In revision. The foundation slab is being redrawn under the Phase A corrective package to add insulation, a damp-proof membrane and a capillary break. No thermal figure is published for it and the current drawing is not issued. The detail number is shown rather than omitted, because a gap in a numbered sequence raises more questions than a stated revision does.
D.06
Losa de cimentación
Foundation slab
En revisión
510 mm
Espesor total · Revisión 01 · 2026-08
D.06
Losa de cimentación
SCALE 1:10
Navegable con las flechas del teclado; los mismos datos se publican como tabla en la tabla de capas de abajo.
Fotografías
1 / 8
Tabla de capas
| Capa | Material | Espesor | λ | Función |
|---|---|---|---|---|
| 1 Pavimento | Paving | 15 mm | — | Floor finish The section sheet names this layer "Pavimento" at 15 mm and does not say what it is made of. |
| 2 Pegamento | Adhesive | 5 mm | — | Bonds the floor finish Named "Pegamento" at 5 mm on the section sheet, with no material stated. |
| 3 Nivelacion | Levelling layer | 40 mm | — | Levels the slab beneath the floor finish Drawn as 30 to 40 mm. The 510 mm total is taken at 40 mm. The material is not stated, and the Spanish label is the sheet's own spelling, without the accent. |
| 4 Losa armada | Reinforced concrete | 350 mm | — | Ground-bearing structural slab Reinforced with Ø16–18 mm bars in two mats, top and bottom, on the client's instruction of 2026-09-21. Each mat is drawn in both directions: the bars crossing the section as circles, and the bars running along it as a horizontal bar a diameter inboard of them, which is where the second direction lies when the two are tied. The section sheet states no reinforcement at all, and no concrete grade. Bar spacing and cover are not stated either, so the drawing shows the steel at the larger of the two diameters, one bar diameter in from each face, evenly spaced — a mat, not a pitch — and says nothing about which direction is uppermost. See docs/OPEN-ITEMS.md item 3. |
| 5 Hormigón limpieza | Lean concrete | 100 mm | — | Blinding beneath the slab |
| Total | 510 mm |
Una raya indica que el documento de origen no declara ese valor; no es un cero. Las capas dentro de la viga van sangradas: van dentro del canto de la viga, por lo que la columna no suma el total.
Prestaciones calculadas
| Propiedad | Valor | Base |
|---|---|---|
| Peso propio | 1200 kg/m² | Mass estimate from the layers and dimensions in the source document. |
| Resistencia al fuego (EI) | Programa de ensayos en curso — contacte con el departamento técnico | A la espera del informe de ensayo de laboratorio |
| Aislamiento a ruido aéreo (R_A) | Programa de ensayos en curso — contacte con el departamento técnico | A la espera del informe de ensayo de laboratorio |
| Estanqueidad al agua | Programa de ensayos en curso — contacte con el departamento técnico | A la espera del informe de ensayo de laboratorio |
Aún no declarado
- EIResistencia al fuego · en ensayo
- R_AAislamiento a ruido aéreo · en ensayo
- watertightnessEstanqueidad al agua · en ensayo
Programa de ensayos en curso — contacte con el departamento técnico
Peso frente al tradicional
Notas de diseño
- The section shown is the current drawing, not the corrected one. It has no insulation, no damp-proof membrane and no capillary break. It is shown so that what is being revised is visible rather than left to be discovered, and it must not be used for specification.
- The corrected drawing is expected on completion of the Phase A corrective package. Contact the technical department for the current position on a live scheme.