Anchoring of multilayer wall constructions
General Building Inspection Approval Certificate No. Z-21.3-1967
RUBERSTEIN® Spiral Anchor
Anchoring of multilayer wall constructions
Reconstruction targets
Creation of a standard-complying anchoring, with respect to load carrying capacity and durability as well as quantity and arrangement, between the individual masonry layers
Reconstruction procedures
Installation of Ruberstein® Spiral Anchors into the existing masonry in vertical direction to the wall level for a subsequent connection of facing layer and the load-bearing layer
3 variants (depending an wall material)
Wet/wet procedureDry/wet procedureDry procedure with/without pre-drillingAdvantages of the Ruberstein® Spiral Anchor System
- Simple processing, no heavy machinery necessary; cost-effective
- Little invasion into the building structure; trouble-free application even on sensitive surfaces
Load carrying investigations easily possible on site
Construction rules
according to DIN 1053-1 and DIN 18515-2
Dimension of insertion into the outer ≥ ⅔ of wall thickness | |
Dimension of insertion into the load-bearing layer ≥ 50 mm | |
Vertical distance between anchors ≤ 500 mm | |
Horizontal distance between anchors ≤ 750 mm | |
At least 5 anchors per m² of wall surface | |
On free borders additionally at least 3 anchors per |
Material and accessories
Ruberstein® Spiral Anchors, type SS (two tips)
or Type Standard (without tip) - for wet/wet procedure)
Ruberstein® Anchor grout (for wet procedure)
Commercially available hammer drill with SDS shank
Mortar gun with filling tube (for wet procedure)
Setting tools (for dry procedure)
Extraction measuring device
Wet/wet procedure
Similar to needling
Very appropriate for multilayer wall constructions without air layer
For walls with air layer, use of perforated sleeves or drill grouting in two steps:
Make a bore into facing layer and load bearing layer
Blow out the bore, moisten with water, cut spiral anchor to length, prepare anchor grout
Press the anchor grout into the load-bearing layer bore
Turn in the spiral anchor straight into the fresh grout
Press anchor grout into the bore and the spiral anchor of the facing layer
Close the wall surface with anchor grout, joint mortar or stone restoration mortar
Dry/wet procedure
Core drilling in the facing/visible layer, if necessary pre-drilling in the load-bearing layer
Particularly appropriate for two-layer wall constructions with air layer and relatively soft, homogeneous structure of the load-bearing layer
Also appropriate for rear anchors in wooden constructions
Bore in facing layer, if necessary pre-drill in load-bearing layer
Blow out the bore/s
Insert the spiral anchors with appropriate setting tool in dry condition into the brick backing
Prepare anchor grout
Press anchor grout into the bore and spiral anchor of the facing layer
Close the wall surface with anchor grout, joint mortar or stone restoration mortar
Dry procedure
Dry installation of spiral anchors over the entire wall section, if necessary pre-drilling depending on wall material
If necessary, pre-drill the masonry and blow out the bore
Insert the spiral anchors with appropriate setting tool in dry condition into the masonry
Close the wall surface with joint mortar or stone restoration mortar