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Stravilink WH
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Resilient Wall Tie
Stravilink WH is a resilient wall sway brace specifically designed to mechanically connect walls without rigid contact, ensuring superior acoustic isolation by effectively breaking the transmission path for structure-borne noise. As the most flexible solution for wall decoupling, it is suitable for use with both masonry and lightweight partition walls.
The solution connects to masonry walls using a hooked end and to stud walls via a bolt end, allowing straightforward integration into a variety of construction types.
Benefits
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For Specifiers
Guaranteed Acoustical Performance:
- Pre-compressed elastomeric pads with a natural frequency of 10 Hz at design load
- Achieve a higher lateral load capacity of up to 65 kg (146 lb), leading to fewer contact points
Safety & Structural Integrity:
- Prevents isolated partition buckling with added structural stability
- Made with zinc-plated steel for guaranteed long-term performance
Flexible Design:
- Flexible void options starting from 70 mm (2-3/4”) between the stud or masonry wall and the supporting wall.
Easy To Specify:
- Easily integrate into project documentation and workflows with ready-to-use .dwg cross-sections and editable .doc specifications available online
Sustainability:
- Solution disassembles for sustainable end-of-life
- LEED certification available
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For Installers
Time & Labor Savings:
- Can be installed with an unskilled labor force
- Pre-assembled, single-piece solution
Flexible Design:
- Easy inventory management. Installs on both wood stud and masonry walls
Acoustical Test Data
This solution has been tested under the setups shown alongside. If you’re looking for official test reports, editable test data (.csv), typical cross sections (.dwg) and .doc specifications of this setup or results of other configurations, visit Stravi-dB, our free online test library.
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Information Available to Download
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Installation Manual - Stravilink WH (US-CA)
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Typical Cross Section - Stravilink WH (US-CA).dwg
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Typical Cross Section - Stravilink WH (US-CA).pdf