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Structure
The steel foot is the support comprising: A) BASE: support for the stem. B) STEM: threaded M16 to adjust height of the head. C) HEAD: with a double base supporting both panel base for stability and perimetral border for airtightness. The head is provided with four threaded holes for panel corner locking and four threaded holes for stringer locking. D) STRINGER: the structure is completed with "U" shaped galvanized steel stringers 29 x 25 mm 1,2 mm thickness connecting pedestal heads.
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Problems related to the incompatibility between traditional building structures, conceived as to remain unaltered in time, and technical wiring, which need to be changed continously and adapted to user new necessities, are extremely important in buildings provided with high technological environments. In the beginning, access floors had been projected only to solve problems of plant engineering in data processing centres. Today, access floors are the best solution for many other projects where technical flexibility is required.
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The technique of the raised floor as a means of adjusting to modern life, our mission of continual research, our flexibility in satisfying clients’ needs have led us to develop and produce an exclusive new series of products: the evolution of the species of raised floors: Darwinfloor.
Darwinfloor is a panel which surpasses all those used up to now, because it is 100% waterproof, odourless, ecological, safe and specifically designed for its purpose with any ceramic or stone finish. A creation designed by us, generated to cater to our clients’ requirements, invented to satisfy a number of contemporary needs, destined to change the face of raised floor systems.
Darwinfloor series gives the possibility to realize not only INDOOR installations but also OUTDOOR raised floors.
Total thickness with surface finish in porcelain stoneware approximately 25 mm.
TECHNICAL DESCRIPTION:
REACTION TO FIRE: Class 1
RESISTANCE TO FIRE: REI 90
ELECTRICAL RESISTANCE: ≤ 2x10E10 ohm
SOUND DEADENING POWER: ≥ 38 db
DENSITY: 2200 Kg/m3
DIMENSIONAL VARIATION (after 24 hours immersion in water): 0 %
WEIGHT OF PANEL (with finish in porcelain stoneware): ±24,3 Kg
WEIGHT OF PANEL PER SQ. M. (with finish in porcelain stoneware):±67,5 Kg
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System Description
Each pedestal consists of a flat steel base plate 100mm x 100mm x 2.5mm thick. The base plate has four 6mm holes near each corner. The holes are on the diagonal 11mm in from the corners. A 25.4mm outside diameter by normally 20mm inside diameter steel tube 25.4mm high is spot welded to the centre of the base plate A threaded steel stud with a thread diameter of 19.8mm is pressed into the base plate tube. A 15.5mm steel nut fits onto the free end of the steel stud. The head consists of a circular steel plate 89mm outside diameter with a 31mm inside diameter hole at the centre, formed by pressing down a circular flanged lip 12mm deep in it. The head is 2mm thick and has four 5.8mm holes spaced evenly around it on a 65mm PCD, 10mm in from the circumference. The last 6mm outer edge of the circular plate is profiled downwards slightly and the circumference truncated slightly at four points evenly spaced around the circumference. A steel tube 70mm long x 25.4mm outside diameter x 20.3mm inside diameter is swaged over the last 25mm of one end such that the free end has an outside diameter of 38.5mm.
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System Description
The structural stringer bar is press formed from 1.20mm galvanised steel. The tang at each end of the stringer positively locates through the pedestal head and can be mechanically fixed if required. The structural stringercompliments the MaxspanHeavy grade panel enhancing the system to Extra Heavy grade.
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This all steel pedestal fully complies with the heavy grade requirements of the PSA MOB PF2 PS/SPU specification and is used for finished floor heights from 600mm to 1200mm. The pedestal design utilises a 90mm diameter head which allows the use of standard plastic head caps. The baseplate is 120 mm square and includes provision for the use of mechanical fixing to the sub-floor in addition to the use of pedestal adhesive if required. The pedestal head design allows for the use of snap-on and bolt-on stringers if required.
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This all steel pedestal fully complies with the heavy grade requirements of the PSA MOB PF2 PS/SPU specification and is used for finished floor heights from 50mm to 600mm. The pedestal design utilises a 90mm diameter head which allows the use of standard plastic head caps. The baseplate is 100 mm square and includes provision for the use of mechanical fixing to the sub-floor in addition to the use of pedestal adhesive if required. The pedestal head design allows for the use of snap-in and bolt-on stringers if required.
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The ASM low profile system is perfect for retrofits, or any building where low ceiling space is an issue. This system utilizes the ASM low profile pedestal (LPP) to achieve a low profile floor system.
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Raised Access Floor Pedestals and Stringers ranging from 5cm to 100cm height. Made of quality sheet steel and protected against corrosion...
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DESCRIPTION
The metal Modular panel in flat version with module 900x900, purposely studied for the realization of false ceilings for wide areas, consents a decorative continuity of environments, warranting solutions more sought.
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DESCRIPTION
Plan version represents, with its right shaped edges, the perfect solution for wide spaces, optimizing the time of laying, obtaining a final effect of simplicity and aesthetic harmony.
FEATURES
- Right edges
- Smooth false ceiling
- Available in prepainted and powder coated version
- Wide choice of perimeter solutions
- Total accessibility to the interspace
- Easy laying
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GemaGrid
GemaGrid is designed as a two-component system and comprises primary and secondary profiles. The primary profile (U-profile) is system-independent and a permanent component of the suspension system for every Armstrong metal ceiling. This means that the same profile can be used for every ceiling system offered by Armstrong. The secondary profile is then matched to the respective ceiling system being used. Together with the cross-shaped grid of permanently-linked primary profiles, they form the GemaGrid.
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Classic
Armstrong offers the Classic suspension system as an alternative to the GemaGrid. This system, which is reduced to a minimum number of components, also has a 2-tiered structure. Bolted together into a cross-shaped grid, the cost-effective Classic is extremely sturdy and functional.
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As the most widely used acoustical suspension system available, the DONN® DX®/DXL™ Ceiling Suspension System offers appropriate load-carrying capacities for acoustical panels, light fixtures and air distribution elements. Its components can be used in both general and fire-rated applications; its galvanized steel body inhibits rust.
Donn DX/DXL High Recycled Content (HRC) is available as part of the standard offering with a recycled content up to 58% and post-consumer recycled content up to 51%.
Patented QUICK-RELEASE™ cross tees are easy to remove without tools, decreasing renovation costs. Override-ends resist twisting and give a professionally finished look without exposed steel edges.
Locking tee ends provide pull-out tension values in excess of 200 lbs. Main tees are punched with cross tee holes and hanger wire holes at 6" o.c. with convenience holes at 2" o.c., providing maximum installation flexibility. Note: The DONN® DX®/DXL™ Ceiling Suspension System includes a DX422 cross tee that is not fire-rated. Using it results in a system that is not fire-rated.
The system features more than 80 UL designs (up to 3 hours), and it meets or exceeds all national code requirements, including seismic. An extensive color selection coordinates with USG ceiling panels.
Lifetime limited warranty when used with USG ceiling panels.
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Model 8CPA - 600 x 600 met
Description The 8CPA standard exposed system is constitued by the universal heavy main runner and by light cross tees of mm. 1200 and mm. 600 with an hook system both with a dimension of 24x38
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Model 8CPM - 625 x 625 din
Description The MICRO 8CPM heavy exposed system, is constituited by a heavy main runner and cross tees of mm. 1250 and mm. 625 hook system, with a dimension of all the system of mm. 15x38
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Model 8PFH FLATLINE
Description SISTEMA 8PFH Lowered Flatline consist of Bandraster profiles as load bearing for suspended ceiling.
It is designed to be fitted up in the Crossed grid, by means of rigid hangers which allow the successives fittings of underlying movable partitios.
It can be employed in the production of noise insulating suspended ceilings. In fact, the visible flat side of the profiles is lowered from the laying edge of the panels and is box-shaped in order to contain strips of noise insulating.
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SISTEMA 8PFL FLATLINE consist of Banraster as load bearning for suspended ceiling. It is designed to be fitted up parallel or in the cross grid, by means of rigid hangers which allow successives fitting of underlying movable partitions.
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ARCADAR
Steel under-structure for the formation of sloped roofing system.
Arcadar system was created to solve the problem of the realization of multilayer roofs with allowed minimum weight and with pinpoint distribution of accidental weight.
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Construction system combining a standing seam roofing in VM ZINC PLUS with rigid mineral wool insulation laid on supporting structures in steel, wood or concrete
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Kalzip structural deck roof system
The Kalzip structural deck roof system provides an economical solution for long span installations and eliminates the need for purlins. For enhanced acoustic absorption, decking sheets can be perforated and can support mass, such as increased insulation or board, which may be introduced for more rigorous acoustic specifications.
Where structural decking is installed there is a reduced requirement for secondary steelwork. The Kalzip structural decking sheet is generally laid transverse to the direction of the Kalzip standing seam roof sheet and spans between the main steel rafters. Typical rafter centres would be approximately 3 to 8 metres.
The Kalzip clips are installed in a diagonal layout so that all external roof loads can be evenly distributed to the structural decking sheet. The frequency of clips may be increased at theperimeter of the building where higher wind loads occur.
The gauge and profile of the Kalzip structural decking sheet is therefore determined by the rafter centres, all external roof loads, internal wind loads, service loads (e.g. lighting) and the dead weight of the construction components.
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