LINE SUPPORTED VEE SLABS

 

In its simplest form the V Slab can be used to span between other structural elements including load bearing walls, precast concrete beams , insitu beams and steel beams.

 







 
EXAMPLES OF VEE SALB LINE SUPPORTED STRUCTURES

BARANGAROO HEADLAND

VEE SLABS

 A LARGE AREA OF THE ROOFS OF THE EXHIBITION CENTRE AND PLANT ROOMS ARE SUPPORTED BY VEE SLABS. 

Main Gallery.

10.3m span 375mm deep Vee Slabs carrying 30KPa of design dead and live load. Fully self supporting during construction. Spanning between retaining wall and insitu beams

 

Plant Room

4 Continuous approximately 8.8m spans of 325mm deep  Vee Slab carrying 30KPa of design dead and live load. Fully self supporting during construction.

 

 

 

TOWNHOUSE DEVELOPMENT

HOLSWORTHY.

 

 

 

 


SOSA PROJECT VEE SLABS UP TO 10.4 M

 

 

 

 

 


SOSA PROJECT VEE SLABS UP TO 10.4 M

 

 

 

 

 


14 INMAN RD CROMER

2 STOREY 15KPA WAREHOUSE/FACTORY

 

 

 

 

 

 

 

Cromer Factory Development

FULLY SELF SUPPORTING COMPOSITE STEEL/VEE SLAB

 


VIEW OF STUDDED STEEL BEAM , VEE SLAB WITH END VOIDS REMOVED AND TEMPORARY PROP.

 

 

 

 

 

 

 

 

 


CORNER VIEW OF FACTORY SHOWING LEVEL 1 VEE SLAB FLOOR AND MEZZANINE VEE SLAB FLOOR

 

 

 

 

 

 

 

 

 

2 Storey plus Mezzanine, 15 Kpa . 3000m2 suspended floors. Vee Slab spans 8.5m . By removing void formers from ends of Vee Slabs , wide and deep composite concrete composite flanges are mobilised up to the full widths allowed in Composite Structures code. Temporary mid span props to minimise beam deflections.

14.5 m   steel box girder composite with Vee Slab structure.

 

 

 

 

 

 

 

 

MEATENG PROJECT  INVERELL

 

A STEEL FRAMES MEAT PROCESSING PLANT USING COMPOSITE STEEL AND VEE SLABS 140 DEEP SPANNING 5.6M CARRYING 5.0 KPA LIVE LOAD.

480 SQ M ERECTED IN 1 DAY.

VEE SLAB PANELS ERECTED BEFORE TOPPING REINFORCEMENT AND TOPPING. NOTE VEE SLAB VOIDS REMOVED FROM ENDS OF PANELS TO ENHANCE COMPOSITE ACTION.

 

 

 

 

 

 

 

 

 

NOTE SHEAR STUDS WITHIN PREFORMED BLOCK OUTS TO AID LONGITUDINAL COMPOSITE ACTION

 

 

SHEAR STUDS BETWEEN ENDS OF ADJACENT VEE SLAB PANELS TO DEVELOP COMPOSITE ACTION. NOTE RECESS AROUND COLUMN BASE ELIMINATION ALL SITE WORK FROM THE FLOOR CONSTRUCTION.