Erecting Hamannwall


  • The Hamannwall system provides a cost competitive alternative to conventional building methods by removing the majority of on-site work.
  • The factory produces, large single-spanning lightweight wall elements, that are easily and speedily erected.
  • A 12 meter by 3 meter by 123 millimeter Hamannwall panel weighs approximately 1.5 tones compared to a similar size concrete panel that would weigh 10.5 tones.
  • As a load-bearing walling element Hamannwall has an installed cost of about half that of precast concrete and the finish of Hamannwall is superior to an equivalent off-form, precast-concrete or insitu wall panel.
  • Depending on the wall layout, a Hamannwall panel when concrete filled onsite, can support between twelve and twenty storeys thus eliminating the need for columns and floor beams.

Hamannwall saves considerable time and money

  • The walls of an average 150m² Hamannwall house can be erected in 3-5 hours with just 3 people and a crane.
  • Assembling 3-4 walls per hour is easily achievable with Hamannwall.
  • Hamannwall panels of up to 3 meters can be installed manually without a crane.
  • For Hamannwall panels of up to 6 meters a forklift can be used and for larger panels, up to 12 meters, a crane is recommended.
  • The electrical wiring and plumbing services are placed in the Hamannwall cavity, avoiding the need for external fixing. This saves time traditionally spent to channel or groove these services in a conventional wall.
  • Hamannwall is a load bearing system. With multi storey construction, the walls are filled with concrete after the services are installed.
  • Even when filled with concrete, Hamannwall is more than 20% lighter than conventional brickwork which means lower foundation costs.

The overall process

The overall process from the manufacture of the Hamannwall panels to their final erection to form load-bearing walls for a building project is generally as follows:

  1. Using the Hamannwall design guidelines the Hamannwall walling requirements are analyzed by a suitably qualified structural engineer and the Architectural and Engineering drawings prepared indicating plan layouts, cross-sections, reinforcements, set downs and edge details.
  2. Whole Hamannwall panels are manufactured in the factory in a single panel twelve meters long by three meters high (12,020 mm X 3050 mm) and a full cutting schedule including panel elevations and transportation-stillage load sheets are prepared based upon the design drawings.
  3. Using a numerically-controlled table-mounted saw, the panels are cut to specified dimensions within a tolerance of 5mm. This will include openings for doors and windows.
  4. Where required, galvanized steel metal closures are inserted at the factory to the panel ends and openings.
  5. Between five and eight ‘processed’ Hamannwall panels are loaded vertically, to maximize the transportable volume, on to a transport-stillage.
  6. Several full stillages, often containing up to 500 square meters of ready-to-install Hamannwall panels, are loaded onto a semi-trailer for transportation to the building site.
  7. The stillages are unloaded, positioned and stabilized on prepared flat ground near the construction site in readiness for erection.

Erecting Hamannwall

After completion of the foundation or the concrete suspended floor onto which Hamannwall is to be positioned, the builder’s surveyors establish and mark all main grid lines.

  1. Using the Architectural layout drawings a trained Hamannwall erection crew marks out the walling positions in reference to these grid lines.
  2. For the first floor the concrete foundation is drilled and starter bars are epoxied into place. For subsequent floors starter bars extend from the panel below.
  3. Weighing up to five tones the laden stillage, containing the cut Hamannwall panels selected for erection, is then lifted by crane onto the concrete floor or foundation prepared to receive the panels.
  4. One by one the cut Hamannwall panels are decanted from the stillage by crane and placed into their final position, propped and then connected in accordance with the installation guidelines.
  5. To construct the next suspended floor spanning between the load-bearing Hamannwall, formwork is installed and propped. After this it is used as staging to pump concrete into the cells of the Hamannwall.
  6. Whilst still plastic, starter bars are placed in the concreted cells in readiness for the next floor of Hamannwall panels.
  7. Slab reinforcement is placed on the formwork and the concrete poured for the next suspended floor.