anyground
03 / Transformable infrastructure

Folded Utility Edge

Six rigid leaves, real hinge axes, a proposed timing-belt synchronizer, positive locks and removable drainage. A stable utility spine carries services while the useful edge changes shape.

3D ENGINEERING EXPLORER / Loading assemblyProposed hardware · dimensioned explanatory model
ANYGROUND / ORIGAMIAssembly overview

Loading local 3D geometry. The complete technical dossier remains below.

Drag to orbit · scroll / pinch to zoom · click a part to inspect. Keyboard: focus model, arrows to orbit, + / − to zoom. Flow dots indicate routing, not simulated flow rates.

Operating sequence /

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Failure boundary

HOW TO BUILD IT

The architecture is a mechanism.

A mechanism, a materials choice, a resource boundary and a falsifiable experiment—not a claim of completed hardware.

Origami as a useful machine, not a roof-shaped metaphor

The proposition: a living utility edge

Anyground should not start by folding an entire house. It should make the useful boundary around life transformable: shade, solar collection, rain capture, ventilation, service access and working space. Keep water treatment, electrical isolation, storage and the primary occupied enclosure on stable supports. Let a much lighter secondary layer change its area, porosity and orientation. This separation permits adventurous motion without repeatedly opening a drinking-water pipe or treating a moving crease as an Arctic airtight joint.

The proposed demonstrator is a living utility edge. A fixed service vertebra supports identical resource cassettes. Six rigid leaves deploy into an accordion solar/shade canopy, coupled by four hinge-angle transmissions and a guided end portal. A second, materially different skin bends pneumatically to adjust local shade and ventilation while the roof remains locked. Temporary valley drains connect only after deployment. The same assembly can shade a nursery, cover a maintenance bench, protect an outdoor communal space or provide a solar/rain working edge beside an independently qualified dwelling. It is not another conventional cabin with decorative origami graphics.

The distinctive system is the combination: standardized service interfaces, different kinds of motion at different scales, physically separate load and fluid paths, and replaceable functional skins. The proposed platform standard is not one magic joint. It is an interface family: dimensional datums, mechanical retention, dry power/data, segregated wet couplings, a readable component identity and a documented safe replacement sequence. A field robot can eventually use those same datums; a human with ordinary tools must be able to use them first.

All Anyground dimensions, loads, thresholds and costs below are design inputs, not measurements of a built product. “Demonstrated research” describes the cited apparatus; it does not certify our integration. “Commercial class” means an ordinary component category exists, not that an unselected motor or latch meets this design.

Why this is buildable now—and where the frontier actually is

Finite-thickness origami is a developed engineering field, not just paper craft. Thick-panel and offset-panel research addresses where axes must move when faces acquire thickness. Toyota Central R&D Labs and collaborators report meter-scale coupled thick Miura tubes. Zipper-coupled tube research shows how a desired deployment mode can remain compliant while unwanted bending and twisting become stiff. Those are positive present-day starting points for a later deployable frame, not reasons to abandon origami in favor of generic rectangular prefabrication. They also do not eliminate the need to arrest the deployment mode. Thick panels, Toyota thick tubes, zipper tubes.

An even more immediately useful precedent is FlectoLine. The originating institute describes an 83.5 m² outdoor responsive façade using asymmetric composite laminates, integrated air cushions and PV. Its apparatus includes FRP/elastomer and thermoplastic material routes; its own hinge zones operate at reported pressures of 0.3–1.5 bar. These numbers belong to that system. The University of Stuttgart's May 2025 report identifies 101 flaps and two years of real-condition testing at a Freiburg botanical greenhouse. This is a demonstrated outdoor material-actuation class—not a speculative shape-changing building skin waiting for unknown technology. It is also not a published universal lifetime or net-energy guarantee. Apparatus and materials, field report.

The first Anyground roof deliberately uses a simpler accordion because its motion can be explained, fabricated and falsified immediately. It is not called Miura. A genuine thick-Miura or zipper-tube demonstrator is a separate next article with its own verified crease geometry. The advanced element is not an invented tessellation; it is a reproducible hierarchy of mechanisms and resources.

What the 3D model actually contains

The scene exposes 299 proposed parts in 22 groups: layered rigid leaves, alternating hinge knuckles and pins, four timing transmissions, two ground guides, an end portal, a common-shaft drive, a separate brake, separate carriage locks, service cassettes, a first-flush/buffer illustration, four removable valley drains, segmented PV islands, and a pneumatic composite-skin coupon with pump, valves and sensor. Exterior service covers are removable in cutaway mode. Repeated hardware represents real repeated functions; it is not an arbitrary screw cloud.

Nine stages explain packing, inspection, guided expansion, stopping short of flat, positive locking, manual drainage installation, local skin actuation, cassette replacement and repacking. The live angle control reuses the same solid vertices and pivot positions at every angle. Roof panels never stretch, morph into a different topology or float independently to an attractive silhouette. The small breathing-skin display is explicitly different: three short articulated segments approximate continuous curvature. They are not three hinges in the proposed physical laminate, and the animation does not calculate material strain or pressure.

Exact roof kinematics

Let the six hinge pitches be l = 0.50 m, width w = 1.50 m, and alternating absolute leaf angles be αᵢ = (−1)ⁱ θ. A rigid leaf occupies 450 mm between 25 mm trimmed ends. The first pivot is [0, 2.4, 0]; every subsequent pivot is [0.5, 0, 0] in its parent's coordinates. The first group rotates by θ; child groups rotate alternately by −2θ,+2θ. Thus every link remains exactly 500 mm long.

For even N, vertical displacements cancel:

X = Nl cosθ, ΔY = l Σ sinαᵢ = 0.

At 15°, span is 2.898 m, projected footprint 4.347 m². At 70°, span is 1.026 m, a 2.82:1 linear span ratio, not a complete transport-volume ratio. Peak rise above the lower hinge line is 470 mm at 70°. The end carriage must be derived from X(θ), not interpolated independently between convenient endpoints. The model therefore stops at 15° rather than displaying an attractive perfectly flat singular state.

A serial six-hinge chain alone has several degrees of freedom. Here is a physical synchronization candidate, proposed specifically for this kit. On each intermediate leaf 1–4, place two equal pulleys joined by an open, same-sense timing belt. The root pulley is keyed to the previous leaf; the tip pulley is keyed to the next leaf. Both rotate on bearings relative to the carrying leaf. Define internal relative hinge angle βᵢ = αᵢ − αᵢ₋₁. In carrying-leaf coordinates, the root's rotation is −βᵢ, while the tip's is βᵢ₊₁. Equal open-belt transmission imposes:

βᵢ₊₁ = −βᵢ.

Four belts constrain five internal hinge angles. Adjacent belts occupy staggered axial planes so their different neighbor-keyed shafts need not occupy the same space. The fixed-height end portal supplies the remaining closure relation. Leaves alternate between absolute angles A and A+B; hence ΔY = 3l[sin A + sin(A+B)] = 0. On the intended continuous branch, A = −B/2, producing the ±θ accordion with one remaining deployment degree of freedom. The other branches and the flat singularity are not operating states.

This is a kinematic proposal, not a built belt mechanism. The scene shows pulley locations and loops; bearing bores, keyed sleeves, tension adjustment, guards and tolerance stacks still need detailed mechanical CAD. The decisive test is not whether a rendered belt looks plausible: backdrive one hinge, measure every joint, reverse direction and check tracking error, backlash and tooth jump through the entire travel under unequal hinge friction. A failed coupling test invalidates the claimed physical synchronization even if the browser animation remains perfect.

Finite thickness, not imaginary zero-width creases

For rectangular panels, a useful screening condition at a symmetric joint is a ≥ (t/2)tanθ, where a is end trim and t panel thickness. With t=12 mm and θ=70°, the ideal rectangular-corner requirement is about 16.5 mm. A proposed 25 mm trim leaves a nominal margin in that limited calculation. PV islands stop farther from the pivots. Root and tip knuckles interleave axially rather than overlap as identical cylinders.

That inequality does not prove clearance for barrels, tabs, moving seals, cables, grit, misalignment or fingers. A two-leaf full-thickness coupon must sweep through all angles with feeler gauges and contaminated bushings. The selected material stack, fasteners and actual protection guards must be included. A flexible crease cover can later bridge the open joint, but it is an additional weather-development item: it is not quietly assumed to be a durable watertight pressure seal. NASA array work similarly separates rigid functional islands, folding connections and deployment hardware; a space array precedent does not supply terrestrial weather qualification. NASA rigid array paper.

Force, energy and why the motor is not a wind lock

Assume, provisionally, 3 kg per leaf, concentrated at its midspan. Total roof-leaf mass is then 18 kg; the portal, spine, rails and foundations are additional. Ideal gravitational potential above the lower hinge line is U = N m g l sinθ / 2. Since X=Nl cosθ, the magnitude of the gravity contribution to carriage force is |dU/dX|=m g cotθ/2: approximately 54.9 N at 15° and 5.36 N at 70°. Gravity assists opening and resists closing; the drive must brake the opening, not just push it.

A 250 N nominal bench drive target, 40 mm/s travel and 25 mm pinion radius imply 10 W mechanical power and 6.25 N·m pinion torque. At an assumed 35% overall conversion efficiency, that point requires about 29 W electrical before auxiliaries. A 24 V / 100 W motor class is a sensible procurement starting category, not a validated selection. Measure friction, belt losses, brake release, start-up peaks and a blocked-wheel condition. Spring deployment is an option only after characterizing torque-angle and damping; published experiments show why those are measured specimen properties rather than interchangeable constants. Thick-panel hinge data, shelter transition analysis.

Static environmental forces are a different scale. An illustrative 1 kPa net pressure on the projected roof produces about 4.35 kN, before resolving support reactions or dynamic/asymmetric effects. It is not a site wind specification. It makes the design lesson unmistakable: a 250 N deployment drive cannot be advertised as the wind restraint. Separate pins, receivers, portal members, rail anchors and soil/foundation must form a proven load path. A spring-applied brake and controlled manual recovery protect motion, while structural locks protect the qualified static state. Neither replaces an exclusion zone.

Water follows the actual geometry

An accordion has several low valleys, not one magical drain at the spine. Six leaves create low points at hinge positions 0, 2, 4 and 6. The model therefore provides four removable gutters, each sloped across the 1.5 m width by about 30 mm, with a separate hose to a ground manifold. They are manually attached only after both carriage pins are confirmed. The temporary circuit is drained and removed before unlocking. Its appearance/disappearance in stages represents that manual installation, not autonomous teleportation or a rigid pipe that somehow folds.

At 10 mm/h rain and 4.347 m² projected footprint, 43.5 L/h is the geometric upper bound, before losses, splash, exposed gaps, dirty first flush and overflow. A rainfall rig must measure all those streams. The buffer is explicitly nonpotable. Rain capture does not require routing water through the desert atmospheric-water sorbent reactor; it needs a separate source-appropriate treatment and storage assessment. Where hygiene demands differ, use physically identifiable source ports and a documented treatment route. In freezing conditions, every low point must drain; in dusty conditions, the first flush may dominate usable yield.

Keeping wet systems fixed is also a maintenance choice. Repeatedly moving drinking-water couplings creates a burden in seal wear, trapped volumes and cleaning. Moving dry electrical services still need manufacturer-specified dynamic bend radii, strain relief and separation. The scene shows termination points, not a fully qualified moving cable harness. Select actual cable before declaring a bend radius or lifetime. Cable-routing engineering guidance.

Breathing skins: architecture as distributed low-power robotics

The roof provides large, occasional geometric change. The compliant skin provides smaller, frequent environmental adjustment. A proposed 440 × 600 mm coupon uses a stiff laminate side, a more compliant side and a bonded air cushion. Pressurization produces asymmetric bending; releasing pressure lets stored elastic energy return it. Small PV islands stay away from high-curvature zones. This arrangement combines biological material grading, soft robotics and building services without pretending a whole house must be a giant robot.

The circuit is legible: pump → pressure regulation and relief → controlled valve → cushion, plus pressure measurement and deliberate venting. No operating pressure or laminate layup is copied from FlectoLine. Begin with a guarded pressure-angle experiment and inspect local strain and delamination before selecting a service limit. The rendered three-segment curvature is an explanatory sketch of the continuous leaf. It must never be used as an FRP stress analysis.

This creates useful cross-system behavior. A farm can request an opening that protects its crop light budget while the water unit requests ventilation during heat rejection. A maintenance task can ask the skin to open for access while the main canopy remains mechanically locked. A PV controller may prefer a different orientation from a crop controller; the platform should expose that tradeoff rather than claim all outputs are simultaneously maximized. The first controller should use measured temperature, irradiance and simple rules with manual override. Machine learning is not necessary to discover a leaky valve.

The roof's twelve proposed rigid PV tiles have about 2.44 m² tile area. That is geometry, not a nameplate rating or annual yield. Partial shading, wiring topology, temperature and actuation energy must be metered. Do not infer energy autonomy by multiplying footprint by a fashionable efficiency number. A pneumatic circuit with persistent leaks could consume more than a small adaptive motion saves.

Japanese engineering: repair, assembly direction and disciplined variety

The useful lesson from Japanese joinery is not to carve an ornamental dovetail into every component. It is to make load transfer, assembly direction and repair logic readable in geometry. Tsugite demonstrates computational joint design and CNC fabrication with assembly/fabricability constraints. Its software's stated personal/noncommercial-research license requires separate permission for commercial reuse; this project borrows principles, not its code. A joint fabricated from one cutting direction can remain slidable in that direction. Geometry that locates is therefore not automatically geometry that locks. Tsugite primary paper.

Anyground's cassette locates on rails and asymmetric datums, then uses a separate retained pin or qualified latch. Wet ports, power and mechanical retention are different interfaces. The proposed 600 mm catalogue pitch reduces tooling and inventory; it is not an existing interoperability standard. A wood coupon can teach grain, swelling, tolerances and repair under benign indoor conditions; exposed service interfaces may need metal/polymer wear inserts. A 2024 Japanese mechanical-joint study uses weighted spectral clustering to generate boundaries, suggesting a concrete computational design route rather than purely historical imitation. Its abstract alone does not establish the right joint for our environment. JSME paper.

A commercial compression latch can solve an access-panel problem; its supplier's static load and ingress claims cannot be reassigned to an entire canopy. Similarly, robotic timber-cassette construction is an important manufacturing precedent, but a bonded research shell is not evidence that every structural component is robotically swappable. The catalogue must label what is reversible, what is bonded and what requires inspection after replacement. Latch documentation, livMatS built project.

Four next demonstrators that go beyond a basic accordion

1. Zipper-tube service gantry

Reproduce the published Miura-tube geometry in thin sheet before thickening it. Compare one tube against a coupled zipper pair at matched material mass, length and support conditions. Measure deployment force, bending deflection, torsional response and repeatability. The practical purpose is a compact maintenance gantry or robot rail support that deploys compliant and becomes stiff against off-axis loads. A separate end constraint still arrests deployment. Then investigate a thick-panel version against the Toyota geometry rather than adding thickness by eye. Pass only if coupling delivers a repeatable, mass-normalized stiffness improvement without preventing folding; a proposed first target is 2× bending stiffness over the matched single-tube baseline, not a claim of the paper's best enhancement.

2. Snap-lock tube / topological dry vent

A 2024 tube study provides unusually accessible fabrication detail: thin PETG skins and diaphragms, thermal forming and a small target diameter. Reproduce that apparatus at its own scale before using a similar barrier as a passive latch or deployment-state witness. Measure both the force required to enter the stiff state and the reverse force that releases it. Do not promote a laboratory polymer tube to a building column. Self-locking tube methods.

Separately, a mixed-mode lockable origami lattice can make a dry ventilation cassette whose channel area changes with geometric state. Test pressure drop, open fraction, dust fouling and cleaning while keeping the pressure boundary elsewhere. A visually auxetic or re-entrant skin may be useful for distributing opening or compliant motion; it is not by itself a filter or a seal. This is a buildable experiment in geometry-controlled porosity, not an unsupported negative-Poisson-ratio marketing claim. Lockable metamaterial.

3. Kresling docking-preload cartridge

Use a Kresling-inspired shell as an unpressurized protective bellows or preload element around a service dock, not as a rigid-foldable habitable tower. Couple axial displacement and twist on a fixture that can measure them independently. Compare energy barriers, force hysteresis, recovery and cycle drift with a conventional spring/bellows cartridge. A useful device may provide a tactile engagement transition and compact dust protection. Its value is serviceability, not dramatic whole-building twisting. Geometry, material and fabrication determine response; the available primary record is not a calibration for our shell. Kresling experiments and theory.

4. Compliant PV skin and repairable dock together

Combine the breathing-skin coupon with an ordinary detachable air/power cartridge and an asymmetric keyed mechanical dock. Test whether a technician can replace the whole skin without opening the wet spine or disturbing the roof lock. This is the non-obvious manufacturing connection: put difficult bonded compliant materials in a replaceable module, while the robust datum/retention interface survives many generations. Compare a pressure-actuated coupon with a simple geared rigid flap at equal shaded area, recording energy, noise, speed, repair time and cycle damage. If the compliant option performs worse for the chosen duty, the standardized dock still accepts the conventional actuator. Universal modularity is valuable precisely because it does not require one mechanism to win every environment.

A prototype sequence with disconfirming tests

Build the two-leaf clearance coupon first, then a 1:2 six-leaf rig: 250 mm pitch, 750 mm width, 225 mm solids, chosen thickness scaled only if the coupon proves it. Include all four timing transmissions, real paired guides, end locks and a force-limited hand drive. Measure every joint angle and carriage position at 5° increments in both directions. Proposed screening gates are ±2 mm carriage error and <1° hinge tracking error; numerical geometry is held to a tighter separate tolerance. These are targets, not results.

After 500 dry cycles, repeat with a defined measured dust dose, deliberately increased friction on one hinge and one blocked rail. Power-loss tests must stop and hold without automatic restart. A latch sensor falsely reading “locked” must not override contradictory encoder/end-stop evidence. Never test a jam by putting a hand into it. No occupancy, wind exposure, snow loading or public demonstration is authorized by passing the bench tests.

The separate skin coupon begins with low-pressure guarded steps and a conservative pressure limit selected from actual material and fixture assessment. Record pressure, angle, electrical energy, leak-down, hysteresis and optical strain indicators. A proposed 10,000-cycle screening is a development gate, not a service-life qualification. Stop on visible crack, growing hysteresis, delamination, leakage or permanent set. Independently meter a controlled rainfall rig and test dirty first flush, blocked gutter and hose-disconnect interlock. The prototype book lists the measurable failure criteria and equipment.

Environment changes configuration, not physics

In a desert, prioritize shade and dust-cleanable dry joints, keep pneumatic filters accessible, use replaceable bearing covers and measure water use for cleaning. In temperate rain, prioritize removable gutters, overflow and source hygiene. In a cold environment, drain and lock the secondary layer away from ice and snow; an independently insulated airtight enclosure supplies survival conditions. At an exposed mountain site, site-specific anchoring and a qualified stowed-state strategy dominate visual compactness. This unqualified rig is not a polar shelter. Extraterrestrial use remains a separate materials, pressure, thermal-vacuum and radiation program; NASA optical-shield packaging is an instructive deployment precedent, not a lunar habitat certification. Starshade testbed record.

For agriculture, change shade/ventilation setpoints and module arrangement against the crop's measured light, temperature and humidity needs rather than reshaping an entire greenhouse for every cultivar. For robotics, start with visible fiducials, common grasp/retention points and an instrumented manual replacement process. Automation becomes credible when the same motion has a known force envelope, fault state and recovery path.

The ambition is therefore larger than a folding canopy: a platform whose living boundary is an inspectable, repairable machine. It can already combine rigid folding, pneumatic material motion, source-specific resource circuits and standardized manufacturing. The next leap is earned by repeatable coupons, measured interfaces and an honest interactive model that shows exactly where every load, drop of water and degree of freedom goes.

PROTOTYPE BOOK

Parts. Procedure. Pass / fail.

Authored engineering allowances—not supplier quotations. No hardware purchased. Open the detailed records for scope, dimensions, test methods and cost exclusions.

Open the complete prototype specification
id
origami-bench-01
status
Proposed experiments — no physical article built or tested
objective
Demonstrate a truly synchronized finite-thickness deployable utility canopy, then independently prove compliant pneumatic skin actuation and source-specific removable drainage.
proposed Dimensions
full Scale Leaf Pitch M
0.5
full Scale Rigid Leaf M
  • 0.45
  • 0.012
  • 1.5
leaf Count
6
fold Angle Range Deg
  • 15
  • 70
bench Scale
0.5
bench Leaf Pitch M
0.25
bench Rigid Leaf M
  • 0.225
  • 0.006
  • 0.75
bench End Trim M
0.0125
bench Deployed Span M
1.448889
bench Packed Span M
0.51303
intermediate Leaf Timing Transmissions
4
guide Tracks
2
skin Material Screen Coupon M
  • 0.14
  • 0.2
skin Integration Coupon M
  • 0.44
  • 0.6
bench Note
Scale is proposed; actual stiffness, buckling, friction and wind do not obey simple visual scale. No full-scale structural qualification follows from the bench.
mechanical Coupling
configuration
Four open equal-pulley belts on intermediate leaves 1–4; root and tip shafts keyed to neighboring leaves, not the carrying leaf. Adjacent belt planes stagger axially.
equations
  • beta_i = alpha_i - alpha_(i-1)
  • root pulley rotation relative to carrying leaf i = -beta_i
  • tip pulley rotation relative to carrying leaf i = beta_(i+1)
  • equal open-belt transmission: beta_(i+1) = -beta_i
  • fixed endpoint height: sin A + sin(A+B) = 0; selected branch A=-B/2
  • end x=N*l*cos(theta); do not independently command carriage and hinges
unresolved
Detailed keyed sleeves, bearing stack, tensioners, guards, tolerance accumulation, real belt compliance and backdrive response remain mechanical design work.
bom
  • item
    Repeated rigid leaf cassettes
    quantity
    6
    specification
    Bench 225 × 750 mm solids, nominal 6 mm total thickness, 250 mm pivot pitch. Weigh each; choose a benign machined sheet or sandwich coupon before PV payload.
  • item
    Interleaved hinge sets
    quantity
    7
    specification
    Retained axle, replaceable bushings and axially separated knuckles; include mounting tabs and guards in clearance coupon. Seven pivot lines include both ends.
  • item
    Equal-pulley synchronization transmissions
    quantity
    4
    specification
    Eight same-tooth-count pulleys, four open belts, neighbor-keyed sleeves and independent tension adjustment. Supplier tooth/belt ratings must be selected from measured torque.
  • item
    Ground guides and moving portal
    quantity
    1
    specification
    Two parallel 1.7 m bench rails, four guide wheels, rigid portal, end stops and alignment adjustment; no occupancy below rig.
  • item
    Force-limited manual drive and optional geared motor
    quantity
    1
    specification
    Start with hand drive and inline load cell. Optional 24 V drive only after kinematic and jam tests; full-scale 100 W/250 N numbers are sizing assumptions, not bench limits.
  • item
    Separate brake and manual recovery
    quantity
    1
    specification
    Power-loss hold, guarded manual drive, no automatic restart. Gear self-locking alone is not accepted as a safety brake.
  • item
    Positive carriage lock sets
    quantity
    2
    specification
    Retained pins plus designed receivers and independent engagement witnesses; do not transfer a catalog access-latch rating to this load path.
  • item
    Angle, displacement and force instrumentation
    quantity
    1
    specification
    Six optical angle targets or calibrated encoders, carriage ruler/linear encoder, load cell, electrical power meter, synchronized camera, backlash indicator and data log.
  • item
    Independent emergency stop / motion interlocks
    quantity
    1
    specification
    Hardwired motor cutoff, brake state, two end switches, force/current cutoff, manual reset and drain-disconnect state. No cloud service or learned controller in safety chain.
  • item
    Removable valley drains and ground manifold
    quantity
    4
    specification
    One drain at lower pivot positions 0/2/4/6; defined cross-width slope, unions and drainable ground hoses; only installed after mechanical lock.
  • item
    Rainfall collection measurements
    quantity
    1
    specification
    Metered spray supply, first-flush vessel, buffer scale, overflow/reject vessels, splash containment; all water nonpotable.
  • item
    Skin laminate material screening sets
    quantity
    3
    specification
    140 × 200 mm coupons screening equal, 2:1 and 4:1 relative flexural-stiffness layouts. Compare FRP/elastomer or thermoplastic candidates; do not copy a pressure limit from FlectoLine.
  • item
    Breathing skin integration coupon
    quantity
    1
    specification
    440 × 600 mm proposed asymmetric laminate with integrated air cushion, edge clamp and removable service dock; PV islands only after strain is mapped.
  • item
    Guarded low-pressure skin test circuit
    quantity
    1
    specification
    Low-volume supply, rated regulator, independent mechanical relief, vent, pressure transducer and transparent protective enclosure. Fixture/material pressure assessment precedes energizing.
  • item
    Replaceable skin electrical islands
    quantity
    1
    specification
    Initial inert masses / strain markers, then isolated PV segments away from measured curvature; meter energy and inspect joints.
  • item
    Keyed service-dock coupon
    quantity
    1
    specification
    Asymmetric locating rails, distinct wet/dry interfaces and separate retained pin; use original geometry rather than unlicensed Tsugite software.
  • item
    Protective equipment and dust containment
    quantity
    1
    specification
    Pinch guards, exclusion perimeter, shielded cycling fixture and controlled dust containment. No deliberate hand-in-jam test.
planning Cost
currency
USD
range
  • 1800
  • 5200
basis
Authored planning allowance for instrumented bench mechanism plus separate skin and drainage coupons; not supplier quotes. No purchase or spending occurred for these artifacts.
excludes
  • engineering labor
  • full-scale roof fabrication
  • certified wind/snow/foundation design
  • full PV installation
  • environmental chamber
  • long-duration outdoor and regulatory qualification
  • novel material tooling beyond simple coupons
procurement Gate
Obtain current fabrication, belt/shaft, sensor and laminate quotes; retain part ratings and safety data before procurement.
experiments
  • id
    E1-clearance
    name
    Finite-thickness two-leaf coupon
    method
    Build selected panel skins/core, root/tip tabs, actual bushings, cable loops and guard. Sweep 15–70° in both directions; measure gaps at each 5° step and at closest approach.
    measurements
    • minimum solid clearance
    • torque-angle curve
    • bushing play
    • cable minimum curvature
    • retained-pin security
    pass Criteria
    • No unintended contact or loss of pin retention
    • Documented positive clearance under specified tolerances; 25 mm full-scale trim alone is not proof
    • Cable meets the selected manufacturer's dynamic bend-radius data throughout travel
    disconfirming Result
    Mount tabs, guards, seals or cable loops collide despite panel-corner clearance; revise geometry before the six-leaf build.
    status
    Not run
  • id
    E2-synchronization
    name
    Four-transmission one-DoF branch
    method
    Install neighbor-keyed equal pulleys and open belts; constrain the end hinge to fixed height. Backdrive slowly from one end with motor disconnected; optically measure all six leaf angles and carriage position.
    measurements
    • all absolute and relative angles
    • end height and span
    • reversal backlash
    • belt tension
    • drive force
    pass Criteria
    • Proposed screening target: less than 1° absolute alternating-angle tracking error
    • Proposed bench carriage target: within ±2 mm of 1.5 cos(theta) m
    • No tooth jump, binding, branch change or uncommanded motion on reversal
    disconfirming Result
    Equal-angle animation cannot be physically reproduced with the chosen shaft/belt/bearing layout or under unequal joint friction.
    status
    Not run
  • id
    E3-jam-brake
    name
    Drive loss and obstruction
    method
    With guarded, unoccupied rig, interrupt power at 5° angle steps; block one wheel remotely and increase one hinge's friction in a measured manner. Confirm independent stop/hold and manual recovery.
    measurements
    • stopping displacement
    • peak force/current
    • hold drift
    • manual recovery force
    • fault log and restart state
    pass Criteria
    • Safe motion limits set by risk assessment before test
    • No automatic restart after power restoration
    • Contradictory end/lock states inhibit enable
    • Any tracking error beyond E2 target inhibits further powered cycling
    disconfirming Result
    A single blocked guide racks the roof, releases a pin or cannot be safely recovered.
    status
    Not run
  • id
    E4-cycling
    name
    Dry and contaminated repeatability
    method
    500 initial guarded dry cycles, inspect, then a separately defined measured dust exposure and further 500 screening cycles. Record debris dose/type and cleaning, not an undefined 'desert-proof' claim.
    measurements
    • torque drift
    • backlash
    • angle tracking
    • bushing/skin wear
    • cleaning time
    pass Criteria
    • Continue to meet E1–E3 criteria
    • Proposed stop threshold: more than 20% rise in unloaded drive force after identical cleaning
    • No cracks, loose retainers, tooth damage or unintended contact
    disconfirming Result
    A clean-lab mechanism becomes unreliable with practical service contamination.
    status
    Not run
  • id
    E5-rain
    name
    Four-valley collection and disconnect sequencing
    method
    Only on locked rig, install all drains. Supply measured rainfall including 10 mm/h equivalent, dirty first-flush challenge and one blocked gutter. Weigh feed, first flush, buffer, overflow and losses.
    measurements
    • mass balance closure
    • collection fraction
    • ponding depth
    • overflow route
    • residual drain water
    pass Criteria
    • Proposed mass-balance screening within ±5% of input
    • No unintended water retention or wet electrical path
    • Connected drain state inhibits unlocking; manually verify actual removal
    • Water remains labeled nonpotable
    disconfirming Result
    Water ponds between leaves, bypasses intended gutters, enters electrical service or remains trapped after draining.
    status
    Not run
  • id
    E6-breathing-skin
    name
    Laminate pressure-angle / strain / energy coupon
    method
    Screen small material coupons before full-size integration. After material/fixture review, use guarded low-pressure steps, independent relief and vent; initial commissioning ceiling proposed at 20 kPa gauge, not a material rating. Increase only after review of measured deformation and fixture limits.
    measurements
    • pressure-angle curve
    • local curvature/strain markers
    • hysteresis
    • leak-down
    • electrical energy per cycle and hold
    • permanent set
    • PV island strain
    pass Criteria
    • Repeatable direction and useful stroke with no crack/delamination
    • Vent and pressure loss return to a defined tested safe state
    • Proposed 10000-cycle screening after initial material validation; not a lifetime guarantee
    • Stop on growing leak, hysteresis, residual set or visible damage
    disconfirming Result
    Laminate needs unsafe pressure, loses useful stroke, damages PV, leaks excessively or consumes more energy than its environmental benefit.
    status
    Not run
  • id
    E7-repair-dock
    name
    Human-first replaceable skin and service interface
    method
    Time removal/reinstallation after DC isolation, venting and applicable draining. Deliberately attempt wrong orientation and wrong wet/dry mate with inert test connectors; cycle locating and retention geometry.
    measurements
    • replacement time
    • assembly force
    • play
    • retention proof
    • wrong-way mate result
    • interface leakage/insulation after service
    pass Criteria
    • Wrong-way mechanical insertion rejected by geometry
    • Wet and electrical couplings cannot be mistaken for each other
    • Separate retainer is required and engagement is inspectable
    • No need to unlock or disturb supported canopy for cassette replacement
    disconfirming Result
    Universal-looking geometry permits wrong-service connection or hides an unretained slide-out state.
    status
    Not run
advanced Demonstrators
  • id
    A1-zipper-tube
    objective
    Compact service gantry with high off-axis stiffness
    method
    Reproduce source geometry first in thin sheet, compare matched-mass single and coupled zipper tubes; thicken only after closure verification.
    proposed Proof
    At least 2× repeatable mass-normalized bending stiffness against matched baseline while retaining full deployment; separately restrain deployment mode.
    evidence
    • O02
    • O03
    • O18
    status
    Planned, not built
  • id
    A2-snap-lock-vent
    objective
    Passive state barrier and dry geometry-controlled ventilation
    method
    Reproduce source-scale PETG snap-lock tube separately from a mixed-mode ventilation lattice. Measure barrier/reverse force and pressure-drop/open-area/dust response respectively.
    proposed Proof
    Measured state separation survives repeated cycling; vent can be cleaned and retains predictable area/pressure drop. No load-column or filter claim.
    evidence
    • O04
    • O05
    status
    Planned, not built
  • id
    A3-kresling-dock
    objective
    Compact protective bellows / tactile preload at dry service dock
    method
    Use independent axial/twist fixture, compare shell to conventional spring/bellows at matched travel. Do not use as a pressure boundary.
    proposed Proof
    Repeatable force-displacement and twist path, measured recovery and no drift that permits false docking state.
    evidence
    • O16
    status
    Planned, not built
  • id
    A4-breathing-repair-skin
    objective
    Soft robotic PV/shade skin on durable repairable dock
    method
    Compare compliant coupon with geared rigid flap at equal shaded area; replace both via the same segregated service interface.
    proposed Proof
    Measured energy/noise/repair/cycle tradeoffs justify the compliant option for at least one duty; interface works even if conventional actuator wins.
    evidence
    • O08
    • O09
    • O11
    • O12
    status
    Planned, not built
structural Boundary
Bench tests do not qualify a roof. Full-scale member/lock/receiver/rail/foundation analysis, asymmetric gust and uplift tests, site anchor tests, snow/ice/water accumulation assessment, fatigue, electrical and pressure safety review are separate mandatory gates before occupied use.
evidence Boundary
Numerical geometry checks in validation.json validate the implemented mathematical model only. Every physical experiment remains explicitly Not run.
PRIMARY EVIDENCE

Follow the evidence.

Access levels distinguish full papers, abstracts, institutional reports and technical documentation. Findings belong to the cited devices; our proposed integration must earn its own results.

O01 / 2015 · abstract

Origami of thick panels ↗

Finding. Thick-panel mechanisms require designed spatial hinge geometry rather than simply adding thickness to a paper crease pattern.

Design use. Design finite-thickness joints explicitly; do not call a morphing render rigid origami.

Boundary. Abstract and originating laboratory summary reviewed; paper methods not fully accessed. Not evidence for this accordion hardware.

O02 / 2024 · official documentation

Stiff Deployable Structures via Coupling of Thick Miura-ori Tubes along Creases ↗

Finding. Toyota Central R&D Labs / University of Tokyo report fabricated meter-scale coupled thick Miura tubes with rigid-foldable geometry and enhanced stiffness.

Design use. Prototype a separate paired-tube frame after reproducing exact thick geometry, not decorative Miura triangles.

Boundary. Report of the originating team, not full methods or a certified building envelope. Research published 21 November 2024; news page 25 February 2025.

O03 / 2015 · full text

Origami tubes assembled into stiff, yet reconfigurable structures and metamaterials ↗

Finding. Zipper-coupled tubes suppress non-deployment bending/twisting through coupled geometry while retaining a deployment mode.

Design use. Separate transport compliance from in-use load path; design a zipper-tube comparative beam coupon.

Boundary. The intentionally flexible deployment mode still needs restraint. Paper-scale and modeled results are not building load ratings.

O04 / 2024 · full text

Self-locking and stiffening deployable tubular structures ↗

Finding. Thin thermoformed PETG skins and diaphragms demonstrate geometry-induced elastic buckling barriers and deployed stiffening. Methods include 30 mm target-diameter specimens and controlled thermal forming.

Design use. Reproduce one guarded snap-lock tube coupon; measure barrier and reverse load rather than extrapolate a building column.

Boundary. Thin laboratory material and fabrication-sensitive force response. Self-locking is not the same as autonomous deployment or a scalable certified roof support.

O06 / 2022 · full text

Data for Folding and Deploying Identical Thick Panels with Spring-loaded Hinges ↗

Finding. Reports measured torque-angle and damping characterization with rotary fixtures and free-vibration tests for thick-panel deployment experiments.

Design use. Measure each hinge torque curve and losses; do not paste research constants into an energy estimate.

Boundary. Published spring and damping constants belong to their specimens, not Anyground. Passive deployment depends on tuned trajectories.

O07 / 2022 · full text

Transition analysis of flat-foldable origami-inspired deployable shelter concepts ↗

Finding. Analytical and CAD transition analysis connects finite-thickness geometry and actuator torque to actuation placement.

Design use. Compare end-driven, hinge-driven and assisted motion against an instrumented bench rig before choosing deployment hardware.

Boundary. Reviewed transition analysis and accessible article sections, not a constructed certified shelter or complete environmental qualification.

O08 / 2020 · full text

Tsugite: Interactive Design and Fabrication of Wood Joints ↗

Finding. Interactive joint design jointly evaluates fabrication, assembly and geometric quality; demonstrated 3-axis CNC fabrication and assembled wood objects.

Design use. Adopt design-for-assembly / repair principles, not unlicensed software or an unsupported self-locking claim.

Boundary. Software page limits license to personal/noncommercial research; commercial reuse requires permission. A single-cut-direction joint is slidable in that direction and needs retention where relevant.

O09 / 2024 · abstract

Designing method for Japanese traditional joinery based on cluster boundaries defined by weighted spectral clustering and its application to mechanical joint design ↗

Finding. Weighted spectral clustering is used to derive joint boundaries and the method is applied to mechanical joint design with structural analysis.

Design use. Explore geometry synthesis for replaceable interfaces, then verify actual material, retention and tolerances.

Boundary. English abstract reviewed; no claim to have reproduced the Japanese full-paper methods or qualified timber service joints.

O10 / 2021 · abstract

Origami-Inspired Optical Shield for a Starshade Inner Disk Testbed: Design, Fabrication, and Analysis ↗

Finding. The originating record describes a 10 m optical shield testbed packed into approximately 2.3 m diameter and developed with deployment and finite-element models.

Design use. Large packing ratios are a real engineering discipline, but membrane/truss/load boundaries must remain distinct.

Boundary. Optical membrane testbed, not a weather roof or pressure enclosure; full report download not supplied by the record reviewed.

O11 / 2024 · official documentation

FlectoLine Façade — integrated actuation and material systems ↗

Finding. 83.5 m² outdoor compliant shading demonstrator integrates asymmetric FRP/elastomer or thermoplastic laminates, pneumatic cushions and PV. Apparatus page reports 0.3–1.5 bar for its hinge zones.

Design use. Build a separate guarded breathing-skin coupon; borrow integration architecture, not copied material constants.

Boundary. An originating-team report, not independent lifetime certification. Its pressure/angle relation cannot be transferred to a new laminate.

O12 / 2025 · official documentation

FlectoLine: Facades in motion ↗

Finding. University reports 101 flaps, 83.5 m² installation at a Freiburg botanical greenhouse, and two years of testing under real conditions.

Design use. This is present-day outdoor precedent for a non-generic responsive skin, not a reason to defer all material actuation to the distant future.

Boundary. Institutional progress report, not an independent quantified fatigue, energy or safety dataset.

O13 / 2026 · official documentation

E9 quarter-turn compression latches — technical literature ↗

Finding. A commercial latch family combines rotation, compression and specified retention/sealing details for selected configurations.

Design use. Use a supplier-qualified access latch for service panels; independent structural pins/receivers must be engineered separately.

Boundary. Catalog static loads and ingress claims apply to catalog assemblies only, not a roof, generic cassette or Anyground lock.

O14 / 2026 · official documentation

Energy chain filling rules and cable separation ↗

Finding. Guidance calls for cable mobility, separation, strain relief and bend-radius selection against the stiffest/largest service member.

Design use. Keep wet services fixed; test removable dry loops through actual hinge travel and buy cable against its own dynamic data.

Boundary. General routing guidance does not establish fatigue life or a correct bend radius for unselected cable.

O15 / 2023 · official documentation

livMatS Biomimetic Shell ↗

Finding. Demonstrates integrated computational design, lightweight timber cassette construction and robotic manufacture in a built research shell.

Design use. Repeat manufactured cassette logic and robot-reachable interfaces without pretending every bond is reversible.

Boundary. A purpose-designed project with distinct bonding and assembly details, not proof of universal robot-swappable joints.

O16 / 2024 · abstract

Kresling origami mechanics explained: Experiments and theory ↗

Finding. Experiments and theory address coupled axial/twist Kresling response and dependence on geometry, material and fabrication.

Design use. Test a non-pressure docking-preload or protective bellows coupon using independent axial/twist fixtures.

Boundary. Abstract / originating university record reviewed, not full constitutive calibration. Kresling is not generally a rigid-foldable mechanism.

O17 / 2014 · full text

Deployment Methods for an Origami-Inspired Rigid-Foldable Array ↗

Finding. Deployment study develops rigid-panel array concepts and physical prototypes with an explicit actuation/packaging problem, including Garolite and Kapton model construction.

Design use. Keep functional tiles on rigid islands, make hinge/actuator design visible, and test deployment independently from electricity generation.

Boundary. Space-array deployment study, not terrestrial wind, rain or public-space safety qualification.

O18 / 2015 · abstract

Thick Rigidly Foldable Structures Realized by an Offset Panel Technique ↗

Finding. Offset-panel techniques address material-thickness accommodation while retaining a chosen underlying folding motion.

Design use. Alternative for a later genuine thick-Miura coupon; not used to claim closure for the simple accordion.

Boundary. Discovery abstract / bibliographic evidence reviewed; detailed fabrication methods not fully accessed.