Wooden curved centering arch formwork (known in Greek as kaloupi or armatura) and fast-setting volcanic pozzolan lime represent the ingenious erection methodology of Cycladic volto vaulting. Because structural timber was extraordinarily scarce on treeless Aegean islands, master carpenters built re-usable, mobile wooden centering ribs supported on adjustable vertical timber props and folding wedges. Utilizing fast-setting hydraulic mortar made from slaked lime and Santorini Theraic earth, masons erected the volcanic stone vault in modular 1.5-meter sections, striking the centering after just 72 hours and advancing the formwork along the room.
At a Glance: Key Takeaways
- Formwork System: Mobile Re-usable Wooden Centering Ribs (Kaloupi / Armatura)
- Formwork Sheathing: Flexible split pine or cypress laths (sandani)
- Support Mechanism: Vertical timber shores resting on paired hardwood folding wedges
- Striking Timeframe: 48 to 72 hours post-keystone placement (fast hydraulic set)
- Modular Advance: 1.2 m to 1.8 m progressive vault increments
The Timber Dilemma of the Aegean Islands
In the timber-rich regions of Northern Europe, erecting an arched stone vault was supported by vast forests of oak, pine, and fir. Carpenters could easily construct full-scale timber falsework (centering) that spanned entire cathedral naves, leaving the temporary scaffolding in place for months until the entire building was completed. In the arid Cyclades, however, timber was a precious luxury imported by ship from Mount Athos, Peloponnese, or the Black Sea.
A typical Cycladic village possessed only a few dozen structural timber poles, carefully hoarded and passed down through generations of builders. To construct vaulted homes, storehouses, and churches under these conditions of extreme resource scarcity, Greek island master masons developed a method of modular, mobile construction that extracted maximum structural efficiency from minimal timber resources.
Anatomy of the Kaloupi Centering Arch
The temporary wooden arch formwork is known in Cycladic carpentry as the kaloupi (from the Turkish kalıp, meaning mold) or armatura. Rather than constructing a solid wooden dome, the master carpenter built three or four identical curved timber ribs spaced 50 to 80 centimeters apart. Because long curved timbers were unavailable, each rib was assembled from short, segmented planks of wild cypress or pine, laminated together with staggered overlapping joints and pinned with wooden dowels or forged iron nails.
Across the top curved edges of these ribs, the carpenter nailed thin, flexible wooden laths (sandani) spaced approximately 10 to 15 millimeters apart. The resulting wooden cradle had a width of only 1.2 to 1.8 meters—just wide enough for two masons to work comfortably side by side. The entire apparatus was supported on vertical timber shores (stili), resting upon heavy timber mudsills laid along the room floor.
The Kinematics of Folding Timber Wedges (Sfines)
The critical mechanical component of the centering system was the pair of opposing hardwood folding wedges, known as sfines. Placed directly between the bottom of each vertical shore and the floor mudsill, these two matching triangular oak wedges were driven together until their combined height raised the centering deck to the exact springline elevation of the vault.
The genius of the folding wedge revealed itself during the striking process (to dekaloupoma). In traditional vaulting, removing falsework is the most dangerous moment of construction. If supports are knocked out violently, the sudden transfer of weight can shock the uncured masonry, causing immediate shear cracking and catastrophic collapse. By striking the thin ends of the folding wedges with wooden mallets, the carpenter drove them apart in tiny millimeter increments. The entire wooden centering settled downward smoothly and uniformly, allowing the volcanic stone vault to gently compress its mortar joints and assume its own self-supporting gravity arch with zero dynamic shock.
Modular Construction Cycles and Chemical Acceleration
The velocity of this modular construction system was made possible by the unique chemistry of Santorini Theraic earth pozzolan mortar. Ordinary non-hydraulic lime mortar requires four to eight weeks of curing before centering can be safely struck. With Theraic earth, the hydraulic crystallization of calcium silicate hydrates develops significant load-bearing capacity within forty-eight to seventy-two hours.
This rapid strength gain allowed Cycladic builders to operate in continuous, rhythmic construction cycles. In a single working day, masons laid the volcanic scoria stones and drove the central keystone (klidi). Over the next two days, the mortar achieved its initial hydraulic set. On the fourth day, the wedges were struck, the centering was lowered, and the entire wooden rig was slid forward along timber skid rails to the next bay. In this manner, an entire ten-meter-long vaulted hall could be erected in less than three weeks using a single, reusable wooden formwork rig, demonstrating a triumph of frugal vernacular engineering.
Centering Components, Striking Schedules & Mortar Strength Development
Use this reference table to calculate exact physical dimensions, ratios, and specifications before purchasing:
| Curing Elapsed Time | Mortar Hydration Phase | Compressive Strength | Centering Status | Permitted Construction Activity |
|---|---|---|---|---|
| 0–12 Hours | Initial chemical pozzolan reaction | <1.0 MPa (Plastic) | Fully supported on locked wedges | Laying stones and driving central keystone |
| 12–36 Hours | Formation of C-S-H crystalline gel | 2.5–3.5 MPa | Fully supported; curing under moist burlap | Grouting exterior spandrels and haunch fill |
| 48–72 Hours | Hydraulic hardening; initial set | 4.5–6.0 MPa | Loosen folding wedges by 5–10 mm (Decentering) | Vault settles into self-supporting compression |
| 7–14 Days | Active matrix petrification | 8.0–12.0 MPa | Centering fully struck and advanced to next bay | Applying exterior kourasani waterproof screed |
| 28–90 Days | Long-term carbonation & crystallization | 15.0–20.0 MPa | Centering long removed; building occupied | Full live loads and roof terrace usage permitted |
Practical Constraints
Every successful decoration project must account for physical and environmental constraints:
Extreme shortage and high economic cost of long structural timber beams across the Cyclades
Builders could not afford full-length falsework covering an entire 10-meter-long hall at once. Mitigation: Engineer compact, mobile 1.5-meter modular centering units that are reused bay-by-bay.
Rapid water evaporation from lime mortar in dry, wind-swept Aegean summer conditions
Can prevent full hydraulic pozzolan reaction, leading to friable, chalky mortar joints. Mitigation: Drape wet burlap sacks over newly laid vaults and maintain continuous fresh-water misting.
Execution Blueprint & Craftsmanship Sequence
Execute this professional sequence to achieve flawless results without backtracking:
Centering Rib Fabrication (Kaloupi)
Saw curved wooden arch ribs from short timber planks, nailing laminated segments together to form the precise semicircular or catenary curvature of the room.
Shores and Folding Wedge Placement
Erect vertical timber posts spaced 800 mm on center, setting each post base upon a pair of opposed hardwood folding wedges resting on stone mudsills.
Lathing and Release Sheathing
Nail flexible 20x50 mm wooden laths across the curved ribs to form the continuous curved formwork deck, covering with soaked reed mats to prevent mortar sticking.
Springline Bedding and Radial Alignment
Establish radial sightlines using a center-pivot cord, laying the initial courses of dense basalt voussoirs on thick hydraulic lime-pozzolan mortar beds.
Synchronized Bilateral Stone Laying
Work inward from both supporting walls simultaneously, placing pre-wetted red scoria stones in alternating courses with staggered perpendicular joints.
Driving the Crown Keystone Voussoirs (Klidi)
When the two rising haunches meet at the apex with a 100 mm gap, coat dense wedge-shaped stones with lime grout and drive them firmly into the slot.
Controlled Decentering (Dekaloupoma)
After 72 hours, tap the thin end of the folding timber wedges with wooden mallets, lowering the centering deck 10 mm away from the stone vault intrados.
Advancing the Formwork Bay
Slide the mobile centering unit forward on timber skid rails to the next bay, re-tighten the folding wedges to elevation, and commence the next vault segment.
Common Mistakes & Countermeasures
Avoid these costly errors that compromise aesthetics, ergonomics, and budget:
Laying volcanic stones on only one side of the centering arch during construction
Striking the centering abruptly by knocking out props with sledgehammers
Project Execution Checklist
Track your physical progress. Checkboxes persist automatically on this device:
Frequently Asked Questions
How did builders construct long vaulted rooms with only a small amount of timber?
They utilized mobile modular centering. A master carpenter built a wooden centering arch that was only 1.2 to 1.8 meters wide. Masons erected a vault segment over this formwork, drove the keystone, waited 72 hours for the hydraulic pozzolan mortar to set, struck the formwork by tapping out the folding wedges, and slid the wooden rig forward along greased timber rails to build the next segment.
What is the function of 'folding wedges' in arch centering?
Folding wedges (paired opposing wooden wedges) are placed beneath the vertical shores supporting the formwork. During construction, they lock the falsework at the exact required height. When decentering, the wedges are gently tapped outward in opposite directions. This allows the centering to lower smoothly and evenly by a few millimeters, transferring compressive loads gradually to the stone arch without shock.
Why did masons cover the wooden centering with wet straw or reed mats?
The wet straw or reed mats served two purposes: they acted as a bond breaker, preventing the sticky lime-pozzolan mortar from adhering to the wooden laths; and they retained moisture, preventing the dry timber from sucking water out of the mortar during the critical initial setting period.