Pines Calyx

rammed chalk is soft but easy to use

 
   
 
 
 
   
         

Pines Calyx is an ambitious project about four miles from Dover, UK, and close to the sea. The whole area sits on chalk, some of which is up to two miles deep. Rammed chalk became popular in the 19th century particularly in the chalk regions of the UK which are extensive due to the lack of clay in those areas. When brick making became common and fashionable bricks had to be transported, and with poor transport links rammed chalk offered a viable alternative. With the coming of transport ironically canal and later railway cuttings produced further large quantities of chalk spoil from cuttings which wee used to good effect in towns like Andover and Winchester.

At Pines Calyx by contrast the challenge was to use what was on site and avoid haulage from the difficult to reach site as well as dumping charges and land fill tax. The Bay Trusts' team led by Alistair Gould decided to use the chalk dug from the footprint of the sloping site for the two storey load bearing walls. Not only rammed chalk walls, but timbrel or Catalan domes for the green roof, an air tube for natural ventilation as well as a raft of other sustainable technologies. And all this in a public garden space organically managed. In this last context the construction of a big new building needed to share the same values and reflect those of the long established open space.

 

   
     
  Combining rammed chalk from site and timbrel vaulting for domes and stair case made comfortable and dynamic space  
     

How we were involved.

Initially the chalk was tested and found to have a crushing strength of 0.4Nmm2, not enough for the ambitious design. So we were approached and our first task was to examine the strength of the material again. Through our research on rammed earth with Bath University and the development of a robust testing scheme we were able to show the chalk from site was actually crushing at 0.8Nmm2, double the previous figure and enough to satisfy the engineers.

Next we were invited to join the design discussions, carried out in large meetings involving all the different disciplines including energy, M&E, lighting as well as architect, engineer and surveyor. The whole project developed very rapidly as a result of this approach, which did mean some decisions were made perhaps a bit too quickly.

However once begun the site did yield all the material needed for the walls. We advised on the separation of of the top soil from the 'clean' chalk lower down. When the insulation and slab were in place we came on site, a 5 person team, 2 carpenters, one driver and two rammers, although in practice everyone did a bit of everything.

We specified the formwork, a commercial concrete type which comes in standard sizes. Curved sections were built using mainly 0.6m x 1.2m panels, tighter curves used 0.4m and 0.3m x 1.2m panels to produce facets. This meant it was easy to make facetted walls on the outside which could be easily fitted with standard 2.4m x 1.2m insulation batts while inside the facets were smoothed to curves using 4mm and 6mm plywood sheets.

The chalk could be used in its natural moisture content, the heap was covered to ensure it didn't get any wetter. Chalk can generally be used between 4% and 20% moisture content, but in practice we normally had it between 10% and 12%.

The whole job took around 6 weeks although there was a break in the middle while the first floor slab was poured. Thermally, acoustically, environmentally it would have been more satisfying to have a timber floor but this was where time and speed constraints really played a part.

   

herbicide or any other kind of cide, just let it dry out and the algae will die.

Finally the walls had a weak solution of sodium silicate applied where they can brush off onto clothing. This prevents dusting but does not effect the walls ability to deal with humidity.

In use the walls have had to deal with a leaky roof and a flood caused by plumbing. Neither of these has much affected the walls, they needed brushing and wiping, allowed to dry out again and re-sealed where in the public touch.

In terms of thermal efficiency the Bay Trust have been monitoring for some time and increasing the high level of efficiency of the building. However with a building of this size and complexity, with its various use demands user training and  attention are necessary, not for the walls particularly but for all the mechanical elements of the less passive heating and cooling.

       

    Complex shapes built with simple elements  

       

Heavy covers were used to protect the new walls from rain, these were rolled up every morning and down every night, whatever the outlook. Chalk dries very slowly due to its very fine particle size and innate ability to trap water. When the floor and ring beams were caste these heavy covers were replaced with light plastic covers which were caste in between the walls and the elements above. This ensured the covers stayed in place and protected the walls from material running down their sides. This became especially important when the sealing of the roof was delayed by almost a year and the building was out in the winter weather with only those covers to protect it.

This delay in the roof meant the drying time was probably longer than it should have been. However once the building was closed up and sealed another issue appeared. The walls are damp, the temperature rises and a form of algae is ideally suited to find a home on the surface. This happens to be almost fluorescent green! however once dry the green turns black and with almost no roots the algae is easily brushed away. It certainly acts as a marker for when the wall is dry, it may also speed the drying process but this needs research. It certainly does not need treating with fungicide,

   

       

    Smaller chalk buildings for boiler house and sitting in...  

       

 

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