Volume Survey
Storage volume and watertightness requirements are defined during the water tank site survey.
OUR PROCESS
Storage volume and watertightness requirements are defined during the water tank site survey.
Slipform or conventional casting is specified in the water tank package.
Water pressure, roof loads and seismic actions are incorporated into the cross-section design.
Joints, linings and stairs are drawn up.
Formwork and OHS measures are prepared on site.
The water tank shell rises under controlled conditions.
Watertightness and elevation records are handed over.
IMPLEMENTATION
Whether a tank holds drinking water or wastewater changes its lining and joint details. Volume is assessed during the site survey.
Slipform is chosen for tall tanks and conventional casting for low basins.
Watertightness is tested on site, and a report is issued at handover.
ABOUT THE SERVICE
Reinforced-concrete water tanks are engineering structures used in a wide range of settings, from industrial plants to municipal infrastructure and from fire-water systems to process-water storage. In structures that hold water, watertightness, control of concrete cracking, connection details and long-term service conditions matter just as much as load-bearing capacity.
The intended use must be defined first when a tank is designed. Material and construction requirements can differ for structures storing drinking water, process water, fire water or other industrial liquids. The volume, geometry and water depth of the structure directly affect the hydrostatic pressure acting on the reinforced-concrete walls.
A slipform system can be considered for tall cylindrical reinforced-concrete water tanks or for certain load-bearing sections of water towers. On structures with continuous vertical geometry, the formwork rises together with the concrete placement, creating a steady and orderly construction process. On such projects, the slipform work plan should be prepared alongside the targets for concrete watertightness and surface quality.
Construction joints are especially important in water tanks. Depending on the design and the method used, joint locations should be determined in advance and the necessary details applied so that no weak points are created through which water could pass. In suitable geometries, the continuous concreting approach of slipforming can reduce the number of repeated formwork lifts along the reinforced-concrete wall.
Before construction begins, Rayf Teknik reviews pipe penetrations, valve connections, maintenance openings and equipment anchorages together with the reinforced-concrete design. Wherever possible, leaving connections in the correct position during concreting, rather than drilling the concrete afterwards, is important both for an orderly workflow and for watertightness.
On tall water-tank shells built with slipform, verticality and geometric dimensions are monitored continuously. Checking the surface at the level where the concrete emerges from the formwork, and intervening early when required, also helps maintain construction quality.
Once the tank is complete, not only its structural strength but also its fitness for service must be checked. Depending on project requirements, watertightness tests and the relevant surface treatments are carried out.
Drawing on its experience in tall reinforced-concrete structures and slipform systems, Rayf Teknik aims to deliver water tanks that suit the project geometry, site conditions and intended use. By coordinating the reinforced-concrete shell, connection details and the plant's piping systems in advance, water tanks become functional plant components not only structurally but also operationally.
TECHNICAL SPECIFICATIONS
Water tanks are sized according to diameter, height and watertightness class. Typical ranges are confirmed through the site survey and structural analysis.
TECHNICAL ADVANTAGES
In a reinforced-concrete water tank, the watertight shell and the slipform method are engineered together.
Joints and linings are selected to suit the type of water tank.
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Joints and linings are selected to suit the type of water tank.
SERVICE GALLERY

TECHNICAL SUPPORT
Our technical team will contact you to arrange a site survey and quotation for your water tank project.
Information & FAQ
Short answers on the scope, duration and handover of water tank projects.
Slipform is a suitable method for tall cylindrical tanks and water tower shafts. For low basins and rectangular chambers, conventional casting or culvert-type formwork may be more appropriate. The watertightness target determines the concreting regime and joint detailing. Drinking water and wastewater tanks do not follow the same lining approach. The decision is based on volume, height and service class.
In a drinking water tank, even the choice of formwork release agent is a hygiene matter. An unsuitable product leads to extra cleaning and approval work, so the specification lists every material in contact with the water.
For drinking water, hygiene, lining suitability and watertightness come first. For wastewater, chemical resistance, joints and maintenance access are assessed differently. Crack control is critical in both. Concrete and waterproofing are never selected without first defining the water class at the site survey stage. The handover note states clearly what kind of water is stored.
Wastewater chemistry can soften concrete. Lining repairs recur throughout the service life, so the initial detailing should make these repeat repairs easier.
Often, yes. Equalisation tanks, sludge tanks and sludge digesters stand on the same site. If pipe penetrations, stairs and watertight joints are not addressed before concreting, holes have to be cut later. Although a slipformed tall shell and a basin floor call for different formwork approaches, the logistics are shared. Handover can be phased.
A shared site brings treatment-plant odours into the tank works, so separating shift and eating areas is an OHS consideration. Phased handover follows the process sequence.
Concreting records, joint details, lining layers and any fill tests or leakage observations are entered into the file. The reduction in cold joints achieved with a slipformed shell forms part of this record. Construction joints in the basin floor are described separately. Maintenance levels and intervention notes are handed over to the operator. A document lasts longer than a verbal assurance.
If a fill test is carried out, the point where the water will be discharged is planned in advance, as uncontrolled discharge can breach environmental permits. The test report records water level and duration.