suvarnabhumi airport

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