Right arrow Flatness and Level Control in Picking Systems

Floor Flatness Control in Automated Picking

Automated and semi-automated picking depends on predictable floor behaviour. Small changes in flatness, local level, joint edges and transitions can alter guidance accuracy, sensor readings and wheel response. This article supports our wider distribution centre flooring guidance by focusing on how flatness and level control affect system reliability in live operations.

20 +

Years
Supporting Distribution Floors

The risk is rarely “a flat floor” versus “a bad floor”. The risk is local change in the strips where systems repeat movement. A small ridge at a joint, a settled patch at a turning entry, or a shallow hollow at a transfer lane can cause repeat vibration and guidance correction that escalates into downtime.

Right arrow How Flatness Affects Guidance, Sensors and Handling

Automated and semi-automated equipment repeats the same paths, so small level differences become repeat events rather than occasional bumps. A slight lip at a joint can trigger vibration at the same point every cycle. A shallow hollow can alter wheel contact and shift tracking accuracy in guided lanes. Where manual trucks share the same routes, braking and turning can amplify these effects and widen the affected strip.

On new builds, control strips can be set during concrete slab installation. On existing floors, resurfacing can correct local behaviour without changing the whole building. In inspection corridors, polished concrete can help reveal repeat vibration points and wear lines.

Right arrow Flatness Behaviours That Trigger System Correction

  • Joint lips that create repeat vibration in guided travel lanes.
  • Local hollows at transfer points that shift tracking and stopping response.
  • Ridges from patch repairs that cause oscillation over each pass.
  • Threshold strips where level change concentrates impacts and debris build-up.
  • Turning entries where a small fall change causes repeated steering correction.

Right arrow Where Flatness and Level Issues Show Up First

Issues appear where equipment repeats movement with limited variation. The same points see repeated vibration, guidance correction or wheel chatter, then debris and wear build around them. These strips matter because a small change becomes a daily reliability problem rather than an isolated defect.

Guided travel lanes where repeat passes make small lips immediately noticeable.

Transfer points between zones where level change affects tracking and stopping.

Pick module approaches where short braking events repeat across the same joints.

Aisle end turns where steering correction repeats and widens the affected strip.

Crossing lanes where manual trucks intersect guidance routes at shallow angles.

Door approaches where settlement and debris create uneven response under wheels.

Right arrow Our Approach

How We Control Flatness in Picking Routes

STAGE 1

Identifying Control Strips and Repeat Movement Points

We map the routes where automated equipment repeats movement, including guided lanes, transfer points, pick module approaches and turning entries. We also note where manual trucks share the same strips, because braking and cornering can change how the floor is loaded. The aim is to define the control strips where small level change becomes a repeat event that affects reliability.

Double arrowsSTAGE 2

Linking Local Level Change to Behaviour on the Route

We review local level, joint edges and transitions across the control strips, then relate findings to real behaviour such as vibration points, guidance correction, wheel chatter and debris lines. This avoids treating the floor as a uniform surface and instead targets the specific locations where the system is reacting. It also shows whether previous repairs introduced ridges or steps.

Double arrowsSTAGE 3

Phasing Corrections and Checking Under Live Cycles

Corrections focus on restoring predictable response in the control strips, such as smoothing local hollows, removing lips at joints and refining transitions at crossings. Works are phased to keep routes functioning, with clear reopening checks under normal cycles. The goal is confirmation in service: the route should run without repeat vibration and without new debris lines forming at the same points.

Keeping Guidance Routes Predictable

Guidance and repeat travel rely on consistent wheel contact. When a joint lip or shallow hollow becomes a repeat event, the system compensates on every cycle. Treating the route as a control strip keeps correction small, predictable and easier to monitor.

Reducing Joint Lips in High-Frequency Crossing Areas

Joint edges that are acceptable for occasional traffic can become reliability risks when crossings repeat continuously. If joint behaviour is the main driver, refer to joint performance in continuous picking centres for the common deterioration patterns.

Managing Mixed Equipment on the Same Strips

Semi-automated routes often overlap with reach trucks and forklifts at transfers and staging. Braking and turning can amplify small level change into repeat vibration. For route-driven effects across truck types, see traffic effects on distribution centre floors.

Linking Flatness to Wider Load Behaviour

Local level change often develops where loads dwell or repeat, especially near rack lines and narrow aisle travel. If you are seeing flatness change alongside load concentration, refer to floor load behaviour in high-bay distribution centres for the common control points.

Discuss Flatness Control in Picking Routes

If guidance routes are showing repeat vibration, tracking correction or local level change, we can review which control strips are governing performance and how to correct them without disrupting operations.

Contact us to discuss your distribution centre flooring requirements:

Right arrow FAQ

Flatness Control Common Questions

Why do small flatness changes cause repeated faults in picking systems?
Automated routes repeat the same path, so a small lip or hollow becomes a repeat event on every cycle. That creates predictable vibration, guidance correction or wheel chatter at the same point. Over time, the system’s compensation can slow movement, increase wear, and make downtime more likely.
Which floor features most often trigger guidance correction?
The most common triggers are joint lips, shallow settlement pockets, and ridges created by patch repairs across travel strips. These features change wheel contact and can shift tracking accuracy. They also encourage debris build-up that then makes the response worse, especially in narrow guidance lanes.
Why do transfer points feel worse than long straight runs?
Transfer points combine braking, turning and alignment into a short space, so the floor is loaded more aggressively than in steady travel. Any small level change is amplified because the equipment is already correcting speed and direction. That makes these points common sources of repeat vibration and debris lines.
Can manual trucks make automated flatness issues worse?
Yes. Forklifts and reach trucks introduce braking, pivot turns and angled crossings that can stress joint edges and widen wear bands. If they share the same strips as automated routes, their movements can turn a minor level feature into a bigger step. Managing the overlap is often a key part of stabilising performance.
How can we check if a repair has improved route behaviour?
The best check is behavioural rather than visual. Run normal cycles and observe whether vibration points, guidance correction and debris lines still form at the same locations. If the strip stays predictable after cleaning and under loaded movement, the correction is working. If the same line reappears, the control point was missed.
Do high-bay loads influence flatness in automated routes?
They can, particularly where rack lines sit close to guidance routes and long dwell loads reveal small slab movement. If local settlement develops near the route, the guidance strip experiences the change repeatedly. Reviewing flatness alongside load behaviour helps identify whether the issue is driven by route wear, slab response, or both together.