Eight Placement Disciplines · One Concrete Pump Catalog.

High-rise cores · bridge decks · tunnel lining · precast yards · industrial slabs · municipal streets · marine piers · energy infrastructure — every discipline mapped to a Tier 4 Final certified pump class with documented outlet pressure and boom reach.

High-Rise Cores & Decks

Boom pump + rock valve + DN125 line for vertical pressure and night-shift continuity.

Bridge & Highway Decks

Long-reach boom + Telebelt options for segmental decks and pier caps.

Tunnel Lining & Shotcrete

Trailer line pump + high-pressure seals for abrasive mixes and long friction loss.

Precast Yard Beds

Separate placing boom + formwork-cycle hose kits for repetitive casting.

Industrial Slabs & Floors

Telebelt conveyor + low-slump placement for large footprint floors.

Municipal Streets & Utilities

City boom compact class for overnight lane closures and tight urban set-ups.

Marine Piers & Wharfs

Corrosion-aware pipeline kits and boom staging on pile-supported decks.

Energy & Process Plants

Controlled outlet pressure for equipment pads, bund walls and containment pours.

Technical Requirements by Placement Discipline

Cross-discipline parameter map for project engineers comparing boom reach, outlet pressure, pipeline diameter and emissions packs before locking a pour calendar.

Discipline	Key Spec	Standard	Putzmeister Class
High-Rise Cores	Outlet pressure bar + boom reach m	CE 2006/42/EC	Boom 36–56 m Z-fold
Bridge Decks	Reach m + Telebelt belt width	EN plant safety pack	Boom / Telebelt hybrid
Tunnel Lining	Line pressure bar + abrasive valve life	ISO 4406 cleanliness	Trailer high-pressure
Precast Yards	Placing boom mast height m	ISO 9001 process	Separate placing boom
Industrial Slabs	Output m³/h + low-slump handling	EPA Tier 4 Final	Telebelt conveyor class
Municipal Streets	Compact set-up footprint m	EU Stage V	City boom 28–36 m

Operating weight, hydraulic system pressure and boom length remain model-dependent; engineering issues a signed class recommendation after reviewing mix design and friction loss calculations.

Rock Valve vs S-Tube — When Abrasive Mixes Change the Spec

Procurement teams often debate rock-valve versus S-tube ends for manufactured sand and recycled aggregate. Rock-valve seats typically tolerate abrasive mixes with less blow-by on long continuous pours, while S-tube packages can be lighter to service on short municipal windows. Neither geometry eliminates pipeline friction loss: DN diameter, elbow count and vertical lift still govern outlet pressure headroom. We disclose that published theoretical output (m³/h) assumes clean water calibration and will derate with stiff SCC — field curves, not brochure peaks, should drive the pour calendar.

Email engineering for the cross-discipline parameter map

Request the PDF matrix covering boom reach, outlet pressure, pipeline diameter and Tier 4 Final documentation for each placement discipline.

Request Parameter Map