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Tower Support Grid Design and Replacement Procedure

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Tower Support Grid Design and Replacement Procedure

Tower Support Grid Design and Replacement Procedure
October 23, 2026

 

Stainless steel tower support grid installed at bottom of packed column before charging packing

Figure 1: Support grid is the foundation of the packed bed — if free area is lower than the packing void fraction, the grid itself becomes the flooding point.

Tower Support Grid Design and Replacement Procedure

Engineer's Brief: A support grid must do three things at once — carry the bed weight, let gas through without becoming a bottleneck, and keep packing from dropping. Rule of thumb: free area of the grid must exceed the void fraction of the packing above it. Plain bar grating works for clean random packing; camel-hump (beam-type gas-spray) support is the better choice for DN1500+ towers, high liquid rate or dirty service. FXSINO fabricates support grids to tower ID, packing type and project load data — not catalog "fits all" plates. [10](@ref)

1. What a Support Grid Actually Has to Do

  • • Carry static + hold-up load — packing bulk density × bed height + liquid retained in voids. [1](@ref)
  • • Free area > packing void fraction — otherwise gas chokes at the grid, ΔP spikes, premature flooding. [5](@ref)
  • • Block size < packing nominal size — 50mm rings → grid gap <50mm, or add screen overlay for 25mm / saddles. [12](@ref)
  • • Resist corrosion + vibration — weld joints, support ring interface, thermal cycles.
  • • Stay level — tilt sends liquid to one wall, lower bed wets unevenly. [6](@ref)

2. Support Grid Types

2.1 Bar Grating (flat grid)

Welded bars or punched plate strips. Cheap, simple, good for small towers and clean service. Free area typically 80–90%; gas comes straight up through gaps so it can channel at the bed bottom if gaps are uneven.

2.2 Orifice / Perforated Plate

Punched holes or slots. Only for larger packing or with overlay mesh — small orifices clog in fouling service. Not ideal as primary support for fine random packing.

2.3 Camel-Hump / Beam-Type Gas-Spray Support

Arched beams with side gas ports and bottom liquid clearance. Gas enters sideways into the bed, liquid drops through the bottom gap — two separate paths, so less entrainment and lower ΔP. Standard for DN1500+ scrubbers, desulfurizers and high-L absorption columns. [7,13](@ref)

Camel hump beam support showing side gas ports and bottom liquid clearance gap

Figure 2: Beam-type support — gas from side ports, liquid from bottom clearance; modular beams assemble through the manway.

3. Design Parameters (Check Before You Specify)

Parameter Rule / reference value Why it matters
Free area ≥80% random / 90–95% structured Must exceed packing void fraction [1,11](@ref)
Load rating bed weight + hold-up × SF ≥1.5 Ceramic beds need reinforced beams [1](@ref)
Opening size < min packing dimension Prevent drop-through / add mesh overlay [12](@ref)
Levelness ≤3 mm/m (project spec wins) Tilt → wall flow / maldistribution [6](@ref)
Grid ΔP low-resistance design target Camel-hump ~60–200 Pa typical [13](@ref)
Material CS / 304 / 316L /双相 / Ti Match column atmosphere + liquid

Values are generic design references; final free area and beam stress must come from FXSINO project calculation against your packing bulk density and bed height. [10](@ref)

4. Load Calculation (Simplified)

Total face load on the grid:

q ≈ ρbed · H · km  +  ε · H · ρL · hhold  +  qadd
  • • ρbed = packing bulk density (ceramic > metal > plastic)
  • • H = packed bed height
  • • ε = packing void fraction
  • • hhold = hold-up fraction (rises near flood)
  • • qadd = distributor weight, pressure pulsation, thermal swing

Beam deflection limit is usually ≤ L/300. Undersized grid sags, packing surface dips, liquid pools at the low side. [1](@ref)

5. When to Replace a Support Grid

  • • ΔP climbs but packing looks fine — grid is the bottleneck.
  • • Local bed settle / tilt — beam sag or support ring corrosion.
  • • Welds cracked at support ring — thermal cycling or vibration.
  • • Hole enlarge / bar wear — solids erosion or corrosion.
  • • Retrofit to camel-hump — old flat plate can't pass the new vapor rate.
Packing removed inside column showing worn support grid and support ring weld line

Figure 3: After unloading packing — check support ring weld, beam deflection and corrosion at wall interface before reusing the grid.

6. Replacement Procedure (Step-by-Step)

6.1 Isolation & Unloading

• Lock-out/tag-out, depressurize, drain liquid.

• Purge / wash if medium is acidic, toxic or fouling.

• Remove packing from top down — don't dig from bottom, don't stand on the grid.

• Vacuum fines and broken fragments; check if small packing dropped through gaps.

6.2 Inspect the Seat, Not Just the Grid

• Support ring / ledge: corrosion, weld crack, level continuity.

• Shell interface: gap where slurry can sit → crevice corrosion.

• Beam sag: straight edge across span; >3 mm/m is a re-level or replace signal. [6](@ref)

• Old gasket / sealant: remove before new grid seats.

6.3 Fit & Level the New Grid

• Modular camel-hump beams: enter through manway, seat on support ring, align locating lugs.

• Grating sections: symmetric placement, no forced fit, uniform seam gaps.

• Level check with spirit level on a straight edge — correct with shims, not by bending bars.

• Bolt / tack weld per drawing; for corrosive service use continuous weld or sealed gasket at wall. [3](@ref)

6.4 Re-charge Packing

• Confirm distributor drops line up with grid free area, not on a beam.

• Dump packing evenly, don't pile one side.

• If bed is deep, set bed limiter and intermediate redistributor before closing.

6.5 Commissioning Check

• Start with gas only, low load — watch ΔP trend.

• Ramp liquid gradually; sudden full-rate flood can lift light grids.

• Compare ΔP vs design; if high at low load → grid still restricted or distributor misaligned.

New camel hump support grid leveled on support ring ready for packing charge

Figure 4: Grid seated, leveled and shimmed on the support ring — verify free area is not blocked by the shell weld or distributor stub.

7. Grid Type Selection Table

Type Free area Fouling Bed load Use case
Bar grating 80–90% Medium Moderate Small tower, clean random packing
Perforated plate 60–80% Poor High Large packing / overlay mesh
Camel-hump beam ≥90% [10](@ref) Good High DN1500+ scrubber, desulfurizer
PP/RPP grid 80–90% Good Light Cool corrosive wash tower

8. FAQ

Q: Can I reuse the old grid when changing packing?

A: Only if free area still exceeds the new packing void fraction, beams are level within spec, and welds are sound. Moving from 50mm rings to 25mm or structured packing often forces a grid change — gaps are too wide or free area too low.

Q: Why is my ΔP high right above the grid?

A: Classic sign the grid is the bottleneck — side port blocked, bottom clearance bridged with scale, or plate free area < packing void. Camel-hump retrofits usually drop ΔP 30–50% in that zone.

Q: Do I need a bed limiter above the support grid too?

A: Not at the bottom — the grid already holds the bed. A hold-down plate goes at the top of the bed to stop fluidization or lift under high vapor velocity.

Specify the Support Grid Before You Reload the Bed

FXSINO is a manufacturer of packed-column internals — camel-hump support grids, bar grating, plastic random packing, metal packing, distributors, bed limiters and redistributors. We run free structural load calculation per project and supply laser-cut, level-tested grids for manway assembly. [10](@ref)

Email: jackieqiu9202@gmail.com  |  +86 18507999558

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