HERCULES SUPER HERCULES

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1 HERCULES SUPER HERCULES Designed to meet various height requirements

2 SUPER HERCUL Higher and higher to achieve ventilated crawl spaces Item Working Dimensions Consumption of concrete for filling Supporting surface of each element HER 75 50x75x75h. 0,070 m 3 /m /m 2 HER 80 50x75x80h. 0,0 m 3 /m /m 2 HER 85 50x75x85h. 0,074 m 3 /m /m 2 HER 90 50x75x90h. 0,076 m 3 /m /m 2 HER 95 50x75x95h. 0,078 m 3 /m /m 2 HER x75x100h. 0,080 m 3 /m /m 2 SUPERHER x75x105h. 0,140 m 3 /m /m 2 SUPERHER x75x110h. 0,141 m 3 /m /m 2 SUPERHER x75x115h. 0,143 m 3 /m /m 2 SUPERHER 1 50x75x1h. 0,145m 3 /m /m 2 SUPERHER x75x125h. 0,146 m 3 /m /m 2 SUPERHER x75x130h. 0,148 m 3 /m /m 2 Packaging BASE Base for hercules. 50X75 90 Pz. = 33,75 m 2 BASEH Base for super hercules. 50X75 90 Pz. = 33,75 m 2 GAM Leg for hercules 75 e super hercules Pz. = 81,00 m 2 GAM Leg for hercules 80 e super hercules Pz. =,37 m 2 GAM Leg for hercules 85 e super hercules Pz. = 67,50 m 2 GAM90-1 Leg for hercules 90 e super hercules 1 1 Pz. = 60,75 m 2 GAM Leg for hercules 95 e super hercules Pz. = 54,00 m 2 GAM Leg for hercules 100 e super hercules Pz. = 47,25 m 2 Useful load diagram in Kg./m 2 Foundation thickness in. R.c.K. concrete 150 Sla thickness in R.c.K. concrete 250 electrostatic mesh HERCULES SUPERHERCULES Ground capacity expressed in kg/ 2 0,6 0,8 1,00 1, 1,50 2, FOUNDATION IN CONCRETE R.c.K. 0 - MESH Ø6 10x10 The laying system makes it possile to reduce waste to zero On request we will provide a calculation report for the load commissioned; certification of the maximum capacity of the land and the construction management remain the responsiility of the Technical Works manager.

3 HERCULES and «HERCULES» and «SUPERHERCULES» HERCULES and SUPERHERCULES were devised to satisfy the most varied requirements of height, in particular where the foundation eams have thicknesses greater than 70. These disposale formworks are made from recycled plastic for creating ventilated crawl spaces. Formed of a ase and a leg, they can reach the following heights: With HERCULES, from 75 to 100, with SUPERHERCULES from 105 to 130 with 5 intervals. On the upper part of the LEG, as well as on the surface of the BASE, there are indicators (arrows) which, during the installation phase, should always e facing the starting angle. The special interlocking system etween the Leg and Base allows quick installation and guarantees the roustness and staility of the HERCULES and SUPERHERCULES during the casting stage. HERCULES and SUPERHERCULES, eing formworks, have een designed to withstand the weight of operators and concrete during the casting stage. The useful load varies in function of the sla thickness and the lean concrete elow. SUPERHERCULES is equipped with fastening keys that provide improved sealing of the legs during the casting of the concrete. Fastening key (Only for SUPERHERCULES)

4 ES DESCRIPTION OF WORKS a1) RcK 150 concrete must e used for lean concrete casting 150 thick.... For the laying the «HERCULES - SUPER- HERCULES» formworks. a2) For loads greater than Kg./m and/or constructions in seismic áreas, the foundation must e in RcK 150 with electro-welded mesh Ø 6 10x10. ) Supply and dry laying on the floor formed of plastc «HERCULES - SUPERHERCULES» formworks, H Installation should e carried out following the arrow indicators. c) Supply and installation of reinforcement, consisting of welded mesh Ø6 x. d) Supply and installation of concrete RcK 250 to fill «HERCULES - SUPERHERCULES» and formation of sla with thickness of..... NB: When a floor is eing made with finished casting, the concrete should e cast in two phases: the first for filling the legs and levelling the element and the second for making the flooring sla. After this, the EXPANSION JOINTS should e made, with a centre to centre distance of aout mt. 4x4. NB: HERCULES and SUPERHERCULES may exhiit marked variations in colour due to the use of recycled plastics. Designed to meet various height requirements

5 WITH HERCULES AND SUPERHERCULES THERE IS NO WASTE. Indeed, all the elements that are cut are reused y placing them on opposite sides. The steps to follow are (see LAYING DIAGRAM): 1. X1 (4.90 CON m.) HERCULES CON and HERCULES Y1 E (5.90 SUPERHERCULES E m.) SUPERHERCULES as the size NON of C È the NON SFRIDO. area C È SFRIDO. to e covered; 2. X2 (4.50 Tutti mt.) gli Tutti elementi gli elementi and Y2 (5.25 tagliati, tagliati, mt.) infatti, infatti, as the vengono vengono dimensions riutilizzati riutilizzati of posizionandoli posizionandoli the sides of the sui central lati sui opposti. lati opposti. lock Le ( operazioni Le operazioni ) resulting da da from the multiple seguire seguire sono le sono seguenti le seguenti (vedi SCHEMA (vedi SCHEMA of our element 1.. Siano 50x75; X1 (4,90 mt.) e Y1 1. Siano (5,90 mt.) le dimensioni dell area da coprire; X1 (4,90 mt.) e Y1 (5,90 mt.) le dimensioni dell area da coprire; 2. Siano X2 (4,50 mt.) e Y2 3. Sutract 2. Siano (5,25 mt.) le dimensioni dei lati del locco centrale ( ) from X1 X2 (4,50 and Y1 mt.) the e Y2 risultanti dal multiplo dimensions (5,25 mt.) del nostro X2 le dimensioni and elemento Y2; X1 dei. - lati X2 del 50x75; = 0.40 locco mt.; centrale Y1 - Y2 ( = 0.65 ) mt.; risultanti dal multiplo del nostro elemento. 50x75; 4. The results 3. of these Sottrarre sutractions da X1 e Y1 le are dimensioni to e divided X2 e Y2; y X1 two, - X2 thus = 0,40 otaining mt.; Y1 - the Y2 3. Sottrarre da = size 0,65 of mt.; X1 e Y1 le dimensioni X2 e Y2; X1 - X2 = 0,40 mt.; Y1 - Y2 = 0,65 mt.; the cut ases which must e 4. I risultati di queste sottrazioni vanno divisi per due, ottenendo così le dimensioni delle asi tagliate positioned 4. I risultati on the di che perimeter queste sottrazioni devono essere of the posizionate central vanno lock divisi sul perimetro (See per due, LAYING ottenendo del locco DIAGRAM). così le dimensioni delle asi tagliate che devono essere posizionate sul perimetro del locco centrale centrale (Vedi SCHEMA (Vedi SCHEMA Y1 (5,90) Y2 Y1 (5,25) (5,90) Y2 75 (5,25) , Section 75 B-B ,5 LAYING LAYING DIAGRAM DIAGRAM 3a1 2c 2 3a1 Section A-A 2c 2 Section A-A BASE BASE BASE BASE 2d 2a 3a 5a 7a 9a 11a 13a 15a 17a 19a 2d 2d 2a 3a 5a 7a 9a 11a 13a 15a 17a 19a 2d Section B-B ,5, a1 5a1 7a1 9a1 11a1 13a1 15a1 17a1 19a1 3a1 5a1 7a1 9a1 11a1 13a1 15a1 17a1 19a1 2c 2c Positioning Positioning indicataor indicataor (of cut ases) X2 (4,50) (of cut ases) X2 (4,50) X1 (4,90) X1 (4,90) Central Central lock lock SECTION A-A SECTION A-A SECTION B-B Foundation SECTION B-B Foundation a 75 eam a eam 50 Foundation Foundation eam eam Support Support structure structure Support Support structure structure 14,5 14,5 a 37,5 a 37,5 concrete concrete foundation foundation concrete concrete foundation foundation

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