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CRAWL SPACES H 500 - 700
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Catalog excerpts

CRAWL SPACES H 500 - 700 - 1

Is a product: Claudioforesi srl • Via Fosso 2/4 • 60027 S. Biagio Osimo (Ancona) Italy Tel. +39 071 7109309 • Tel. +39 071 7202204 • Fax +39 071 7108180 info@claudioforesi.it • www.claudioforesi.it H 500 - 550 - 600 - 650 - 700 The wide laying surface of the feet of the pillars for the pressure of the overloads to be spread out over the foundations, thus leading to savings on the thickness of the leand concrete and/or gravel. The particular dimension of the pillars allows for increased resistance to vibrations caused by machinery and vehicles ect... This resistance may be increased in cases of exceptional overloads, by arming the pillars with shaped iron rods. standard module elevations standard module plane Concrete consumption for levelled filling of pillars m3/m2. Total surface of pillar feet cm2/m2 Use the TC 450 closure lid for the H500 size sections of crawl space Consumption may vary in relation to the characteristics of the concrete assembly diagram and construction dimensions 2886 733 Wire mesh Lean Concrete 0÷10 cm. 3° LINE Recommendations for casting concrete Claudioforesi srl recommends that you take the utmost care to cast the concrete over the domes of the elements and never directly inside the plates, distributing it gradually over the entire surface. All MODÌ elements are complete with special blockage systems on the upper part, on the feet and on the legs in order to guarantee the utmost stability during laying and concrete casting.

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CRAWL SPACES H 500 - 700 - 2

Table outlining pressure on the laying area kg/cm2 MODÌ WIRE MESH PERMANENT OVERLOAD = 200 KG/M 2 WITH 10 CM OF LEAN CONCRETE WIRE MESH PERMANENT OVERLOAD = 200 KG/M 2 WITH 25 CM OF GRAVEL AND 10 CM OF LEAN CONCRETE Public buildings WITHOUT GRAVEL AND LEAN CONCRETE (AT THE FOOT OF THE PILLAR) WITHOUT GRAVEL AND LEAN CONCRETE (AT THE FOOT OF THE PILLAR) WITH 10 CM OF LEAN CONCRETE WITH 25 CM OF GRAVEL AND 10 CM OF LEAN CONCRETE WIRE MESH WITH 10 CM OF LEAN CONCRETE WIRE MESH PERMANENT OVERLOAD = 300 KG/M 2 WITH 25 CM OF GRAVEL AND 10 CM OF LEAN CONCRETE Industrial buildings WITHOUT GRAVEL...

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