Gas & Volume
Digestion volume and gas load are defined during the site survey.
WORK PROCESS
Digestion volume and gas load are defined during the site survey.
The slipformed sludge digester and cover details are written into the quotation.
Watertightness, reinforcement and roof loads are calculated.
The gas dome, stairways and sampling levels are drawn up.
Formwork and OHS measures are prepared on the treatment plant site.
The sludge digester rises on slipform with no construction joints.
Watertightness and elevation reports are handed over to the plant operator.
EXECUTION
Digester volume, gas and mixing loads are reviewed during the site survey.
The slipformed shell, cover and access are resolved within the same digester design.
Gas-tight details are installed on site and fully recorded. A report is provided at handover.
ABOUT THE SERVICE
Sludge digesters, or digestion tanks, are specialised reinforced-concrete structures used in wastewater treatment and biological process plants to break down organic matter under controlled conditions. Particularly in systems that handle sewage sludge, the structure's geometry, watertightness, process connections and the mechanical equipment loads it carries must all be assessed together at the design stage.
These structures differ from conventional storage silos. Because they hold more than just a static material, mixing equipment, pipelines, gas systems, maintenance access and process instrumentation are all directly linked to the reinforced-concrete structure. The civil design of a sludge digester therefore cannot be prepared independently of the mechanical and process designs.
A slipform system can be used on digester projects where the vertical reinforced-concrete walls are largely continuous. The key advantage of the system is that the tall reinforced-concrete perimeter wall can be raised in a controlled manner, following an orderly production programme.
Before the slipform operation begins, pipe penetrations, anchorages, platform connections and other embedded items are defined in the execution programme. Every connection point must be installed at the correct level as the system rises, which is why coordination between the mechanical design team and the concrete construction team is particularly important.
Watertightness is one of the most critical issues in a sludge digester. Every stage of execution – from the concrete mix and reinforcement detailing to the quality of concrete placement and surface inspection – must take the structure's operating conditions into account.
Throughout the slipform operation, the concrete setting time, the slipping rate of the formwork and ambient conditions are monitored. Where the structure is cylindrical, diameter and centre checks are required, verticality must be maintained and the formwork system must move evenly around its full circumference.
Steel stairways, maintenance platforms and various items of process equipment may also be mounted on the reinforced-concrete structure of a digestion plant. Preparing the anchorage points for these elements during concrete construction makes subsequent installation much easier.
Rayf Teknik's experience in slipform and industrial reinforced-concrete structures makes it possible to plan the formwork operation for specialised process structures such as sludge digesters around the plant's mechanical requirements. The aim is not simply to build a reinforced-concrete tank, but to create a structure that remains compatible with the process equipment over long-term operation, with correctly prepared connection points and full compliance with the project requirements.
With this approach, the reinforced-concrete construction of a sludge digester is no longer a work item separate from process installation; it becomes a planned part of the treatment plant's overall operating system.
TECHNICAL SPECIFICATIONS
Sludge digester cross-sections are determined by gas-tightness, diameter and maintenance access. The typical range is confirmed through the site survey and process calculations.
TECHNICAL ADVANTAGES
In a sludge digester, the gas-tight shell and the slipform are engineered together.
The sludge digester shell is dimensioned for gas loads.
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The sludge digester shell is dimensioned for gas loads.
SERVICE GALLERY

TECHNICAL SUPPORT
Our technical team will contact you to arrange a sludge digester site survey and quotation.
Information & FAQ
Short answers on sludge digester scope, duration and handover.
A sludge digester is a gas-retaining reinforced-concrete structure in which treatment sludge is processed in a controlled anaerobic environment. Its watertightness requirements, gas pressure and mixer loads differ from those of an ordinary storage silo. Slipform is used for tall cylindrical shells. Stairways, sampling levels and equipment anchorages are marked out during the site survey. Gas-tightness and liquid-tightness records are provided at handover.
If the gas dome anchorage is missed while the wall is being cast, chemical anchors installed later will be weak. That is why anchorage steel is included in the slipform elevation list.
Where the tall perimeter wall has a continuous geometry, uninterrupted concreting minimises cold joints – and a gas-tight shell cannot tolerate weak interfaces. Slipform makes it possible to place reinforcement and embedded pipes at the correct level as the formwork rises. Working from platforms keeps OHS under control in a deep, enclosed volume. The programme is also shorter than with conventional lift-by-lift formwork.
Mixer vibration induces fatigue in the shell. Bearing details are never simply copied from a “standard silo”. The supplier's equipment loads are entered into the structural model.
On most projects, yes. The basins, channels and digester share the same expropriated plot and construction site. If concrete supply, cranes and OHS are not planned jointly, the works obstruct one another. Equipment bases for both structures are drawn up before concreting. Handover can be phased according to the plant's process sequence.
A temporary road between the basins and the digester soon turns to mud and concrete mixers get stuck. Platforms and gratings are therefore installed early.
Stair, platform and hatch levels for the mixer, gas dome and sampling points are determined during the site survey. Openings cut at a later stage compromise both watertightness and OHS. These elements are built into the shell as part of the slipform or steel works. Maintenance routes and critical levels are recorded in the handover file, and the operator carries out routine inspections through this access.
If a sampling tap is welded in later, watertightness is compromised. A recess for the tap is therefore left during concreting, and the operator uses it without plugging it.