Ferrocrete Rafters and
Purlins in the Context of Appropriate Technology Anil Laul Email: anillaul@del2.vsnl.net.in |
The
development, processing and application of Ferrocrete Channels within the
context of sustainable development and building technologies has thus far been
fairly successful. The process of manufacturing the channels, the materials used
in this process and the livelihoods that are maintained through this process are
of significant value. The ferrocrete channels, being currently propagated, are
primarily used to replace steel girders and stanchions, and in this the outcome
has been commendable. Currently, these channels are used in conjunction with the
pre-cast ferrocrete vaults to make roofing structures. Therefore, the ferrocrete
channels are inherently efficient and viable materials for building
construction.
These channels, because of their design, cannot be used with the MCR roof tiles,
as there are no provisions made within the structure of the channel for
attachments to other support elements like rafters and purlins. The applications
of these channels are also limited because of their bulk as large components,
which means that they cannot be used for different purposes where smaller sizes
of beams are required (like rafters and purlins). Further, these channels are
not small-scale products and cannot be viably produced outside of large towns.
Thus, the levies and expenditures associated with industrial production are
reflected in the production of these channels. There is, therefore, a need to
modify these ferrocrete channels so that they can compliment the MCR tiles by
replacing timber as rafters/purlins and manufactured at the micro level.
Modified ferrocrete channels, when used to compliment the MCR tiles, result in
the utilization of two appropriate products thereby illustrating the use of
appropriate technology. The use of timber in roof construction is expensive and
the extraction of timber from the environment has unfortunate repercussions at
both the micro and macro levels. The modified ferrocrete channels would, thus,
have all the advantages of timber (i.e. versatility, flexibility), at the same
time being more cost effective and environmentally efficient. For example, when
the cost of a cubic foot of cement (as compared to a cubic foot of timber) is at
a ratio of 1:3 or 1:4 (etc.) then the use of cement becomes a more viable
option. Further, ferrocrete mixtures comprise one-third cement and two-thirds
fine aggregate, which is locally and readily available. Fine aggregate, being an
inexpensive additive, offsets the cost of m.s. welded mesh that is used in the
ferrocrete channels. Therefore it is more feasible, wherever possible, to
replace timber products with appropriate ferrocrete products.
The practical solution to this problem is through simple modifications in the
structure of the ferrocrete channel. The ‘I’ beam shape of the channel is
appropriate for bearing roof loads, but with some changes it could become a more
viable, efficient and appropriate building material, in conjunction with MCR
tiles.
Ferrocrete Rafters and Purlins
The following suggestions, along with the diagrams, illustrate
modifications to ferrocrete channels, using existing technologies, to make
Ferrocrete Rafters and Purlins:
n The length of
the ferrocrete rafters and purlins could be available in modular lengths of
1.0m, 1.25m, 1.5m (Fig. 1).
n The sections could be multiples of 35mm x
75mm or 50mm x 100mm and so on. By making the sections smaller and multiples of
each other, the rafters and purlins become more versatile in their application.
For example, where bigger sections are required these rafters/purlins can be
stacked and efficiently joined together to form the required section. (Fig. 2)
n
The modular rafter and purlin ‘I’ sections could be closed at both ends using ferrocrete with mild steel (ms) plates anchored into the ends. In this way, modular rafters and purlins can be welded end-to-end in areas where longer lengths are required. (Fig. 3, Fig. 4, and Fig. 5)n
During the process of fabrication, timber dowels could be inserted at regular intervals into the web of the ‘I’ section. These dowels can be removed later to expose holes through which ties (i.e. wire or rope) can be passed. An example of this is in the case of tying rafters to purlins or stacking them to make larger sections, a technique that is similar to conventional methods of timber construction used in villages.