Revised design innovation of transportable slab, that will eliminate the need to use concrete disks(donoughnuts) on site, reduce slab weight, increase slab installation speed, eliminate the need to swap jacks during the process of installing slab, eliminate the risk of coring through ring beam and reducing slab structural integrity. Revised design innovation will reduce manual handling of concrete disks on site.

摘要

#$%^&*AU2012101774A420130307.pdf#####Transportable slab design specification Abstract. Revised design innovation of transportable slab, that will eliminate the need to use concrete disks(donoughnuts) on site, reduce slab weight, increase slab installation speed, eliminate the need to swap jacks during the process of installing slab, eliminate the risk of coring through ring beam and reducing slab structural integrity. Revised design innovation will reduce manual handling of concrete disks on site.15MX4.2M SLAB WITH RIBS FLUSH TO MAIN BEAM 15MX4.2M SLAB WITH RIBS 150MM FROM EDGE (SLAB CAN BE REDUCED IN SIZE @1200MM CENTER DIVIDE OF SLAB MOULD (SLAB CAN BE REDUCED IN SIZE @1200MM INTERVALS AS PER RIBS) TO ALLOW SLAB MOULD TO BE INTERVALS AS PER RIBS) 4 200 CENTER DIVIDE OF SLAB MOULD TO ALLOW SLAB MOULD TO BE SLAB FLOOR DEPTH 75MM' 150 3 15R 50, 2 3Q0Q WITH MESH AS PER ENGINEERING 150 3900 15 i|Is SLAB FLOOR DE PT H 75MM, WITH MESHAS PER ENGINEERING 50 3 MAIN BEAMSOFSLAB WITH PRE-TENSIONED WIRE CABLES. MAIN BEAMS OF SLAB WITH PRE TENSIONED WIRE CA BLES INTERMEDIATE RIBS/OUT RIGGER BE AM S @1200C/C. RIBS PRE TENSIONED. RIE S -INTERMAEDIATE RIBS/OUT RIGGER BEAMS SHOWN 150Mm FROM EDGE OF SL BUT @1200C C. RIBS PRE-TENSIONED. REFER TO ENGINEERS DETAILS FOR CLARIFICATION CONCRETE PLINTH TO ENSURE LIFTING JACKS CAN BE REMOVED.CONCRETE PLINTHS REPLACING NEED FOR CONCRETE DISKS AND SWAPPING JACKS. CONCRETE PLINTH TO ENSURE LIFTING JACKS CAN REFER TO 3D DRAWINGS FOR ILLUSTRATION, BE REMOVED.CONCRETE PLINTHS REPLACING NEED REFER TO ENGINEERING DRAWINGS FOR DETAILS -~ FOR CONCRETE DISKS AND SWAPPING JACKS. REFER TO 3D DRAWINGS FOR ILLUSTRATION, REFER TO ENGINEERING DRAWINGS FOR DETAILS SLAB PLAN SCALE 1:100 4200 OVEPLL H"lGT TO BE-N.BA N $1TE ULA P NH WOLD$T ELEVATION 1 SCALE 1:75 IRMEDIATE RIB H N0NCRE PL N H N .NG L T R"NE OVEAL H lG - - T TO B ON -1T -LB NTH WOUL $1T ONRT LNHRING BEAARx HT EE~NDB NIERN ELEVATION 2 SCALE 1:75 COPYRIGHT ANY COPY OR MODIFICATION OF THIS DESIGN IN WHOLE OR PART IS AN INFRINGEMENT OF COPYRIGHT WHICH WILL RESULT IN LEGAL ACTION BEING TAKEN.IP PENDING NOTE DESIGN & CONCEPT DRAWING ONLY. CONCEPT BY W COLLINS 26 NOV 2012 REFER TO STRUCTURAL DRAWINGS ALSO CONCEPT BY: WILLIE COLLINS |DATE VARIATION CHECKED CLIENT: WILLIE COLLINS P A 26/11/12 SLAB CONCEPT WC P A 12B GLENTWORTH AVE PAGE No: 1 OF 4 TUART HILL,WA 6060 CLIENT NO:# SHEET: A3 LOCATION SCALE: AS SHOWN EMAIL:wpcdrafting@gmail.com DRAWN BY: WC DATE:26/11/12 PROJECT NO: MOB: 0450449021 CHECKED BY: WC DATE:26/1 1/12 N/A