Chute Liner | EB China

Loading

Apron Feeder Discharge Chute Liner Plates

Custom apron feeder discharge chute liner plates manufactured to approved drawings for mining, quarrying, cement and bulk-material plants. Send liner drawings, wear maps and inspection requirements for quotation.

Description

Apron feeder discharge chute liner plates protect the transition where heavy, often coarse material leaves the feeder pans and enters a crusher, conveyor chute or downstream process. EB China manufactures replacement liner panels to approved drawings, wear maps and inspection requirements for mining, quarrying, cement and bulk-material plants.

Drawing-based quotation: Send the chute arrangement, liner drawings or measured templates, material handled, target material grade, quantities and required documents through our drawing upload and RFQ page, or email wear@ebcastings.com. We quote custom parts rather than offering a fixed online checkout price.

What this product covers

This product covers replaceable wear panels installed in the discharge transition associated with an apron feeder. Depending on the equipment arrangement, the liner set may include discharge-end sidewall plates, transition chute panels, impact-zone plates, lower side liners, curved or bent corner pieces, closure plates and interface panels around structural members.

The liner is distinct from the apron feeder pan itself, chain, roller, sprocket and drive components. It is also distinct from the receiving crusher wear parts. Defining these boundaries on the general arrangement prevents ambiguous quotations and helps the maintenance team assign each part number to the correct assembly.

Why the discharge transition requires its own liner plan

An apron feeder meters material, but the discharge chute still experiences changing loading conditions. Large lumps can strike a local zone, smaller particles can slide along the lower wall, and off-centre loading can produce concentrated wear on one side. The most economical liner set is therefore not automatically one grade or one thickness everywhere. It is a drawing-controlled arrangement in which panel size, material, thickness, fixing and joint direction follow the actual wear map and maintenance access.

Engineering boundary: EB China manufactures to buyer-approved drawings and specifications. Final chute geometry, structural adequacy, operating clearances and site safety remain subject to review by the equipment owner or responsible engineer.

Typical interfaces to identify on the drawing

Interface What to show Why it matters
Apron feeder discharge end Pan trajectory, discharge lip, operating envelope and nearest liner edge Helps prevent interference and defines the first impact or sliding zone
Receiving crusher or chute Opening, flange, throat and removable access components Controls liner boundary and replacement sequence
Sidewalls Inside profile, handed parts, bends and transitions Prevents mirror-image or orientation errors
Structural members Stiffeners, ribs, welds and inaccessible back-side areas Determines whether bolts, studs or weld-in fixing can be serviced
Inspection access Doors, platforms, lifting route and maximum manageable panel size Connects part design to shutdown replacement work

Wear zones and practical design responses

Observed zone Typical evidence Drawing or specification response to consider
First-contact impact zone Cratering, local deformation, cracking or rapid thickness loss Separate replaceable panel; confirm toughness, support and fixing layout
Sliding bed zone Relatively smooth directional grooves Control material grade, thickness and joint orientation along flow
Side concentration One wall wears faster than the opposite wall Verify feed alignment; retain left/right part identification
Panel joint Grooving, wash-through or material packing at edges Review gap, overlap, step and edge support
Fastener area Loose bolts, enlarged holes or local breakout Check hole type, seating, backing support and service access

Before changing thickness or alloy, compare the physical wear map with the flow direction and liner drawing. Our guide to chute liner wear mapping and replacement planning provides a practical way to record remaining thickness by panel ID.

Real underground mine transfer chute and conveyor operating context
Real underground mine transfer-point context. Source: Bortnowski, Gondek, Król, Marasová and Ozdoba, Energies 16(4), 1666 (2023), Figure 1, licensed under CC BY 4.0. Unmodified apart from WordPress-generated display sizes. This is not an EB China installation or customer project.

Material routes

Material selection should be tied to impact severity, abrasion mechanism, required toughness, usable thickness, fixing method and the owner’s approved specification. Common drawing-based routes include abrasion-resistant steel plate such as NM grades and cast high-chromium iron components for selected severe-abrasion zones. These are not interchangeable by name alone.

Route Where buyers often consider it Points to confirm
Abrasion-resistant steel plate Large fabricated panels, bent parts and areas needing a balance of wear resistance and toughness Grade, hardness range, thickness, flatness, rolling direction if specified, bending and welding requirements
High-chromium cast iron Selected compact panels or high-abrasion locations with adequately controlled impact Chemistry, hardness, casting tolerances, soundness criteria, attachment and impact suitability
Zoned liner package Discharge chutes with visibly different impact and sliding-wear areas Panel-by-panel material schedule, part marking and revision control

For a comparison of the two main routes, see high chrome cast iron vs NM wear plate. Material choice should be approved for the specific service rather than inferred from a photograph.

Panel geometry available to drawing

  • Flat rectangular, trapezoidal and irregular-profile liner plates
  • Bent liner plates for transition corners and discharge-end profiles
  • Curved panels where the chute shell or material path requires a radius
  • Handed left/right side liners with permanent part identification
  • Panels with reliefs for ribs, welds, access openings or structural attachments
  • Multi-piece liner sets organized by equipment tag and drawing position

Critical geometry should be dimensioned from stable datums. Avoid relying only on a worn removed liner: edge loss, deformation and enlarged holes can reproduce the failure in the new part.

Fixing options

Fixing selection depends on access, chute structure, liner thickness and the site replacement method. EB China can process round holes, slotted holes, countersunk holes, plug-weld openings or stud-backed arrangements when defined on approved drawings.

Fixing concept Useful drawing information Main verification point
Bolt-on Hole diameter, coordinates, bolt specification, washer/nut arrangement Back-side access and seating condition
Countersunk bolt Head standard, included angle, recess diameter and allowable projection Remaining material below the recess and head fit
Slotted hole Slot length, width, orientation and positional tolerance Adjustment purpose without uncontrolled movement
Stud-backed Stud grade, diameter, length, location and welding requirement Hidden fixing access and weld qualification requirements
Plug-weld opening Opening geometry, spacing and approved welding procedure Removal plan and heat input control

Where external maintenance access is available, review our bolt-on chute liner plates. The article on stud-backed versus bolt-on fixing also helps buyers document the decision.

Joint layout and flow direction

Panel joints are part of the wear system. Show the normal material-flow arrow, upstream/downstream panel sequence, permitted gap, overlap or step, and any edge-bevel requirement. Unsupported edges and poorly oriented overlaps can create local attack or material packing. Use a numbered liner map so the installation crew can confirm orientation before tightening or welding.

For a drawing review sequence, use the panel joint, gap, overlap and flow-direction checklist.

Thickness planning

Thickness should be selected from service evidence rather than a universal table. Record new thickness, measured remaining thickness, operating hours or tonnes, local wear mechanism and planned shutdown interval. Also confirm that a thicker panel will not reduce required clearance, obstruct access, increase unsupported mass or interfere with adjacent moving equipment.

Our liner thickness selection guide explains the input data buyers should collect before revising the drawing.

Dimensional and quality inspection

An inspection plan should identify characteristics that affect fit, assembly and traceability. Depending on the order, the agreed scope may include:

  • Overall length, width, thickness and profile against the approved drawing
  • Hole size, location, slot orientation and countersink geometry
  • Bend angle, inside radius and handed orientation
  • Material certificate or chemistry report when required by the purchase specification
  • Hardness testing at agreed locations and frequency
  • Visual and dimensional inspection of cast surfaces or fabricated edges
  • Part marking, drawing revision, heat/batch traceability and quantity check
  • Photographic inspection record, packing list and other agreed documents

Required documents must be stated in the RFQ and purchase order. They are not assumed to be identical for every liner package. See our guide to quality documents for custom chute liners.

Part marking and shutdown staging

Apron feeder discharge liners are often replaced during a short shutdown. Each package can be organized around the buyer’s equipment tag, chute position, drawing number, revision and panel ID. A packing list that follows the installation sequence reduces sorting time and helps prevent a left/right panel from being installed in the wrong position.

For planning details, review the part marking and shutdown staging guide.

Information required for quotation

RFQ item Preferred information
Equipment identity Plant, area, apron feeder tag and discharge chute tag
Drawings PDF plus DWG/DXF/STEP where available; drawing number and revision
Liner schedule Part IDs, descriptions, quantities, handed parts and installation positions
Service Material handled, lump-size range, moisture, throughput and known impact locations
Material requirement Grade or performance specification, thickness, hardness or chemistry requirements
Fixing Bolt/stud/weld details, hole standards and access limitations
Inspection Critical dimensions, tolerances, certificates, hardness plan, NDT if specified
Delivery Required date, destination, packing marks and shutdown sequence

When no reliable liner drawing exists

Provide the general arrangement, clear photographs with scale, a numbered wear map and dimensions from stable chute datums. If removed liners are measured, identify worn or missing edges rather than treating them as the original profile. EB China can review the manufacturing information and highlight missing dimensions, but the final replacement drawing must be approved by the responsible buyer or engineer before production.

Related products

Real-photo context and image licensing

The featured photograph shows a historical belt-conveyor transfer point from the U.S. National Archives / Bureau of Reclamation and is a U.S. federal government public-domain work. Source: Wikimedia Commons file page. It was resized and JPEG-optimized. The inline underground transfer-point photograph is credited in its caption under CC BY 4.0. Both images illustrate real bulk-material transfer environments; neither depicts an EB China installation, an EB China product, or a customer project.

Technical reference

For general apron-feeder component and maintenance context, see the Metso Apron Feeder Handbook. Supplier literature is used only as general equipment context; the buyer’s approved equipment drawings and specifications govern the manufactured liner package.

Operating data that changes the liner requirement

Two discharge chutes with similar dimensions can have very different wear behaviour. Include the normal and maximum throughput, bulk density, representative lump-size range, moisture or clay content, feed interruptions, known tramp-metal events and the downstream equipment condition. If the feeder speed changes by operating mode, identify the modes used when the abnormal wear occurs.

Photographs are most useful when they show the complete material path and include the panel ID or a marked-up drawing. Close-up images alone can hide whether the damage is caused by first impact, redirected flow, joint wash-through or an alignment problem. Where possible, provide thickness readings from more than one shutdown so the wear rate can be compared rather than guessed from a single inspection.

Maintainability and replacement sequence

Panel design should reflect how the liner can actually be removed. Confirm the access door size, lifting points, available handling equipment, back-side fastener access and whether adjacent panels must be removed first. A smaller modular panel may be easier to handle, while too many joints can increase installation time and create additional edge locations. The preferred balance depends on the shutdown method and the wear map.

Site work must follow the owner’s isolation, lockout, stored-energy, confined-space, lifting and hot-work procedures. A replacement liner drawing does not replace a site-specific risk assessment or an approved installation procedure.

Manufacturing handoff and revision control

After technical clarification, the approved manufacturing package should contain the final drawing revision, part schedule, material requirement, critical tolerances, inspection plan and marking convention. Any deviation or proposed manufacturability change should be recorded before production. For repeat orders, quote the previous EB China order reference together with the current equipment drawing revision so that superseded geometry is not reproduced unintentionally.

Where several grades are used in one chute, the BOM and liner map should identify the material of every panel. Permanent or durable temporary marks must remain readable through inspection, packing and site staging.

Frequently asked procurement questions

Can EB China quote from a worn sample?

A worn sample can support material and profile review, but it should be combined with stable datum measurements, the equipment arrangement and buyer-approved replacement geometry. Severe wear can remove the original edges and distort hole positions.

Can one thickness be used for the entire discharge chute?

It can be specified, but it may not be the most economical or maintainable choice when impact and sliding zones differ. A wear map helps determine whether zoning is justified.

Are apron feeder pans included?

No. This page concerns the discharge chute liner plates around the feeder interface. Feeder pans, chains, rollers, sprockets, drives and crusher internals should be identified as separate equipment components.

What files are preferred?

A controlled PDF is useful for approval, while DWG, DXF or STEP data can reduce transcription work for complex profiles. The PDF drawing and its revision remain the reference unless the purchase specification states otherwise.

Request a drawing review and quotation

Send your apron feeder discharge chute liner drawings for review.

Include the equipment tag, material handled, liner schedule, quantities, required grade, fixing method, inspection documents and target delivery date. Upload the files through the RFQ page or email wear@ebcastings.com.

Reviews

There are no reviews yet.

Be the first to review “Apron Feeder Discharge Chute Liner Plates”

Your email address will not be published. Required fields are marked *

Send Drawings for QuoteDrawings, photos, material, holes, quantity