Difference between revisions of "User:Thebastidge"

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(Diagrams and Architectural Sketches)
(Architectural Description: Hexstead)
 
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{{Proposal}}
 
{{Proposal}}
[[Category:Hexagon]][[Category:Gravity Base]]
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[[Category:Hexagon]][[Category:Gravity Base]][[Category:Modular]]
  
== Description ==
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== Architectural Description:  Hexstead==
  
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The Hex Habitat concept is a semi-submersible, gravity-based structures (artificial island based upon a spud barge design with variable bouyancy) to be floated into place and then lowered to seafloor contact for semi-permanent or permanent mooring.  Each Habitat is constructed as a hexagon approximately approximately 8 meters per side, 10 meter height for emplacement in 3-10 meter depths. The hexagonal hull is characterized by a submerged skirt surrounding a displacement cavity filled with Expanded Polystyrene Foam (EPS or “styrofoam”), internal deck, and an above-water bulwark containing interior space. The internal deck forms the bottom of the water-tight hull and the top of the displacement cavity. An upper deck based upon a radial truss design forms the “weather deck” and serves as floor for living space enclosed by superstructure. (See [[LightTopHull]])  The skirt, internal deck, and bulwarks are made of basalt-fiber-reinforced alumino-silicate geopolymer concrete, a material with significant structural strength and longevity, as well as favorable chemical composition for providing coral and shellfish substrate. The internal deck is permanently supported by buoyant blocks of sealed EPS foam in the displacement cavity. The skirt walls extend below the waterline and permanently contain and protect the EPS foam from mechanical wave action and ultraviolet (UV) degradation, as well as providing last resort defense  (as legs) against complete submersion should the spuds fail.
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 +
At each angle of the hexagon, an integral spud well extending the vertical distance from the top of the bulwark to the bottom of the skirt holds the spuds. Hydraulic lifting mechanisms temporarily mounted above the spud wells during deployment serve to extend reinforced concrete spuds downward to the sea floor. These spuds act as legs for leveling the platform and then are subsequently locked into place, but may be adjusted from time to time as needed if the sea floor depth should change due to scouring or settling, etc.. A seventh spud well is centered in the structure and serves to support both the lower and weather deck. The deck and center of the hexagon remains supported by buoyant EPS foam blocks even after gravity placement, resulting in near complete elimination of dead load. The internal deck is elevated to a minimum of 1 meter over mean high tide and the weather deck is approximately 3 meters higher. The weather deck supports a second story of habitable or occupied work space in some Hex Habitats.  Dead load on the spuds is minimized by the same technique of buoyant EPS foam placement that minimizes dead load on the deck. The depth should be adjusted such that the weight of the internal deck is neutralized by buoyant foam, the weight of the walls rest on the spuds,  and the spuds rest on the sea floor. The amount of gravity loading on the spuds thus achieved is calculated to exceed 100 year storm levels of lateral loading on the Hex Habitat hull in the target location.
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It is important to note ''"Fatigue damage of a structure is caused by fluctuating loads that occur during the structure’s service life. For [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/archives/offshore/104_sfaforfloatingoffshorestructures/pub104_offshoresfa_guide.pdf offshore structures], the most dominant source of fluctuating load is waves. "''
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==Nomenclature==
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See also: [https://en.wikipedia.org/wiki/Glossary_of_nautical_terms Wikipedia's Glossary of Nautical Terms] for additional definitions
 +
 +
*Bulwark:  The extension of the vessel's hull or side, above the level of the weather deck.
 +
*Deck:  The structures forming the approximately horizontal surfaces in the ship's general structure.
 +
*Displacement Cavity: The area enclosed by the skirt and covered by the lower deck. this area is partially filled with EPS foam for positive buoyancy.
 +
*EPS: Expanded Polystyrene, also known as "styrofoam".
 +
*Skirt: the portion of the hull or side below the waterline
 +
*Weather Deck: The deck is that exposed to the weather – usually either the main deck or, in larger vessels, the upper deck. In the Hexstead concept, this deck encloses the top of the cementitious bulwarks and forms the floor of the superstructure.
  
 
== Detail ==
 
== Detail ==
  
 
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* Material issues - geopolymer concrete reinforced with basalt fiberEPS foam inside base.  Since it does not go far below the water, foam and concrete should be ok.  With foam, cracks in the concrete will not be fatal.  The wall could be somewhat like the one at [http://www.floatingstructures.com/gallery/specialty-floats/bridge-caisson/ this page].
* Material issues - geopolymer concrete,  foam inside base.  Since it does not go far below the water foam and concrete should be ok.  With foam cracks in the concrete will not be fatal.  The wall could be somewhat like the one at [http://www.floatingstructures.com/gallery/specialty-floats/bridge-caisson/ this page].
 
 
* Fiber Reinforcement is basalt fiber and basalt rebar.
 
* Fiber Reinforcement is basalt fiber and basalt rebar.
  
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* Safety
 
* Safety
** It is very wide compared to boats and symmetrical in all directions and so should be very stable
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** It is very wide compared to typical yachts and symmetrical in all directions and so should be very stable
** Base is filled with foam so essentially unsinkable
+
** Base is filled with foam so essentially unsinkable. If spud legs fail, the hull maintains buoyancy.
** No active ballast controls so no chance of that going wrong
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** Bulwarks tall enough for storm surge/extreme high tides
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** No active ballast controls necessary
 +
**[https://www.osha.gov/Publications/factsheet-spud-barge-safety.pdf Spud Deployment Safety Issues]
  
 
* Comfort
 
* Comfort
** Broad spaces, no hull curvature to limit options
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** Broad spaces, no vertical hull curvature to limit options
 +
** Extremely stable when legs are lowered/hull raised to provide gravity base
 +
** Can emulate natural islands- bio-mimetic design
 +
** Provides more psychological comfort than typical "built environment"
 +
** Access to water level is a convenient ramp or flight of stairs
 +
 
 +
* Attractive Design
 +
** Concrete dyes and stains available to color the walls
 +
** Stamped/molded design built into concrete bulwarks for more natural look
 +
** Superstructure built like a round house
 +
** Radial truss floors allow for very open floor plan with no internal bearing walls
 +
** Stilt homes already a familiar design
  
 
* Cost
 
* Cost
** Depends on size.  24'/side (nearly 1500 sq ft per level x 2 levels for ~3000 sq ft total) estimate comes to ~$300,000 USD fully finished.
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** Depends on size.  24'/side (nearly 1500 sq ft per level x 2 levels for ~3000 sq ft total) estimate comes to ~$300,000 USD fully finished
 
+
** Smaller sizes (up to 24'/side) simplify the slab construction of the internal deck
* Can emulate natural islands- bio-mimetic design
 
** Provides more psychological comfort than typical "built environment". 
 
  
 
* Modular/Scalable
 
* Modular/Scalable
 
** Able to scale by adding hexagons until a "honeycomb archipelago" is achieved.  Can make multiple lagoons.   
 
** Able to scale by adding hexagons until a "honeycomb archipelago" is achieved.  Can make multiple lagoons.   
 +
** [[User:DanB/BaseStead_Strategy]]
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 +
Here is a link to a tool for calculating hexgon dimensions for purposes of comparing scale: [https://rechneronline.de/pi/hexagon.php Hexagon Calculator]
  
 
* Free Floating
 
* Free Floating
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** Deploys by tug tow as a floating "barge"
 
** Option to use gravity base mooring on "spud" legs.
 
** Option to use gravity base mooring on "spud" legs.
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**[http://www.marin.nl/upload_mm/e/2/4/1802937605_1999999096_1984-otc-4733_dallingaaalbersvegt.pdf Design Considerations for Transport of Jackup Platforms on Barges]
  
 
* Standards
 
* Standards
** Use [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/special_service/48_accommbarges/Accommodation_Barge_Guide_e-Nov16.pdf Standard for Off-shore Accommodations barge]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/special_service/48_accommbarges/Accommodation_Barge_Guide_e-Nov16.pdf Guide for Building and Classing Accommodation Barges]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/193_portacmod/Portable_Accommodation_Modules_Guide_e-July16.pdf Guide for Portable Accommodation Modules]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/other/guide_habitability_industrial_personnel_accommodation_vessels/HAB_ACCOM_Guide_e-Jan17.pdf Guide for Habitability of Industrial Personnel on Accommodation Vessels]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/29_offshoreinstallations/pub29_offshoreinstallations.pdf Rules for Building and Classing Offshore Installations]
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** [https://ww2.eagle.org/en/rules-and-resources/rules-and-guides.html#/content/dam/eagle/rules-and-guides/current/offshore/63_Facilities_Offshore_Installations_2016 Facilities Offshore Installations (2016)]
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** [https://ww2.eagle.org/en/rules-and-resources/rules-and-guides.html#/content/dam/eagle/rules-and-guides/current/offshore/63_facilities_offshore_installations_2017 Facilities on Offshore Installations (2017)]
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** [https://ww2.eagle.org/en/rules-and-resources/rules-and-guides.html#/content/dam/eagle/rules-and-guides/current/offshore/82_Floating_Production_Installations_2017 Floating Production Installations (2017)]
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** [https://ww2.eagle.org/en/rules-and-resources/rules-and-guides.html#/content/dam/eagle/rules-and-guides/current/offshore/105_crewhabitabilityoffshoreinstallations Crew Habitability on Offshore Installations]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/106_gravityoffshorelng/GBLNGT_Guide_e-Feb16-New%20Logo.pdf GUIDE FOR BUILDING AND CLASSING GRAVITY-BASED OFFSHORE LNG TERMINALS]
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** [https://ww2.eagle.org/en/rules-and-resources/rules-and-guides.html#/content/dam/eagle/rules-and-guides/current/offshore/115_fatigueassessmentofoffshorestructures Fatigue Assessment of Offshore Structures]
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** [https://ww2.eagle.org/en/rules-and-resources/rules-and-guides.html#/content/dam/eagle/rules-and-guides/current/other/116_reviewandapprovalofnovelconcepts Review and Approval of Novel Concepts]
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** [https://ww2.eagle.org/en/rules-and-resources/rules-and-guides.html#/content/dam/eagle/rules-and-guides/current/other/117_riskevalforclassofmarinerelatedfacilities Risk Evaluations for the Classification of Marine-Related Facilities]
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** [https://ww2.eagle.org/en/rules-and-resources/rules-and-guides.html#/content/dam/eagle/rules-and-guides/current/offshore/120_surveys_riskbasedinspectionoffshoreindustry Surveys Using Risk-Based Inspection for the Offshore Industry]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/123_subsearisersystems/riser_guide_e-feb14.pdf Subsea Riser Systems]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/124_dynamicanalprocforselfelevatingunits2014/SEU_Dynamic_Analysis_GN_e-Feb17.pdf Dynamic Analysis Procedure for Self-Elevating Units]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/126_bucklingandultstrengthassessoffshorestructures/Offshore_Buckling_Guide_e-Jan17.pdf BUCKLING AND ULTIMATE STRENGTH ASSESSMENT FOR OFFSHORE STRUCTURES]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/160_mobileoffshoreunits/MOU_Guide_e-July17.pdf Guide for Building and Classing Mobile Offshore Units]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/167_envprotnotationoffshore/ENVIRO-OS_Guide_e-Feb16-New%20Logo.pdf Environmental Protection Notation for Offshore Units, Floating Installations, and Liftboats]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/190_crewhab_modu/HAB_MODU_Guide_e.pdf Crew Habitability on Mobile Offshore Drilling Units (MODUs)]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/other/208_humanfactorsengineeringoffshoreinstallations/HFE_Offshore_GN_e.pdf Implementation of Human Factors Offshore Installations]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/225%20Guidance%20Notes%20on%20Structural%20Analysis%20of%20Self-Elevating%20Units/SEU_Structural_Analysis_GN_e.pdf Guidance Notes on Structural Analysis of Self-Evaluating Units]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/228_dynamically_installed_piles_gn/Dynamically_Installed_Piles_GN_e-New%20Logo.pdf Guidance Notes on Design and Installation of Dynamically Installed Piles]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/equipment_and_component_certification/236_Guide_for_Certification_of_Offshore_Access_Gangways/Offshore_Access_Gangways_Guide_e.pdf Guide for Certification of Offshore Access Gangways]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/273_droppedobjectprevention_2017/Drops_Guide_e-May17.pdf Guide for Dropped Object Prevention on Offshore Units and Installations]
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** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/276_conversion_modu_floatingproductioninstallations_2017/MODU_Conversion_GN_e-May17.pdf Guidance Notes on Conversion of Mobile Offshore Drilling Units to Floating Production Installations 2017]
 +
** [https://ww2.eagle.org/content/dam/eagle/rules-and-guides/current/offshore/279_conversion_self-elevating_units_offshore_installations_2017/SEU_Conversion_Guide_e-June17.pdf Guide for Conversion of Self-Elevating Units to Offshore Installations 2017]
  
 
* Mobile  
 
* Mobile  
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* Draft
 
* Draft
** Shallow draft compred to cargo vessels- ~9ft/3m
+
** Shallow draft compared to cargo vessels- ~9ft/3m
 +
** Spud legs can be 30+ meters
  
 
==Diagrams and Architectural Sketches==
 
==Diagrams and Architectural Sketches==
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[[File:Roofed Hex.png]]
 
[[File:Roofed Hex.png]]
 
[[File:Side_View_architecture.png]]
 
[[File:Side_View_architecture.png]]
[[File:Honeycomb_archipelago.png]]
 
 
[[File:Hex_Hab_Living_Quarters.png]]
 
[[File:Hex_Hab_Living_Quarters.png]]
 
[[File:Hex_Hab_Machine_Space.png]]
 
[[File:Hex_Hab_Machine_Space.png]]

Latest revision as of 16:39, 11 September 2017

Larry is a network engineer working for a major US Electric Utility. He has been a TSI forum member from the inception.


Architectural Description: Hexstead

The Hex Habitat concept is a semi-submersible, gravity-based structures (artificial island based upon a spud barge design with variable bouyancy) to be floated into place and then lowered to seafloor contact for semi-permanent or permanent mooring. Each Habitat is constructed as a hexagon approximately approximately 8 meters per side, 10 meter height for emplacement in 3-10 meter depths. The hexagonal hull is characterized by a submerged skirt surrounding a displacement cavity filled with Expanded Polystyrene Foam (EPS or “styrofoam”), internal deck, and an above-water bulwark containing interior space. The internal deck forms the bottom of the water-tight hull and the top of the displacement cavity. An upper deck based upon a radial truss design forms the “weather deck” and serves as floor for living space enclosed by superstructure. (See LightTopHull) The skirt, internal deck, and bulwarks are made of basalt-fiber-reinforced alumino-silicate geopolymer concrete, a material with significant structural strength and longevity, as well as favorable chemical composition for providing coral and shellfish substrate. The internal deck is permanently supported by buoyant blocks of sealed EPS foam in the displacement cavity. The skirt walls extend below the waterline and permanently contain and protect the EPS foam from mechanical wave action and ultraviolet (UV) degradation, as well as providing last resort defense (as legs) against complete submersion should the spuds fail.

At each angle of the hexagon, an integral spud well extending the vertical distance from the top of the bulwark to the bottom of the skirt holds the spuds. Hydraulic lifting mechanisms temporarily mounted above the spud wells during deployment serve to extend reinforced concrete spuds downward to the sea floor. These spuds act as legs for leveling the platform and then are subsequently locked into place, but may be adjusted from time to time as needed if the sea floor depth should change due to scouring or settling, etc.. A seventh spud well is centered in the structure and serves to support both the lower and weather deck. The deck and center of the hexagon remains supported by buoyant EPS foam blocks even after gravity placement, resulting in near complete elimination of dead load. The internal deck is elevated to a minimum of 1 meter over mean high tide and the weather deck is approximately 3 meters higher. The weather deck supports a second story of habitable or occupied work space in some Hex Habitats. Dead load on the spuds is minimized by the same technique of buoyant EPS foam placement that minimizes dead load on the deck. The depth should be adjusted such that the weight of the internal deck is neutralized by buoyant foam, the weight of the walls rest on the spuds, and the spuds rest on the sea floor. The amount of gravity loading on the spuds thus achieved is calculated to exceed 100 year storm levels of lateral loading on the Hex Habitat hull in the target location.

It is important to note "Fatigue damage of a structure is caused by fluctuating loads that occur during the structure’s service life. For offshore structures, the most dominant source of fluctuating load is waves. "

Nomenclature

See also: Wikipedia's Glossary of Nautical Terms for additional definitions

  • Bulwark: The extension of the vessel's hull or side, above the level of the weather deck.
  • Deck: The structures forming the approximately horizontal surfaces in the ship's general structure.
  • Displacement Cavity: The area enclosed by the skirt and covered by the lower deck. this area is partially filled with EPS foam for positive buoyancy.
  • EPS: Expanded Polystyrene, also known as "styrofoam".
  • Skirt: the portion of the hull or side below the waterline
  • Weather Deck: The deck is that exposed to the weather – usually either the main deck or, in larger vessels, the upper deck. In the Hexstead concept, this deck encloses the top of the cementitious bulwarks and forms the floor of the superstructure.

Detail

  • Material issues - geopolymer concrete reinforced with basalt fiber, EPS foam inside base. Since it does not go far below the water, foam and concrete should be ok. With foam, cracks in the concrete will not be fatal. The wall could be somewhat like the one at this page.
  • Fiber Reinforcement is basalt fiber and basalt rebar.

Requirements Analysis

  • Safety
    • It is very wide compared to typical yachts and symmetrical in all directions and so should be very stable
    • Base is filled with foam so essentially unsinkable. If spud legs fail, the hull maintains buoyancy.
    • Bulwarks tall enough for storm surge/extreme high tides
    • No active ballast controls necessary
    • Spud Deployment Safety Issues
  • Comfort
    • Broad spaces, no vertical hull curvature to limit options
    • Extremely stable when legs are lowered/hull raised to provide gravity base
    • Can emulate natural islands- bio-mimetic design
    • Provides more psychological comfort than typical "built environment"
    • Access to water level is a convenient ramp or flight of stairs
  • Attractive Design
    • Concrete dyes and stains available to color the walls
    • Stamped/molded design built into concrete bulwarks for more natural look
    • Superstructure built like a round house
    • Radial truss floors allow for very open floor plan with no internal bearing walls
    • Stilt homes already a familiar design
  • Cost
    • Depends on size. 24'/side (nearly 1500 sq ft per level x 2 levels for ~3000 sq ft total) estimate comes to ~$300,000 USD fully finished
    • Smaller sizes (up to 24'/side) simplify the slab construction of the internal deck
  • Modular/Scalable

Here is a link to a tool for calculating hexgon dimensions for purposes of comparing scale: Hexagon Calculator

  • Mobile
    • Semi-mobile. Can be towed into place across significant distance, but once connected into honeycomb archipelago, movement becomes less practical.
  • Draft
    • Shallow draft compared to cargo vessels- ~9ft/3m
    • Spud legs can be 30+ meters

Diagrams and Architectural Sketches

Side View.png Roofed Hex.png Side View architecture.png Hex Hab Living Quarters.png Hex Hab Machine Space.png

Videos of model tests

None yet.