suvarnabhumi airport
DESCRIPTION
Suvarnabhumi Airport wide-span structureTRANSCRIPT
SUVARNABHUMI AIRPORTBANGKOK, THAILAND
KARUNIA IMAN P. 2012420030
FELICIA AMANDA 2012420161
THEODORE EDWARD 2013420060
THOMAS HARTANTO 2013420091
ELIZABETH VANNY 2013420098
SUVARNABHUMI AIRPORT• BANGKOK, THAILAND
• 1995-2006
• HELMUT JAHN OF MURPHY / JAHN ARCHITECTS
• MEMBRANE AND SPACE TRUSS STRUCTURE
• 563,000 SQUARE METRES AIRPORT TERMINAL
EKSTERIOR
iNTERIOR
The construction
ELEMEN STRUKTURAL
SPACE TRUSS BAJA
RING BALOK BAJA
KOLOM BAJA
ELEMEN ARSITEKTURAL
MEMBRAN ATAP
KACA + FRAME
STRUKTUR SELAPUT
• FLEKSIBEL, RINGAN
• DAPAT MEMBENTANG LUAS
• MERUPAKAN STRUKTUR TARIK MURNI
• PERKUATAN DENGAN PRATEGANG, RANGKA, DAN DIKAITKAN STRUKTUR LAIN YANG LEBIH KAKU
TRIPLE-LAYER MEMBRANE ROOF• THE OUTER LAYER
TERBUAT DARI SERAT KACA DENGAN PTFE-COATING, BERAT 1200G/M2HIGH REFLECTANCE, HIGH TENSILE STRENGTH, DIRT-REPELLENCE, DURABILITY
• THE MIDDLE LAYERSEBAGAI INSULASI SUARA6 MM TRANSPARENT PC SHEETS ARE ATTACHED TO A STEEL CABLE MESH. AT 7.2 KG/M2 FOR THE PC SHEETS, THE ENTIRE ROOF CONSTRUCTION ATTAINS A SOUND REDUCTION INDEX OF 35 DB (ILL. 2).
TRIPLE-LAYER MEMBRANE ROOF• THE INNER LAYER
GLASS FIBRE – FURNISHED WITH A LOW-E COATING ON THE SIDE FACING THE INTERIORTRANSLUCENT, UV PROTECTION, ACOUSTIC ABSORPTION
OPEN-WEAVE GLASS FIBRE, (WEIGHT CA. 280 G/M2), IS PRIMED ON BOTH SIDES WITH AN ULTRA-THIN LAYER OF TRANSPARENT PTFE TERPOLYMER. THEN AN ALUMINIUM COATING (CA. 100 NM) IS APPLIED TO THE INSIDE. THE COMPLETED MEMBRANE WEIGHS 330 G/M2, THE TENSILE STRENGTH IS 3250 N/5 CM.
ANALISIS STRUKTUR
Kestabilan
PENYALURAN BEBANBeba
n
Disalurkan merata
Lewat membranBeban disalurkan
Space truss
Kolom baja
Pondasi
Beban disalurkan pada permukaan membran secara merata.Tidak tahan beban terpusat.
SUMMARY
• ADVANCED LONG SPAN, LIGHTWEIGHT STEEL STRUCTURES, EXPOSED PRE-CAST CONCRETE STRUCTURES
• LOW E-COATED GLASS, A THREE LAYER TRANSLUCENT MEMBRANE (HEAT AND NOISE INSULATION, NATURAL DAYLIGHT), INTEGRATED COOLING, USING WATER AS A LOW ENERGY CARRIER AND THE THERMAL MASS OF CONCRETE AND A DISPLACEMENT VENTILATION SYSTEM WITH MINIMAL AIR-CHANGES.
• MAXIMIZE DAYLIGHT AND COMFORT, MINIMIZE THE USE OF ENERGY