal to or greater than that of the ambient sea. More specifically, the collapsible crew compartment 10 of the illustrated mesoscaphe is placed in service as follows.
  • the collapsed compartment is initially lowered to a selected site in the sea S by appropriately admitting ballasting sea water to the ballast chamber 30 through a valve 43. Thereafter, the hollow, collapsed ribs 14, 15 are filled with sea water S by the submersible pump 45 through appropriate feed pipes 46, 47, respectively.
  • the valve 41 is the upper terminal of the closed latitudinal rib system (one continuous spiral tube 15 definitive of a hydraulic mono-coque), and the lower terminal of the system is the junction of rib 15 with the feed pipe 47.
  • the closed longitudinal rib system comprising discrete vertical tubes 14 which extend between manifolds 12, 13, is bounded by the valve 42 and the junction of the feed pipe 46 with the manifold 13.
  • the shaping of the compartment 10 is assisted by inflating the inner space 9 with gas at a pressure greater than that of the surrounding sea. This, of course, also prevents the structure 10 from being caved in during erection.
  • the pressurized gas is admitted to the inner space 9 by a suitable compressor 50 which is connected through a threeway valve 51 and air line 52 to an appropriate pressurization system 53 (indicated in phantom).
  • a gas supply line 55 from the surface, e.g., mother ship, will connect the compressor to a gas source.
  • a gas return line 56 will allow the gas within the spherical compartment to be continuously recirculated and reoxygenated for adequate sustenance of the crew.
  • the air lines 55, 56 and any power lines, telephone lines, or the like are sheathed in a suitable umbilical cord 60, which is connected to the structure 10 through the crown 12.
  • stabilization of the erected structure 10 in relation to the ballast hold 30 may be had by suitably connecting nylon ropes or cables 58 between the external skin 11 and the ballast hold.
  • the collapsibility of the new and improved submersibles enable them to be readily submerged in a compact and substantially non-buoyant state and to be erected beneath the water either while in transit (sinking) to a selected underwater site or after reaching the site itself.
  • the new and improved composite pressure-resisting members of the invention comprising thin-walled tubes filled with incompressible liquid are able to withstand, in a highly efficient manner, the compressive forces of the sea regardless of the depth at which the submersible is erected and used. Accordingly,
  • the gas pressure in the submersible may be maintained at or near atmospheric for the comfort of its inhabitants after the tubes have been filled.
  • a pressure-resisting submersible comprising (a) a collapsible closed structure including a series of collapsible, liquid holding ribs all of which have a circular cross section when filled with liquid;
  • valve means associated with said ribs and accommodating the total filling of said ribs with an incompressible fluid.
  • each of said liquid filled ribs is generally circular;
  • said series of ribs is substantially definitive of a sphere, torus, or a cylinder.
  • said skin means comprises an impermeable, substantially unstretchable sheetlike material
  • said ribs are defined by substantially unstretchable plastic tubing.
  • a composite underwater compression-resisting structural member comprising (a) a collapsible tubular casing of substantially nonstretchable material having a circular cross section;

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Pressure Vessels And Lids Thereof (AREA)
US721753A 1968-04-16 1968-04-16 Underwater structures Expired - Lifetime US3475915A (en)

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US72175368A 1968-04-16 1968-04-16

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3635183A (en) * 1970-02-09 1972-01-18 Sperry Rand Corp Remotely controlled unmanned submersible vehicle
US3706206A (en) * 1971-01-27 1972-12-19 James F Clark Lightweight readily portable underwater habitation and method of assembly and emplacement
US3837171A (en) * 1971-02-05 1974-09-24 J Scurlock Inflatable underwater structure
US3991583A (en) * 1973-04-10 1976-11-16 Scurlock John T Method of providing an underwater enclosure
US4087980A (en) * 1976-08-23 1978-05-09 Yutaka Kono Safety submarine spherical air chamber
US4121389A (en) * 1977-02-02 1978-10-24 Waldemar Ptaszek Portable, collapsible storage bins
US4124989A (en) * 1975-06-04 1978-11-14 Redpath Dorman Long (North Sea) Limited Supports for maritime structures
EP0421282A1 (de) * 1989-10-06 1991-04-10 Telefunken Systemtechnik Gmbh Aussenschale für ein Wasserfahrzeug, vorzugsweise Unterwasserfahrzeug
US20250012046A1 (en) * 2018-04-06 2025-01-09 Lakshmi Co., Ltd. Seabed resource lifting apparatus

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1578339A (en) * 1976-11-18 1980-11-05 Normalair Garrett Ltd Wall structures

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2752928A (en) * 1952-07-29 1956-07-03 Edward D Barker Inflatable tent
US2771899A (en) * 1952-09-18 1956-11-27 Swallert Sven Arild Valve means
US2934075A (en) * 1955-08-16 1960-04-26 Ambrose M Richardson Inflatable structure
US3258883A (en) * 1962-09-25 1966-07-05 North American Aviation Inc Rigidized evacuated structure
US3338001A (en) * 1966-11-04 1967-08-29 Robert L Fraser Inflatable structure
US3343324A (en) * 1964-03-24 1967-09-26 Gordon William Underwater structural unit

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2752928A (en) * 1952-07-29 1956-07-03 Edward D Barker Inflatable tent
US2771899A (en) * 1952-09-18 1956-11-27 Swallert Sven Arild Valve means
US2934075A (en) * 1955-08-16 1960-04-26 Ambrose M Richardson Inflatable structure
US3258883A (en) * 1962-09-25 1966-07-05 North American Aviation Inc Rigidized evacuated structure
US3343324A (en) * 1964-03-24 1967-09-26 Gordon William Underwater structural unit
US3338001A (en) * 1966-11-04 1967-08-29 Robert L Fraser Inflatable structure

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3635183A (en) * 1970-02-09 1972-01-18 Sperry Rand Corp Remotely controlled unmanned submersible vehicle
US3706206A (en) * 1971-01-27 1972-12-19 James F Clark Lightweight readily portable underwater habitation and method of assembly and emplacement
US3837171A (en) * 1971-02-05 1974-09-24 J Scurlock Inflatable underwater structure
US3991583A (en) * 1973-04-10 1976-11-16 Scurlock John T Method of providing an underwater enclosure
US4124989A (en) * 1975-06-04 1978-11-14 Redpath Dorman Long (North Sea) Limited Supports for maritime structures
US4087980A (en) * 1976-08-23 1978-05-09 Yutaka Kono Safety submarine spherical air chamber
US4121389A (en) * 1977-02-02 1978-10-24 Waldemar Ptaszek Portable, collapsible storage bins
EP0421282A1 (de) * 1989-10-06 1991-04-10 Telefunken Systemtechnik Gmbh Aussenschale für ein Wasserfahrzeug, vorzugsweise Unterwasserfahrzeug
US20250012046A1 (en) * 2018-04-06 2025-01-09 Lakshmi Co., Ltd. Seabed resource lifting apparatus

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Publication number Publication date
FR2006307A1 (cs) 1969-12-26

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