Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision PBL Group Ltd....

149
PBL Group Ltd. PBL Group Ltd. Presentation by Mr. Prapat Boonlualoah CEO, PBL Group Ltd., Bangkok 8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road Lardyao, Jatujak Bangkok 10900,Thailand. Part 3 Part 3 Work Examples - Buildings Work Examples - Buildings

Transcript of Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision PBL Group Ltd....

  • Slide 1

Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision PBL Group Ltd. Presentation by Mr. Prapat Boonlualoah CEO, PBL Group Ltd., Bangkok 8/11 Soi Viphavadi 44, Viphavadi-Rangsit Road, Lardyao, Jatujak, Bangkok 10900,Thailand. Part 3 Work Examples - Buildings Slide 2 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Projects Case Studies Hamad Medical City (The 2006 Asian Games Complex, Doha, Qatar). ABC Tower (Sharjah, UAE) River side Garden Marina (BKK, Thailand) Asia Center (BKK, Thailand) Shrewsbury International School (2006 PTI Award of merit winning project, BKK) Ideal 24 (BKK, Thailand) OCIC Tower (Phnompenh, Cambodia) Museum of Islamic Art (Doha, Qatar) Slide 3 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City, Doha, Qatar (Asian Games 2006 Complex) Total Post-Tensioning Area By PBL = 600,000 Sqm Hamad Medical City, Doha, Qatar (Asian Games 2006 Complex) Total Post-Tensioning Area By PBL = 600,000 Sqm Hamad Medical City Slide 4 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City Hamad Medical City, Site Layout Model Slide 5 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City, Doha, Qatar Case Studies Married Staff & Nurses Hostel 32 Buildings of 8 9 storey residential Post tension flat plate system Typical span 6.5 x 7.5 m Thickness 225 mm PBL Flat duct bonded tendon system Area 150,000 sq.m. Ministry of Public Health 9 storey office and 3 floors parking building Post tension flat plate system Typical span 9 x 9 m Thickness 250 mm PBL Flat duct bonded tendon system Area 40,000 sq.m. Slide 6 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City, Doha, Qatar Case Studies Central Energy Plant Building 4 storey plant building Post tension slab with banded beam system Typical span 9 x 12 m Thickness 320 mm Banded beam PBL Flat duct bonded tendon system Area 30,000 sq.m. Staff Club 4 storey services building Post tension flat plate system Typical span 8.5 x 9 m Thickness 250 mm PBL Flat duct bonded tendon system Area 8,000 sq.m. Slide 7 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City, Doha, Qatar Case Studies Hospital Building 4 storeys of common podium 3 Towers of 9 storey, 8 storey and 6 storey PT flat plate, PT slab & slab band, PT band beam PT transfer floor with grid beam Span combinations ranging from 9 35 m with cantilever from 4 10 m Thickness ranging from 250 800 mm PBL Flat duct bonded tendon system Area 200,000 sq.m. Oval Car Park 1 storey of parking floor Post tension flat plate system Typical span 9 x 9 m Thickness 250 mm PBL Flat duct bonded tendon system Area 30,000 sq.m. Slide 8 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Installation in Qatar Hamad Medical City Slide 9 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Works-in-Progress - Qatar Hamad Medical City Staff Club MOPH CEP Married Staff & Nurse Hostel Slide 10 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision MOPH Building Hamad Medical City Slide 11 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision MOPH Building Hamad Medical City Slide 12 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Married Staff & Nurse Hostel Hamad Medical City CEP Slide 13 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City Staff Club Cantilever at Corner of Building Slide 14 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Construction of Hospital Building Hamad Medical City Slide 15 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hospital Building - Key Plan Hamad Medical City SNF PMR ORTHO CH Slide 16 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hospital Building - Key Plan Hamad Medical City Slide 17 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision SNF_Framing and R/f Layout Hamad Medical City Slide 18 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision SNF_Tendon Layout Hamad Medical City Slide 19 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision PMR_Framing & R/f Layout Hamad Medical City Slide 20 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision PMR_Tendon Layout Hamad Medical City Slide 21 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City Transfer Structure Children Hospital Framing Slide 22 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City Transfer Structure Children Hospital Tendon Layout Slide 23 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Transfer Structure Children Hospital Hamad Medical City Framing with banded beam Slide 24 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Transfer Structure Children Hospital Hamad Medical City Tendon Layout Slide 25 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Completed Children Hospital Building Hamad Medical City Slide 26 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Completed PT Slab Hospital Building Hamad Medical City Slide 27 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City Completed PT Slab Hospital Building Slide 28 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City Completed PT Slab Hospital Building Slide 29 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City Completed PT Slab Hospital Building Slide 30 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City Completed PT Slab Hospital Building Slide 31 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Hamad Medical City Completed PT Transfer Floor Hospital Building Slide 32 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Tower A, B, C, Sharjah, U.A.E. Case Studies 4 parking floors as common podium + 3 towers of 33 floors of residential Post tension flat plate system Typical span 8 - 9 m Thickness 220 mm PBL Flat duct bonded tendon system Area 120,000 sq.m. Slide 33 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Towers A, B and C U.A.E Tower A, B, C Slide 34 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Tower A, B, C Framing Slide 35 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Tower A, B, C R/f Layout Slide 36 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Tower A, B, C Tendon Layout Slide 37 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Riverside Garden Marina, Bangkok, Thailand Case Studies 6 parking floors + 1 landscape garden + 3 towers of 30 floors residential Post tension flat plate system Typical span 10 x 9 m (octagonal shape) Thickness 250 mm with 50 mm slab depression at local bathroom area PBL Flat duct bonded tendon system Area 120,000 sq.m. Slide 38 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Riverside Garden Marina Case Studies Slide 39 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Riverside Garden Marina Case Studies Slide 40 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Riverside Garden Marina Framing Slide 41 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Riverside Garden Marina R/f Layout Slide 42 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Riverside Garden Marina Tendon Layout Slide 43 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Asia-Center, Bangkok, Thailand Case Studies 20 storey office towers + 8 storey car park Post tension flat plate system Typical span 11 x 13 m Thickness 300 mm PBL Flat duct bonded tendon system for office slab tower PBL Single Strand bonded tendon system for car park PBL Multi Strand round duct system for transfer beams and beams of perimeter moment resisting frames PT slab area = 39,000 Sq.m Slide 44 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Asia-Center, Bangkok, Thailand The entire structure is designed with PT floor system and perimeter moment resisting frame which incorporates column bracing and long span beams The beams of the perimeter frame are designed as PT beams PT transfer beams are used at every interval of 4 floors and transfer gravity load by bracing columns and PT tie beam members at ever 4 floor intervals The 1st floor of office tower takes 28 m clear span and supported by PT slab and beam systems. The transfer beams at 8th floor level (i.e. 1st office floor) is designed as part of rigid PT frame supported by 2 nos. of 20 m tall R. C. columns Slide 45 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Asia-Center, Bangkok, Thailand Typical PT floor slab is designed using strip method of designing slab to determine the amount of pre-stressed force by balance load with self weight of slab itself. The number of tendons as obtained by the strip method are distributed in both directions as per concept of load distribution in slab by strip method. FEM analysis is used to analyze and design of the slab serviceability and strength. Special provision for seismic design of Chapter 21, ACI 318-02 is also incorporated for the design of PT perimeter moment-resisting frame. Slide 46 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Asia Center Case Studies Asia Center: The entire structure is being designed as a moment-resisting frame which incorporates column bracing and long spans. The structure is designed such that the slab system acts in resisting gravity loads and transmit lateral load to perimeter concrete frame using PT member incorporating bracing transfer structure system for gravity and lateral load and also incorporate tall column height with long PT transfer beam. This Project is in accordance with the latest addition to the Chapter 21, ACI02 Code, which incorporates seismic forces using pre-stressing. Slide 47 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Framing Slide 48 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center R/f Layout Slide 49 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Tendon Layout Slide 50 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Tendon Layout Details Typical Floors Slide 51 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Floor Mesh Slide 52 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Moment at Section Slide 53 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Moment at Section Slide 54 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Deformation -3D Slide 55 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Deformation -3D Slide 56 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Deformation -3D Slide 57 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Plane Frame analysis Gravity Loading Axial Moment (beams) Moment (columns) Shear (columns) Shear (beams) Slide 58 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Plane Frame analysis Wind Loading Axial Moment (beams) Moment (columns) Shear (columns) Shear (beams) Slide 59 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Plane Frame analysis PT Loading Axial Moment (beams) Moment (columns) Shear (columns) Shear (beams) Slide 60 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Plane Frame analysis Deformation Gravity WindPT Gravity+Wind+PT Slide 61 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center 3D Structural Modeling - ETABS Slide 62 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Wind Load Analysis - ETABS Wind X Wind Y Slide 63 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionAsia-Center Modes Shape Analysis - ETABS Mode1 T=3.0987s Mode2 T=2.5287s Mode3 T=2.4402s Slide 64 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Bangkok City International School /Shrewsbury International School Slide 65 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Bangkok City International School /Shrewsbury International School Seven buildings consist of Kindergarten.. 3 floors Primary School.. 4 floors Secondary School ..4 floors Administration ..4 floors Typical span = 10x10 m PT flat plate system thickness 250mm Library 2 floors PT flat plate with banded beam 10x12 m Auditorium One way PT slab 150mm thickness with long span PT beam 21m span Slide 66 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Bangkok City International School /Shrewsbury International School Gymnasium. 3 floors Typical floor span 7.5x10m PT flat plate system 250mm.thickness Gymnasium roof One way PT slab span 7.5m 125mm.thickness supported by tri- chords steel truss 32m.span Top chord member of truss is designed as composite member with concrete banded beam resulting in saving of steel section of top chord truss member and minimizing effective span of PT slab to 5.0m and slab thickness of 125mm. Slide 67 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Bangkok City International School /Shrewsbury International School Slab on ground walk way with architectural design pattern on surface PT slab thickness 100mm. Total project area = 40,000Sq.m PBL flat duct bonded tendon system for all buildings PBL Single strand bonded tendon system for PT salb on ground walk way Slide 68 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision 2006 PTI AWARDS COMPETITION Award of Merit: Buildings-Bangkok City International School Slide 69 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Shrewsbury International School Slide 70 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Work in Progress at the Gym (Casting of 2nd Floor Slab) Slide 71 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Gym Roof PT Slab in Place Slide 72 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Side View Showing Steel Truss at Gym Slide 73 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Steel Structure at Gym Roof Slide 74 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Steel Structure at Gym Roof External View of Gym Building Slide 75 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Gymnasium Roof Framing Slide 76 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Gymnasium Roof R/f Layout Slide 77 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Gymnasium Roof Tendon Layout Slide 78 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Slide 79 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Slide 80 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Gymnasium Roof Tendon Installation Slide 81 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Walk Way Post-Tensioned Slab on Ground Slide 82 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Shrewsbury International School Walk Way Post-Tensioned Slab on Ground Slide 83 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Ideal 24 Tower, Bangkok, Thailand Case Studies 41 storeys residential condominium Post tension flat plate system Typical span 10 x 7.6 m Thickness 250 mm Structural system for lateral loads - Frame-shear wall Typical construction time 4 days per floor cycle PBL single strand bonded system Area 20,000 sq.m Slide 84 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Ideal 24 Tower Slide 85 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Ideal 24 Tower Framing Slide 86 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Ideal 24 Tower R/f Layout Slide 87 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Ideal 24 Tower Tendon Layout Slide 88 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Ideal 24 Tower Wind X Wind Y Wind Load Analysis - ETABS Slide 89 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision OCIC Tower, Phnom Penh, Cambodia Case Studies - OCIC: PT has been used for the Mat Foundation due to reasons of shear improvement with the change in loading (functions) of the floors. Post-tension slab with moment resisting concrete frame with post- tensioning member for lateral loads ( wind and earthquake) Slide 90 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision OCIC Tower PT-Mat Foundation 2.25mm thick Horizon PT tendons are used to provide P/A in Mat for shear capacity improvement and flexure strength requirement Slide 91 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision OCIC Tower Slide 92 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Museum of Islamic Arts, Doha, Qatar Case Studies Tension tie in long span waffle dome slab PBL multi-strand round duct bonded tendon type M1905 and M3105 Slide 93 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Museum of Islamic Arts Case Studies Slide 94 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Museum of Islamic Arts Case Studies 3rd Floor Framing & Tendon Layout Slide 95 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Museum of Islamic Arts Case Studies 5th Floor Framing & Tendon Layout Slide 96 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Museum of Islamic Arts Case Studies 6th Floor Framing & Tendon Layout Slide 97 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Waffle dome mould Case Studies Slide 98 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision PT Tendon and Reinforcement in Waffle Dome Slab Case Studies Slide 99 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision PBL Anchorage Type M Case Studies Slide 100 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Completed Waffle Dome Slab Soffit Case Studies Slide 101 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Danat Buheirah Tower, Sharjah, U. A. E. Case Studies 3 parking floors + 41 floors residential + Roof Post tension flat plate system Typical span 10 x 6 m Thickness 225 260 mm at localized areas PBL Flat duct bonded tendon system Area 80,000 sq.m. Slide 102 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Danat Buheirah Tower Slide 103 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Danat Buheirah Tower_Framing Plan Slide 104 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Danat Buheirah Tower_R/f Plan Slide 105 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Danat Buheirah Tower_Tendon Layout Slide 106 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision KG Tower, Dubai, U. A. E. Case Studies 3 parking floors + 19 floors residential + Roof Post tension flat plate system Typical span 5 x 8 m Thickness 240 at Basement & Ground Floors + 220 mm at typical floors PBL Flat duct bonded tendon system Area 30,000 sq. m. Slide 107 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies KG Tower Slide 108 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies KG Tower_Work in Progress Slide 109 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies KG Tower_2B + G_Framing Plan Slide 110 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies KG Tower_2B + G_R/f Plan Slide 111 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies KG Tower_2B + G_Tendon Layout Slide 112 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies KG Tower_Typical Floor_Framing Plan Slide 113 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies KG Tower_Typical Floor_R/f Plan Slide 114 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies KG Tower_Typical Floor_Tendon Layout Slide 115 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Athenee Residence, Bangkok, Thailand Case Studies Basement + 2G + 6 Parking + 1 HC + 34 Residential floors + Services Floor Post tension flat plate system Maximum spans of 8 x 9m Thickness 250 mm PBL Flat duct bonded tendon system Area 60,000 sq. m. Basement + G +34 Office floors + Roof Post tension flat plate system Maximum spans of 11 x 9m Thickness 250 mm PBL Flat duct bonded tendon system Area 70,000 sq. m. Athenee Tower, Bangkok, Thailand Slide 116 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Athenee Residence & Tower Slide 117 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies Athenee Residence & Tower Slide 118 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Athenee Residence_Framing Plan Case Studies Slide 119 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Athenee Residence_R/f Plan Case Studies Slide 120 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Athenee Residence_Tendon Layout Case Studies Slide 121 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Athenee Tower_Framing Plan Case Studies Slide 122 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Athenee Tower_R/f Plan Case Studies Slide 123 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Athenee Tower_Tendon Layout Case Studies Slide 124 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Fullerton, Bangkok, Thailand Case Studies 1 Ground + 5 Parking + 32 residential floors condominium Post tension flat plate system Maximum spans of 10.40 m Thickness 250 mm PBL Flat duct bonded tendon system Area 40,000 sq. m. Slide 125 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Fullerton Case Studies Slide 126 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Fullerton_Framing Plan Case Studies Slide 127 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Fullerton_R/f Plan Case Studies Slide 128 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Fullerton_Tendon Layout Case Studies Slide 129 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Sharjah, U. A. E. Case Studies 1 Ground + 6 Parking + 1 H.C. + 46 Residential Flrs. + Duplex + Roof Post tension flat plate system Maximum spans of 5 x 7 m Thickness 240 mm PBL Flat duct bonded tendon system Area 80,000 sq. m. Slide 130 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision 1G + 6P + 1HC + 46Flrs. + Duplex + Rf_Framing & R/f Plan Case Studies Slide 131 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision 1G + 6P + 1HC + 46Flrs. + Duplex + Rf_Tendon Layout Case Studies Slide 132 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Sharjah, U. A. E. Case Studies 1 Ground + 32 Residential Towers Post tension flat plate system Maximum spans of 5 x 8 m Thickness 250 mm PBL Flat duct bonded tendon system Area 30,000 sq. m. Slide 133 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision 1G + 32Flrs._Framing Plan Case Studies Slide 134 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies 1G + 32Flrs._R/f Plan Slide 135 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Case Studies 1G + 32Flrs._Tendon Layout Slide 136 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision EWAN, Phases I, II and III. Dubai, U. A. E. Case Studies Ground + 2 Residential Estate Blocks Post tension flat plate system Typical Floor: Slide 137 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision EWAN, Phases I, II and III. Dubai, U. A. E. Case Studies Slide 138 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision EWAN, Phases I, II and III. Dubai, U. A. E. Case Studies Slide 139 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision EWAN, Phases I, II and III. Dubai, U. A. E. Case Studies Slide 140 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Asalooyeh, Iran Iran 3 Floors Commercial Post tension un-bonded system Maximum spans of 5 m Slide 141 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Tendon Layout Iran Slide 142 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Karaj, Iran Iran 7 Floors Residential Post tension un-bonded system Maximum spans of 5.60 m Area 1,700 sq.m. Slide 143 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Karaj, Iran Iran Slide 144 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Karaj, Iran Iran Slide 145 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Tendon Layout Iran Slide 146 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision Summary of High-Rises List of Owners ProjectNameCountry of Origin Hospital Shell & Core/Underground Car ParkHamad Medical CorporationQatar Ministry of Public Health Building and Staff ClubHamad Medical CorporationQatar Central Energy Plant & InfrastructureHamad Medical CorporationQatar Nurses Hostel and Married Staff HousingHamad Medical CorporationQatar Towers A, B, C.Shk. Mosalam Bin HamU. A. E. Asia CenterCity RealtyThailand OCIC TowerCanadia BankCambodia Ideal 24Benja GardensThailand Museum of Islamic ArtsQatar PetroleumQatar Athenee TowerTCC Capital Land Ltd.Singapore Athenee ResidenceTCC Capital Land Ltd.Singapore FullertonMajor Development PCL.Thailand Danat Buheirah TowerDeyaarl (Dubai Islamic Bank Real Estate)U. A. E. KG TowerPrivate OwnerIndia G + 6P + HC + 46 Flrs. + DuplexShk. Sultan Bin Ahmed Al QasimiU. A. E. G + 32Shk. Sultan Bin Ahmed Al QasimiU. A. E. Shrewsbury International SchoolCity RealtyThailand Slide 147 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision List of Designers/Consultants ProjectNameCountry of Origin Hospital Shell & Core/Underground Car ParkThe Federation of Design & Construction Services of ThailandThailand Ministry of Public Health Building and Staff ClubThe Federation of Design & Construction Services of ThailandThailand Central Energy Plant & InfrastructureThe Federation of Design & Construction Services of ThailandThailand Nurses Hostel and Married Staff HousingThe Federation of Design & Construction Services of ThailandThailand Towers A, B, C.Space ConsultantU. A. E. Asia CenterS. A. I. Consultants + PBL Group Ltd.Thailand OCIC TowerA7 Corporation + PBL Group Ltd.Thailand Ideal 24PBL Group Ltd.Thailand Museum of Islamic ArtsLeslie E. Robertson Associates, R.L.L.P.U. S. A Athenee TowerTham Wong & Qbic EngineeringSingapore + Thailand Athenee ResidencePB Asia Ltd. (Parsons Brinckerhoff)U. S. A FullertonPalmer & Turner (Thailand) Ltd.Hong Kong Danat Buheirah TowerHorizon International Consulting Engineers LLCU. A. E. KG TowerDimensionU. A. E. G + 6P + HC + 46 Flrs. + DuplexHorizon International Consulting Engineers LLCU. A. E. G + 32Horizon International Consulting Engineers LLCU. A. E. Shrewsbury International SchoolS. A. I. Consultants + PBL Group Ltd.Thailand Summary of High-Rises Slide 148 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export Vision List of Contractors ProjectNameCountry of Origin Hospital Shell & Core/Underground Car ParkJoannou & Paraskevaides (Overseas) Ltd.Cyprus Ministry of Public Health Building and Staff ClubLarsen & Toubro and HBK Contracting Co. W.L.L. Qatar + India Central Energy Plant & InfrastructureGulf Housing & Construction Co. W.L.L.Qatar Nurses Hostel and Married Staff HousingEl Seif Engineering Contracting Est.Saudi Arabia Towers A, B, C.Suwaidan & Gen Nile JVU. A. E. + Egypt Asia CenterTo be finalised- OCIC TowerWEN Holding Co. Ltd.Thailand Ideal 24Syntec Construction Public Co. Ltd.Thailand Museum of Islamic ArtsBaytur Insaat Taahhut A. S.Turkey Athenee TowerBouygues Thai Ltd.France Athenee ResidenceBouygues Thai Ltd.France FullertonBouygues Thai Ltd.France Danat Buheirah TowerS. S. Lootah ContractingU. A. E. KG TowerUnited National Engineering CompanyU. A. E. G + 6P + HC + 46 Flrs. + DuplexS. S. Lootah ContractingU. A. E. G + 32Dubai TowersU. A. E. Shrewsbury International SchoolThai HazamaJapan Summary of High-Rises Slide 149 Products & R&DCertificationConclusionFactoryExport OutreachPBL Export VisionConclusion Thank You!