DXS Bridging System Brochure.e

8/10/2019 DXS Bridging System Brochure.e

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Platform* Weather Protection* Tower Scaffold

www.dscaff.com

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DXS Bridging System is a modularaluminium alloy truss systemdesigned to provide solutions tobespoke and complicated

industrial access and weatherprotection problems.

Main Frame

End Frame

Deckings

Plan Diagonal

WHY CHOOSE US?LIGHTWEIGHT

Easy to handle.

Reduce load onto supportingstructures.

VERSATILEFlexibility of design in any application.

Modular trusses connected by spigots andclip-in hooks.Easy integration into conventional scaffold.

SAFE ECONOMICALStrong Aluminium 6082-T6, allows large span.Development through rigorous testing& analysis.Reduced risks.

Saves on possessions/road closure.Rapid installation and reduction in amountof equipment used.

Rigorous tests performed on the system.

2014 DXS Patent Pending


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Dxs

ProductComponents

Main Frames1.5m deep x 2.2m length.The main frames are the

back bones of the system.It is joined together usingspigots and pin to formlarge spans.Frames can be connectedto standard scaffold usingstandard scaffold fittings

End Frames1.1m deep x 2.5m length.The end frames is thebracings which connectsa pair of main frames trusses.The four ends have clip-inhooks for simple xing tothe main frames.

Plan diagonal tube withclip-in hooks on eachends for simple xing onto the main framesadjacent to the top chord

Plan Diagonal In-line SpigotsMade of high strengthaluminium alloy to providetensile strength exceeding10 tonnes.Manufacturedwith high precision andclose tolerance on the pin-hole gap in order to minimizesagging of the bridge structure.

Adjustable SpigotsPinned spigots are used to

joint main frames at anangle for curved roof orplatform.

Eight incremental anglesare available ranging from4o up to 26 o.

FastenersFasteners are used for

joining main frames togetherthrough spigots.

The pin is made of highstrength steel

Made of aluminiumframes with plywood on top.Typical size is 2500mm x500mm hooks which sitperfectly on the mainframechordsBased on 2500mm deckspan, the ultimate loadis 9kN

Decking Track & trolley systemUnique track & trolley systemfor platform mobility.The aluminium track reducesthe load imposed on thesupporting structure.


Versa le & lightweight truss system


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Application

Suspended platformPlatform supported onTowersFootbridgeMobile facade on trackBespoke(shipyard, aviation)

Tower ScaffoldMainframes, endframes and diagonaltubes can be arranged as vertical towerthe main frames.2.0-2.2m lift height1.5 x2.5m bay size

Weather ProtectionWork can be carried out all year roundregard-less of season meaning workcan be completed sooner.

Large span of up to 50m without obstructionQuick erection

Monopitch, duopitch, curved roofTemporary building

Types:-

height con-sume high volume of sca ff olding equipments and takes up a

lot of oor space. With lightweight DXS Bridging System, platform could be suspended, or set o ff round on sca ff olding towers. This frees up

space below the platform for other con-tractors or public use

Designed to move away from conventional sca ff olding where access at

PLATFORM



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DESIGN SUPPORT

Ultimate load table for single truss

Span (m) 6 8 10 12 14 16 18 20 22 24 26 28 30

66.0Single point load, mid span (kN) 66.0 66.0 55.4 46.9 40.5 35.4 31.2 27.8 24.9 22.3 20.1 18.2

33.0Two Point Load, third span (kN) 33.0 33.0 33.0 33.0 30.3 26.5 23.4 20.8 18.6 16.7 15.1 13.622.0Three Point Load, quarter span (kN) 22.0 22.0 22.0 22.0 20.2 17.7 15.6 13.9 12.4 11.2 10.1 9.1

11.00Uniformly Distribute load (kN/m) 8.25 6.60 5.50 4.71 4.13 3.67 3.12 2.52 2.07 1.72 1.44 1.21

Total UDL (kN) 66.0 66.0 66.0 66.0 66.0 66.0 66.0 62.4 55.5 49.7 44.7 40.2 36.3

172 kN.m33 kN

Ultimate Moment CapacityUltimate Shear Capacity

Top chord restraint interval = 1.0m

Important notes:All loads are ULTIMATE and allow for selfweight including deckings

User needs to apply SAFETY FACTOR as required by regional standard. Minimum required is 1.6.

This loading table is provided as a guide only and assume all loads are applied at the nodes. All structures should be checked by a qualied structural engineer.

We work with clients to nd innovative solutions for access problem.

We provide in-house design and consultation.

Design facility including CAD and FEA services.

RESEARCH & DEVELOPMENTUse of the most advanced CAD & FEA software has enable us to design the most optimum engineering components.

This results in structure which is strong and up to 25% saving in self weight of the equipments.



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Application Gallery



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Application Gallery



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Dscaff Engineering Sdn BhdUnit 13A-1,Menara 1MK,Kompleks 1 Mont KiaraNo.1,Jalan Kiara,50480Mont Kiara,Kuala LumpurMalaysia.Phone: 03-6201 5722Fax: 03-6201 6722eMail: [email protected]

Web: www.dscaff.com

Certified: ISO 9001/TS 29001

www.dscaff.com

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DXS Bridging System Brochure.e

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