Bunker Walls

Bunkers & Storage · Built in-house

Bunker Walls

Heavy push walls for loader-managed storage — plate thickness graded to the load, sections engineered to your floor plan.

Sherbrooke OEM bunker walls are heavy steel push-wall systems for loader-managed storage of dense material. Walls are built from standard-width vertical sections; plate thickness is graded by height — thickest at the bottom where loader buckets and pile pressure hit, lighter above — over a structural channel and HSS tubing frame. Configurations run one- or two-sided, mechanically anchored to the slab or welded to building steel, with optional knee braces for extra stiffness. Layout, height, and length are engineered per kit from your floor plan, fabricated in Sherbrooke, Quebec.

Where It Fits

  • Tipping floors and storage bays for C&D, scrap, and aggregate handled by loader
  • Dividing walls separating fractions on a shared floor
  • Protecting building walls and columns from pile pressure and bucket strikes

C&D Recycling · Scrap Metal Recycling · MSW Sorting · Aggregates & Custom

Configuration & Options

Every unit is engineered per project — these are the configuration choices and options we quote against, not limits.

Length & heightPer floor plan — quoted as repeatable kits
SectionsStandard vertical sections with a partial section to finish odd heights
PlatingThickness graded by height — heaviest plate low (1/2 to 1/4 in class), lighter above (down to 1/8 in)
ConfigurationOne-sided or two-sided
Frame widthStructural channel — 6, 8, 10, or 12 in per load
MountingMechanically anchored to concrete, or welded to existing steel
Knee bracesOptional diagonal HSS braces tied to the floor

Construction

FrameStructural channel verticals with HSS tubing framing
PlatingSteel plate, bolted to the frame in graded thicknesses — replaceable section by section
AnchoringMechanical concrete anchors or welded connections to building steel
BracingKnee braces available with either mounting, for added stiffness

Bunker Walls — Frequently Asked Questions

Why is the plate thicker at the bottom of the wall?

Because that is where the work happens: pile pressure rises with depth and loader buckets strike low. Grading the plate — heaviest on the bottom sections, lighter above — puts the steel where the load is instead of paying for full-height heavy plate that the top of the wall never needs.

Anchored or welded — which mounting is right?

Anchored to the slab is the default: it installs on any sound concrete floor and can be relocated if the layout changes. Welded mounting ties into existing building steel where the slab cannot take anchors or the wall doubles as part of the structure. Knee braces can stiffen either.

What happens when a section wears through?

You replace that section’s plate, not the wall. The plating bolts to the frame in standard-width sections, so a worn or bucket-damaged panel comes off and a new one goes on — the frame itself is not the wear part.

Need dimensions, capacity, or a budget price?

Send your material profile and layout — engineering answers with real numbers, from the team that will fabricate it in Sherbrooke.

Talk to Engineering