Cupolex Aerated Concrete Floors


Cupolex Aerated Concrete Floors

CUPOLEX  are disposable formworks to create aerated concrete floors with unreinforced or reinforced concrete slabs on grade and other concrete structures. Concrete is poured over the modular dome forms to create floating or structural slabs on grade. The unique concrete geometry Cupolex creates, forms an under-slab void that can be vented to remove moisture and soil gases or provide solutions for various sustainable construction applications – uses less concrete and reinforcing than a standard slab with equivalent load bearing capacity. The load is transferred to the ground thanks to the arch-column geometry while the void underneath can be used for many different applications. Aerated raised concrete floors such as CUPOLEX can be used as void filling to decrease the structure weight and to rise the slab height.



Our patented technology has unique connecting features. In fact only CUPOLEX concrete forms present additional built-in plastic at all pressure point locations and a central reinforced cone support of equal height to the element positioned in correspondence of the central region. All these features guarantee the absorption of vibrations which occur during the finishing of the aerated concrete floor slab.


elemento del Vespaio areato Cupolex


CUPOLEX system includes the following accessory elements

BETONSTOP

The patented BETON STOP® by Pontarolo Engineering is an ancillary product used for closing the side openings of CUPOLEX® forms. BETON STOP® compensates the required dimensions different from those obtained by using the CUPOLEX® module, with no need to cut the CUPOLEX® units therefore the CUPOLEX® aerated floor will be suitable for all project dimensions eliminating and eliminate any waste.

Progetto Cupolex: Culture shed New york 7


Applications


  • Radon & Soil Gas Mitigation
  • Alternative to Structural or light weight fill
  • Structural Slab Foundations
  • Post tensioned reinforced Concrete Slabs
  • Monolithic poured concrete foundation slabs
  • Concrete Slab on Grade or basement slabs
  • Concrete Structural Supported Slabs
  • Concrete Pavements and Roads
  • Suspended Pavements for Creating Soil Cells
  • Replacing Gravel Drainage Layers
  • Replacing Vapor Barriers & Liners
  • Concrete Stormwater Detention and retention Tanks
  • Solution for Structural Weight Limits
  • Refrigeration & Freezer Floors
  • Challenging & Expansive Soils
  • Concrete Subfloor Crawl Space


Solutions




Cupolex

Humidity and Vapor Intrusion/Radon Mitigation

Cupolex

Bad or Expansive Soils

Cupolex

Refrigeration Buildings

Cupolex

Stormwater Management

Cupolex

Concrete Roads


Features


  • Saving cost of filling material
  • Natural or mechanical ventilation
  • Easy and quick installation
  • Can be finished as any traditional slab
  • Easy maintenance
  • Improved ventilation compared to traditional systems
  • Beams and slab can be poured monolithically if designed together




Installation


  • On average two laborers set 140 m²/hr (1500 sq ft/hr)
  • Each Cupolex® Form has an installation arrow
  • Forms are Installed by starting from left to right and top to bottom
  • Installation follows a design layout
  • Install BETONSTOP and CUPOLEX of the first row first
  • Lay the reinforcing mesh directly on top of CUPOLEX leaving the appropriate cover
  • Pouring and finishing of the concrete slab in the conventional manner
  • Pour in multiple steps if the slab is very thick


SERVICES

Pontarolo Engineering S.p.a. gives full technical assistance with project design, specifications, BIM objects and logistic service.

Characteristics


  • Typical Cupolex slab design
  • Height table
Typical Cupolex slab design
Structure use Dead Load (Kg/m2) Live Load (Kg/m2) Slab Thickness (cm) Reinforcement
Residential 200 200 4 d.5/20×20
Offices 200 300 5 d.5/20×20
Garages 300 700 5 d.6/20×20
Industry 300 1200 6 d.8/20×20
Industry 300 1600 7 d.8/15×15

In case of higher loads please contact our technical office.

Values in the following table shows the maximum uniformely distributed loads accepted and the reinforcement as a function of the slab thickness, keeping in consideration a soil Kw = 0.02 N/mm3 , 10cm of  concrete underneath, and slab concrete on top of class C25/30.

Height table
Altezza (cm)Superficie Resa dopo la Posa (cm)Quantità per BancaleConsumo di Calcestruzzo Raso Cupola
(mc/mq)
Scheda Tecnica PDF
9,556×561000,014Download
13,556×561000,030Download
1656×561000,035Download
2056×561000,035Download
2656×561000,035Download
3056×561000,042Download
3556×561000,045Download
4056×561000,060Download
4556×561000,064Download
5056×56750,065Download
5571×71250,069Download
6071×71250,070Download
6571×71250,071Download
7071×71250,073Download


Download


  • Brochure
  • DWG and CAD
  • BIM
  • Specifications
  • Walkability test
Brochure
DWG and CAD
BIM
Specifications
Walkability test

ITALY HEADQUARTERS

San Vito al Tagliamento

PONTAROLO ENGINEERING SPA have been working in the construction business for over 55 years.
+39 0434 857010

www.pontarolo.com

info@pontarolo.com

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