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POST- TENSIONING SYSTEM

POST-TENSIONING SYSTEM

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Page 1: POST-TENSIONING SYSTEM

POST-

TENSIONING

SYSTEM

Page 2: POST-TENSIONING SYSTEM

The use of post-tensioning system in building offers numerous advantages such as economic savings, minimised floor-to-floor heights, increased column-free space, minimised foundations, in seismic areas, reduced weight and lateral load resisting systems, simplified slab design and construction etc.

Advantages of post-tensioning system

Reduction of total labor costs for constructionmore than twice

Shallow structural depth Bigger column-free spans Less steel and concrete consumption on 50% Reduction in foundation loads in 2-3 times Better deflection control Better crack control

Page 3: POST-TENSIONING SYSTEM
Page 4: POST-TENSIONING SYSTEM

Transverse components and panel forces resulting from post-tensioning

Principle of the load-balancing method

Page 5: POST-TENSIONING SYSTEM

Slab without

or with capitals

Applicated in: span 7-10m span 8-16m, big load

Page 6: POST-TENSIONING SYSTEM

Reinforced ConcreteDesign

Post-TensionedAlternative Design

One Way System

Two Way System

Beam: 10–16mSlab: 8–12m

Tendons Layout Suitable Spans

Slab: 8–10m

Page 7: POST-TENSIONING SYSTEM

Main cost saving due to structural depth reduction

Traditional Design Post-Tensioned Structure

Headroom

Structural Depth Reduction500

500270

270

460 mm

Headroom

Headroom

Headroom

Page 8: POST-TENSIONING SYSTEM

High buildings:

• reduced weight• reduced slab thickness • increased number of floors with the same

building height• accelerated construction process

Page 9: POST-TENSIONING SYSTEM

Parkings:

• reduced weight• optimal use of space• waterproof slabs (without cracks) • reduced slab thickness• accelerated construction process

Page 10: POST-TENSIONING SYSTEM

POST-TENSIONING SOLUTIONS FOR BUILDINGS

NEW US EMBASSY PARKING-GARAGE, KIEV, UKRAINE

Projects

Page 11: POST-TENSIONING SYSTEM

POST-TENSIONING SOLUTIONS FOR BUILDINGS

HANG SENG BANK, HONG KONGThinner slabs, less piles, more floor space.

Projects

Page 12: POST-TENSIONING SYSTEM

PACKAGES FOR BUILDINGS

GATEWAY II PROJECT, HONG-KONGDesign, post-tensioning, climbform and concreting.

Projects

Page 13: POST-TENSIONING SYSTEM

POST-TENSIONING SOLUTIONS FOR BUILDINGS

DUBAI FESTIVAL CITY, DUBAIPost-tensioning on 5 structures in 2 zones with a total post-tensioned area of 250,000m2

Projects

Page 14: POST-TENSIONING SYSTEM

SPECIALISED PACKAGE: HEAVY LIFTING

PUSAN STADIUM, KOREARoof lifting.

Projects

Page 15: POST-TENSIONING SYSTEM

SPECIALISED PACKAGE: HEAVY LIFTING

BURJ DUBAI, UAEPinnacle lifting of the 818 m high building. Pinnacle height 143 m, weight 500t. Lifting distance 88 m.

Projects

Page 16: POST-TENSIONING SYSTEM

POST-TENSIONING SOLUTIONS FOR BUILDINGS

NESTLE PLANT, CHILEPost-tensioning of 30 000 m2 of slab on ground.

Projects

Page 17: POST-TENSIONING SYSTEM

POST-TENSIONING AND STAY CABLE STRUCTURES

CHING CHAU MIN JIANG BRIDGE, FUZHOU, PRCSupply and installation of the stay cables, including components, supervision, labour and equipment.

Projects

Page 18: POST-TENSIONING SYSTEM

POST-TENSIONING SOLUTIONS FOR BUILDINGS

AUSTRACK- VICTORIA, AUSTRALIADesign and build of 16,000 m2 of a post-tensioned warehouse slab.

Projects

Page 19: POST-TENSIONING SYSTEM

PACKAGES FOR BRIDGES

PUENTE DE LA UNIDAD, MONTERREY, MEXICOFull construction of a stay cable bridge..

Projects

Page 20: POST-TENSIONING SYSTEM

POST-TENSIONING AND STAY CABLE STRUCTURES

WADI LEBAN BRIDGE, SAUDI ARABIAMain span length 405m

Projects

Page 21: POST-TENSIONING SYSTEM

VSoL® RETAINED EARTH

CASTLE PEAK ROAD, HONG KONGInstallation of 33,000m2 of retaining walls on a coastal road project

Projects

Page 22: POST-TENSIONING SYSTEM

ОбъектыPACKAGES FOR BUILDINGS

SHOPPING MALL DUBAI, UAE300,000m² of post-tensioned slabs for the world’s largest shopping mall.

Projects

Page 23: POST-TENSIONING SYSTEM

SPECIALISED PACKAGE: DUCTAL®

SUNYUDO FOOTBRIDGE, SOUTH KOREAA 120 m long span and a rise of 15 m, a world’s first..

Projects

Page 24: POST-TENSIONING SYSTEM

SPECIALISED PACKAGE: DUCTAL®

SAKATA MIRAI FOOTBRIDGE, JAPAN51 m long span footbridge

Projects

Page 25: POST-TENSIONING SYSTEM

CONTAINMENT STRUCTURES LNG TANKS, FUJIAN, CHINADesign, supervision and supply of post-tensioning material including successful cyrogenic tests at temperatures of -170°C

Projects

Page 26: POST-TENSIONING SYSTEM

Thanks for your attention! Thanks for your attention!