Repair Systems — 03 — Facade & External Envelope

Helical bed joint reinforcement bars

Technical product reference for helical bed joint reinforcement bar systems for masonry crack stitching remediation on Australian Class 2 strata buildings. Stainless steel helical bars are installed into cut bed joints and grouted with a cementitious or resin grout to stitch across masonry cracks — restoring tensile continuity to the masonry leaf without full brick replacement. Structural engineer specification is required for all crack stitching works.

3
Products listed
3
Types
Helical reinforcement
System type
AS 3700
Standards

What are helical bed joint reinforcement bars?

Helical bed joint reinforcement bars are grade 316 stainless steel bars with a continuous helical twist profile, installed into slots routed in the mortar bed joints of masonry facades. The helical profile creates mechanical interlock with the surrounding grout, providing tensile reinforcement across crack planes in brickwork without requiring through-drilling of the brick units. They are the standard method for crack stitching in Australian remedial masonry practice.

Product Reference

3 product systems — helical bed joint crack stitching bars — scroll to view all

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Helifix 6 mm 316 SS helical crack-stitching bar

Helical grout-in crack stitching bar — 6 mm 316 SS — bed joint — AS 3700

System Description

Helifix 6 mm 316 stainless steel helical bar is the industry-standard product for crack stitching in masonry. The helical profile creates mechanical interlock with the grout and masonry. Installed into a slot cut or routed in the bed joint immediately above (and often below) the crack. Used to stitch horizontal cracks in brickwork caused by differential settlement, thermal movement, lintel failure, or cavity tie failure. Available in 1 m lengths — cut to suit on site. The 6 mm diameter fits standard 10 mm bed joint slot without disrupting surrounding masonry. Grout must fully encapsulate the bar — voids in the grout reduce tensile capacity and allow moisture and corrosion access to the bar. Engineer specification and inspection mandatory for all structural crack stitching work. Crack cause must be identified and eliminated before stitching commences — stitching an active crack will cause new cracking adjacent to the stitched zone. Stainless steel only — galvanised or mild steel bars must not be substituted regardless of cost pressure.

Technical Properties

  • 316 SS — suitable for all exposure zones including coastal and marine environments
  • Helical profile provides mechanical interlock in grout — bond is not reliant on adhesion alone
  • Helifix is the most widely specified brand in Australian remedial masonry — high contractor familiarity

Limitations

  • Structural work — engineer specification and inspection mandatory before and during installation
  • Crack cause must be identified and eliminated before stitching — active cracks will cause new cracking adjacent to stitched zone
  • Slot cutting creates dust — manage for owners and occupants in occupied strata buildings

PROCUREMENT SOURCES

Confirm suitability with the current manufacturer TDS before specifying or applying.

Thor Helical Australia

Thor Helical 8 mm 316 SS heavy-duty stitching bar

Heavy-duty helical grout-in crack stitching bar — 8 mm 316 SS — bed joint — AS 3700

System Description

Thor Helical 8 mm 316 SS bar is a heavier gauge stitching bar for greater load capacity requirements — heavily loaded masonry, wide crack zones, or where the engineer specifies higher tensile capacity than the 6 mm bar provides. The larger diameter requires a wider bed joint slot and is typically used in heavy masonry or heritage stone coursed construction. The 8 mm bar has greater anchorage length in grout due to the larger helical cross-section, providing higher characteristic tensile and shear resistance per unit length. Thor Helical is well-established in the UK and Australian heritage and commercial remedial masonry market. Australian distributor: Thor Helical Australia — confirm current stock and lead time before specifying. Both 1 m and 2 m lengths available. The 8 mm bar is heavier to cut and place than 6 mm — slightly slower installation rate. Engineer specification mandatory for all structural crack stitching work.

Technical Properties

  • Higher tensile and shear capacity than 6 mm bar — specified by engineers for heavy masonry or high-load crack stitching
  • 316 SS — suitable for all Australian exposure zones including coastal and marine
  • Greater anchorage length per unit length in grout due to larger helical cross-section

Limitations

  • Structural work — engineer specification mandatory for all crack stitching installations
  • Requires wider bed joint slot than 6 mm bar — more invasive; may not fit all thin-joint masonry construction types
  • Less commonly stocked in Australia than Helifix — confirm current distributor and lead time before specifying

PROCUREMENT SOURCES

Confirm suitability with the current manufacturer TDS before specifying or applying.

Simpson Strong-Tie Australia

Simpson Strong-Tie helical masonry stitching bar — 6 mm 316 SS

Helical grout-in crack stitching bar — 6 mm 316 SS — Simpson Strong-Tie — bed joint — AS 3700

System Description

Simpson Strong-Tie 6 mm 316 SS helical bar — an alternative supply source to Helifix from a supplier with extensive Australian distribution through building products merchants and timber frame connector supply chains. Useful when Helifix is unavailable from local distributors or on back-order. Simpson's masonry remediation range is growing in Australia and their technical support is well-developed. Same structural application as Helifix 6 mm bar — identical helical profile principle and equivalent performance in grout-in applications. Engineers should specify by performance requirement (316 SS helical bar to manufacturer's specification) rather than by brand alone where multiple suppliers are acceptable. Confirm with engineer that Simpson Strong-Tie bar is an approved equivalent to the specified brand before ordering. Engineer specification mandatory for all structural crack stitching work. Available in 1 m lengths through Simpson Strong-Tie Australian distribution network.

Technical Properties

  • Simpson Strong-Tie has broad Australian distribution — often available where Helifix is on back-order or unavailable
  • Consistent manufacturing quality — 316 SS for all Australian exposure zones
  • Simpson technical support well-established in the Australian construction industry

Limitations

  • Structural work — engineer specification mandatory for all crack stitching installations
  • Some engineers may specifically require Helifix — confirm substitution is acceptable before ordering
  • Less contractor familiarity than Helifix in Australian remedial masonry trade

PROCUREMENT SOURCES

Confirm suitability with the current manufacturer TDS before specifying or applying.

System Comparison

Side-by-side comparison of helical bed joint crack stitching bar systems. All are 316 SS and require engineer specification. Confirm product availability with supplier before specifying.

Product systemBrandDiameterAU distributionTensile capacityCoastal OKEngineer req.Primary use
Helifix 6 mm 316 SSHelifix6 mmGood — nationalStandard — per Helifix data sheetYes — 316 SSYes — mandatoryStandard crack stitching — residential and commercial masonry facades
Thor Helical 8 mm 316 SSThor Helical8 mmConfirm lead timeHigher — per Thor Helical data sheetYes — 316 SSYes — mandatoryHeavy masonry or high-load crack stitching — engineer-specified
Simpson Strong-Tie 6 mm 316 SSSimpson Strong-Tie6 mmBroad — nationalStandard — per Simpson data sheetYes — 316 SSYes — mandatoryAlternative supply source to Helifix — confirm engineer approval

Critical notes for helical bar crack stitching:

  • STRUCTURAL WORK — a structural engineer must identify the cause of the cracking, confirm that crack stabilisation is appropriate and specify the helical bar type, diameter, length, spacing and grout system before any crack stitching commences
  • Crack stitching treats the symptom — the cause of cracking must be identified and eliminated or managed before stitching; stitching active cracks without addressing the cause will result in new cracking adjacent to the stitch zone
  • All helical bars must be grade 316 stainless steel — do not use 304 stainless, carbon steel or galvanised bar in a concealed masonry application
  • Bed joints must be raked out cleanly to the correct depth and width before bar installation — do not install bars in shallow or dust-filled grooves; inadequate groove preparation results in poor grout bond and bar pull-out failure
  • The grout must fully encapsulate the helical bar — inject grout from the back of the groove towards the face, not from the face inward; a void anywhere along the bar will cause a local corrosion point in coastal environments
  • Allow the grout to achieve adequate strength before repointing the joint face — premature repointing disturbs the fresh grout and can dislodge the bar before bond has developed

Disclaimer

This page provides general technical information only. Masonry crack stitching is structural work — bar type, diameter, length, spacing, grout selection and installation must be specified and certified by a structural engineer against project-specific crack cause, masonry type and AS 3700 requirements.