Notice: Function _load_textdomain_just_in_time was called incorrectly. Translation loading for the acf domain was triggered too early. This is usually an indicator for some code in the plugin or theme running too early. Translations should be loaded at the init action or later. Please see Debugging in WordPress for more information. (This message was added in version 6.7.0.) in /home4/rucativa/public_html/ssc2.pedroazambujavarela.net/wp-includes/functions.php on line 6170
Permanent – Stereotomy Semantic Classification

Permanent

Centering, although traditionally thought as a carpentry temporary structure, may be embedded in the final building structure, in what we call a permanent centering.

In the Temple of Diana, only six arches are built with a typical centering, probably reusing the same wood truss. These arches have a stone wide space between them, with a supporting dent in which a course of stone slabs was put in place. When the complete second set of stones created an arch, the weight was discharged in the wall instead of the first set of stones.

Instead of an interleaved permanent centering, a continuous form of permanent centering may be found in the baths of Sufetula in which a first barrel vault made of a different material (ceramic tubes) is built with a quick setting plaster and on top of this surface, the heavier voussoirs are put in a radial fashion thus creating the final arch (Adam, 2005).

In concrete construction, the concept of lost formwork is commonly used, and could be also applied to stereotomic construction. A centering made with a material easier to work with than stone would give support for these stones to be put in position, and should cater to their own weight. The added weight of people travelling, roof construction or others, would already be supported by the compressive discharge between stones. This concept is effectively illustrated in the “Viollet le Duc” Arch (Fallacara and Stigliano, 2012) where a metallic falsework efficiently dictates each voussoir’s position. The Flex Bridge stone arch visible in (Fallacara, 2016) only uses a top membrane attached to the blocks to keep their extrados common edges in position, so it depends on a perfect contact between voussoirs for the final shape of the work; this is also the case of the pre cast concrete voussoirs FlexiArch (Taylor et al., 2006) bridge system, which has been extensively applied in Ireland.

Works featuring this facet:

Facets:

Show all Semantics
  • E Equilibrium

    • EA Macro-shape

      • EAA Generation method

        • EAAA Top down

          • EAAAA Constant generatrix

          • EAAAB Varying generatrix

        • EAAB Bottom up

          • EAABA Hanging models

          • EAABB Graphic statics

      • EAB Continuity

        • EABA Segmented

        • EABB Continuous

    • EB Structural functioning

      • EBA Compression only

      • EBB Compression and tension

        • EBBA Tension resistant voussoirs

        • EBBB External reinforcement

      • EBC Tension only

    • EC Surface subdivision

      • ECA One level subdivision

        • ECAA Pattern

          • ECAAA Periodic

            • ECAAAA Developable

            • ECAAAB Constant principal curvature

          • ECAAB Non-periodic

            • ECAABA Topological approach

              • ECAABAA Regular

              • ECAABAB Semi regular

            • ECAABB Space filling polygons

        • ECAB Performative subdivision

          • ECABA Curvature

          • ECABB Aesthetics

          • ECABC Voussoir dimensions

      • ECB Multiple level subdivision

        • ECBA Courses and voussoirs

        • ECBB Micro voussoirs within macro voussoirs

    • ED Foundation

      • EDA Site fixation

        • EDAA Pre-existing static base

        • EDAB Purposed static base

        • EDAC Tensioned springers

        • EDAD Wall or lintel supports

      • EDB Springer

        • EDBA Materiality

          • EDBAA Same as voussoir

          • EDBAB Different material

        • EDBB Geometry

          • EDBBA Subdivision continuity

          • EDBBB Specific design

  • T Tomotechny

    • TA Materialisation Processes

      • TAA Subtractive

        • TAAA 2D cut

          • TAAAA Milling (2D cut)

          • TAAAB Laser

        • TAAB 3D cut

          • TAABA Milling (3D cut)

          • TAABB Saw (3D cut)

          • TAABC Wire cutter

          • TAABD Water jet

        • TAAC 3D carve

          • TAACA Chisel and Mallet

          • TAACB Milling (3D carve)

          • TAACC Saw (3D carve)

      • TAB Additive

        • TABA Material extrusion

        • TABB Binder jetting

      • TAC Formative

        • TACA One-off Mould

        • TACB Reconfigurable Mould

    • TB Centering

      • TBA Temporary

        • TBAA Support structure below

          • TBAAA Extruded grid

          • TBAAB Per-Voussoir

          • TBAAC Along lines

        • TBAB Tensioned voussoirs above

      • TBB Permanent

      • TBC Inexistent (Centering)

        • TBCA Self supported

        • TBCB Additionally supported

    • TC Technical drawing method

      • TCA Two dimensional drafting

        • TCAA Trait

        • TCAB Descriptive geometry

      • TCB Three dimensional modelling

        • TCBA Computerized model

        • TCBB Computational model

  • V Voussoirs

    • VA Material

      • VAA Sustainability

        • VAAA Extraction

        • VAAB Transportation

        • VAAC Processing

        • VAAD Fabrication

      • VAB Structural performance

        • VABA Compression

        • VABB Tension

        • VABC Density

      • VAC Material Typology

        • VACA Subtractable materials

        • VACB Formable materials

        • VACC Additive materials

    • VB Intrados and Extrados

      • VBA Surface

        • VBAA Double Curvature

        • VBAB Single Curvature

        • VBAC Planar (Intrados and Extrados Surface)

        • VBAD Textured

      • VBB Perimeter

        • VBBA Concavity

          • VBBAA Convex

          • VBBAB Concave

        • VBBB Correspondence

          • VBBBA Analogous

          • VBBBB Differentiated

    • VC Contact surface

      • VCA Geometry

        • VCAA Ruled

        • VCAB Planar (Contact Surface)

        • VCAC Composite

      • VCB Friction

        • VCBA Smooth

        • VCBB Rough

      • VCC Mortar

        • VCCA Inexistent (Mortar)

        • VCCB Gap filling

        • VCCC Binding

      • VCD Interlock

        • VCDA Alignment

        • VCDB Sliding prevention

        • VCDC Cantilevering


Posted

by