High-Rise Core Pours
Z-fold boom pumps with rock valves holding vertical pressure through climbing formwork cycles.
High-rise cores · bridge decks · tunnel lining · precast yards · dams · industrial slabs · ready-mix discharge · municipal rehab — every discipline mapped to a boom or line-pump class with CE and Tier 4 Final options.
Use the table to align boom reach, outlet pressure and pipeline diameter with the pour class before issuing a concrete pump for sale inquiry.
| Discipline | Key Spec | Standard / Note | Schwing Class |
|---|---|---|---|
| High-Rise Cores | Outlet pressure bar & vertical m | Project pressure calc | BP 42–56 m rock-valve |
| Bridge Decks | Boom reach m & outrigger width | Lane-closure envelope | City / 36–47 m boom |
| Tunnel Lining | Line pressure & output m³/h | Long-line friction loss | HP trailer line pump |
| Precast Yards | Placement accuracy & cycle | Bed-form schedule | Stationary placing boom |
| Mass Concrete | Sustained m³/h & wear life | Abrasive aggregate | High-output boom + wear kits |
| Municipal | Noise / emissions package | EPA Tier 4 Final / Stage V | Compact urban boom |
Bridge decks, tunnels and dense urban cores rarely share one placement method. Document the trade-off before the concrete pump for sale inquiry locks chassis and pipeline spend.
Faster setup when outrigger pads and boom clearance exist; preferred for bridge decks and high-rise cores where vertical outlet pressure and Z-fold reach replace hundreds of meters of pipeline. Limited when lane closures cannot fit published outrigger width.
Wins on tunnel lining and remote precast cells where boom geometry cannot enter; hydraulic system pressure and output capacity (m³/h) dominate the bid. Adds friction-loss engineering, clamp-class control and longer demobilization between pours.
Email the engineering office for the PDF that pairs boom reach, rock-valve class and pipeline diameter to each pour discipline.
Email engineering office (PDF, 36 pp)