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act 1 - Cultural Route in Târgu Jiu

CONCEPTUAL SCHEME OF THE PROPOSED CIRCUIT

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NEGATIVE IMPRINT OF CALEA EROILOR

Cocoșul (The Rooster), Constantin Brâncuși, 1922

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HISTORICAL-MORPHOLOGYCAL  ANALYSIS OF TÂRGU JIU AND ITS CENTRAL AREA

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PROPOSED URBAN INTERVENTIONS ALONG CALEA EROILOR AREA

act 2 - Extension of the "Constantin Brâncuși" Centre for Research, Documentation and Promotion

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CONCEPTUAL MODEL

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DRAWN SURVEY OF THE HOUSE

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BARBU GÂNESCU HOUSE MODEL

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CONCEPTUAL SKETCHES

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GROUND FLOOR + PIAZZA PLAN

  1. CENTRE OF THE CITY SQUARE

  2. MUSEUM PIAZZA

  3. METAL ROUTE MARKER

  4. CONNECTING WALKWAY TO “CONSTANTIN BRÂNCUȘI” PARK

  5. FOUNTAIN INTEGRATED INTO THE PAVING

  6. RECREATION AREA TRACING THE FOOTPRINTS OF LOST BUILDINGS

  7. GREEN SPACE WITHIN THE PEDESTRIAN CENTRE

  8. DRINKING FOUNTAIN

  9. SYMBOLIC REINSTATEMENT OF URBAN LIGHTING

  10. MODEL OF THE CITY’S HISTORICAL EVOLUTION

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PAVEMENT JUNCTIONS DETAILS

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GROUND LEVEL PLAN

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UNDERGROUND LEVEL PLAN

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GROUND LEVEL PLAN

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UPPER LEVEL PLAN

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CONCEPTUAL MODEL OF THE CHARACTERISTIC SECTION

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SECTIONS

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VIEWS

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SECTION + PLAN ; 1:50 SCALE

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EXTERIOR WALL - EXPOSED CONCRETE SANDWHICH WALL WITH TRANSLUCENT ROOFING

  1. CONCRETE WALL EXPOSED 40cm THERMAL INSULATION BASALT WOOL 10cm CONCRETE WALL EXPOSED 200cm

  2. WINDOW ALUMINIUM HIDDEN FRAME WITH RUBBER ELEMENTS FOR BREAKING THE THERMAL BRIDGE LOW-E TRIPLE LAYERED GLASS

  3. CONEXPAND CONNECTORS

  4. METALLC BENCH, COPPER FINISH

  5. STEEL ANCHORING PLATE, 10–12 MM THICK, MECHANICALLY FIXED TO THE CONCRETE CROWN BEAM WITH M16 CHEMICAL ANCHORS.

  6. EPDM / NEOPRENE SEPARATION LAYER BETWEEN THE STEEL ANCHORING PLATE AND THE CONCRETE SURFACE, PREVENTING DIRECT METAL–CONCRETE CONTACT AND WATER INFILTRATION.

  7. INCLINED STEEL SUPPORT BRACKET, WELDED OR BOLTED TO THE ANCHORING PLATE, USED TO RECEIVE THE ROOF PERIMETER BEAM.

  8. STEEL PERIMETER BEAM, RHS 120 × 80 × 5 MM OR EQUIVALENT STEEL PROFILE, SUPPORTING THE SECONDARY ROOF STRUCTURE.

  9. PRIMARY STEEL RAFTERS, RHS 120 × 60 × 4 MM / IPE 140, PLACED IN THE DIRECTION OF THE ROOF SLOPE.

  10. SECONDARY STEEL PURLINS, RHS 60 × 40 × 3 MM, SPACED AT APPROXIMATELY 800–1000 MM.

  11. ALUMINIUM POLYCARBONATE GLAZING PROFILES, WITH PRESSURE CAPS AND CONTINUOUS EPDM GASKETS.

  12. MULTIWALL POLYCARBONATE PANELS, 40 MM THICK, OPAL / TRANSLUCENT FINISH, UV-PROTECTED EXTERNAL FACE.

  13. POLYCARBONATE CELLS ORIENTED ALONG THE ROOF SLOPE, ALLOWING INTERNAL CONDENSATION TO DRAIN CORRECTLY.

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  1. EXPOSED REINFORCED CONCRETE WALL, POURED IN SITU, 400 MM

  2. REINFORCED CONCRETE CROWN BEAM, POURED IN SITU, APPROX. 300 × 500 MM

  3. WATERPROOFING MEMBRANE TURNED UP ON THE CONCRETE CROWN BEAM

  4. METAL COPING WITH DRIP EDGE, PAINTED ALUMINIUM / ZINC SHEET, 0.8–1 MM

  5. STEEL ANCHORING PLATE, 10–12 MM THICK, FIXED TO CONCRETE WITH M16 CHEMICAL ANCHORS

  6. EPDM / NEOPRENE SEPARATION LAYER BETWEEN STEEL PLATE AND CONCRETE

  7. INCLINED STEEL SUPPORT BRACKET, WELDED OR BOLTED TO THE ANCHORING PLATE

  8. STEEL PERIMETER BEAM, RHS 120 × 80 × 5 MM

  9. PRIMARY STEEL RAFTERS, RHS 120 × 60 × 4 MM / IPE 140, PLACED ALONG THE ROOF SLOPE

  10. SECONDARY STEEL PURLINS, RHS 60 × 40 × 3 MM, SPACED AT 800–1000 MM

  11. ALUMINIUM POLYCARBONATE FIXING PROFILE WITH PRESSURE CAP

  12. CONTINUOUS EPDM GASKETS FOR WATERPROOFING AND THERMAL MOVEMENT

  13. OPAL MULTIWALL POLYCARBONATE PANEL, 40 MM THICK, UV PROTECTED

  14. POLYCARBONATE CELLS ORIENTED ALONG THE ROOF SLOPE

  15. UPPER END SEALED WITH ALUMINIUM SEALING TAPE AND U-PROFILE

  16. LOWER END VENTILATED WITH MICRO-PERFORATED ANTI-DUST TAPE AND DRAINED U-PROFILE

  17. METAL FLASHING AT THE WALL-ROOF JUNCTION, MIN. 100–150 MM OVERLAP

  18. CONCEALED GUTTER AT THE LOWER EDGE OF THE ROOF

  19. ELASTIC POLYURETHANE / MS POLYMER SEALANT AT CONCRETE–METAL JUNCTIONS

  1. EXPOSED REINFORCED CONCRETE WALL, POURED IN SITU, 400 MM

  2. RECESSED DISPLAY NICHE FORMED INSIDE THE CONCRETE WALL

  3. LOCAL REINFORCED CONCRETE LINTEL ABOVE NICHE OPENING

  4. SMOOTH FAIR-FACED CONCRETE REVEAL AROUND THE NICHE

  5. CONCEALED GALVANIZED STEEL / ALUMINIUM SUBFRAME, 40 × 40 MM

  6. EPDM SETTING BLOCKS AND CONTINUOUS RUBBER GASKETS

  7. LAMINATED TEMPERED GLASS PANEL, 8+8.2 MM OR 10+10.2 MM

  8. FLUSH METAL RETAINING FRAME, POWDER-COATED / BRONZE FINISH, 3–5 MM

  9. LINEAR LED PROFILE IN ALUMINIUM WITH OPAL DIFFUSER

  10. LED STRIP, 24V, 3000–4000K, CRI 90+

  11. CONCEALED ELECTRICAL CABLE CHANNEL, Ø20 MM FLEXIBLE CONDUIT

  12. REMOTE LED DRIVER PLACED IN ACCESSIBLE SERVICE BOX

  13. REMOVABLE ACCESS PANEL FOR LED MAINTENANCE

  14. SMALL VENTILATION GAP, APPROX. 10 MM, FOR HEAT DISSIPATION

  15. INTERNAL BACK PANEL, PAINTED METAL / MATTE WHITE SURFACE, FOR LIGHT REFLECTION

  16. OBJECT SUPPORT PLATE / DISPLAY SHELF, METAL, 5–8 MM THICK

  17. ELASTIC SEALANT JOINT BETWEEN GLASS FRAME AND CONCRETE REVEAL

  1. EXPOSED REINFORCED CONCRETE WALL, POURED IN SITU, 400 MM

  2. RECESSED BENCH NICHE FORMED IN THE CONCRETE WALL

  3. LOCAL THICKENED CONCRETE EDGE AROUND THE RECESS

  4. CONCEALED STEEL ANCHORING PLATES, 10 MM THICK, CAST-IN OR CHEMICALLY ANCHORED

  5. M12 / M16 CHEMICAL ANCHORS FIXED INTO THE REINFORCED CONCRETE WALL

  6. STEEL SUPPORT BRACKETS, 8–10 MM THICK, PLACED AT 600–800 MM CENTRES

  7. METAL BENCH SUBFRAME, RHS 40 × 40 × 3 MM OR 50 × 30 × 3 MM

  8. FOLDED METAL SEAT PLATE, 5–8 MM THICK

  9. MATTE BRONZE / POWDER-COATED STEEL FINISH

  10. ROUNDED FRONT EDGE FOR USER COMFORT, RADIUS 10–20 MM

  11. SMALL SHADOW GAP BETWEEN BENCH AND CONCRETE, APPROX. 10–15 MM

  12. EPDM / NEOPRENE SEPARATION STRIP BETWEEN METAL AND CONCRETE

  13. HIDDEN MECHANICAL FIXINGS FROM BELOW

  14. ELASTIC SEALANT JOINT AT CONCRETE–METAL CONTACT

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