Annual Report,2009 - Directorate General of Mines Safety
Annual Report,2009 - Directorate General of Mines Safety
Annual Report,2009 - Directorate General of Mines Safety
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DGMS <strong>Annual</strong> <strong>Report</strong>, <strong>2009</strong><br />
as substitute and is invariably used in the industry including domestic uses. Cement is<br />
equally important material to be used along with the steel in industries and<br />
infrastructure fields.<br />
Ro<strong>of</strong> Bolts are now being used as common support in underground mines all over the<br />
world along with the cement or resin grout to reinforce the strata and provide adequate<br />
support in the excavation. Since past ten to fifteen years, cement grouted ro<strong>of</strong> bolts<br />
have almost replaced the timber supports in coal mines in India.<br />
It is highly desired that the ro<strong>of</strong> bolts once installed should immediately start taking<br />
load <strong>of</strong> the ro<strong>of</strong> strata and prevent dilation so as to eliminate chances <strong>of</strong> ro<strong>of</strong> fall.<br />
Quick Setting Cement Grout was the only option to provide required support<br />
resistance. Various composition were tried by adding quick setting chemicals and<br />
other re-agents in the cement composition. It was then possible to gain pull out load <strong>of</strong><br />
about 3 Tonnes within 30 minuters and 5 Tonnes within 2 hours <strong>of</strong> installation. The<br />
Resin Grouts were also available for use in mines but it was cost prohibitive and<br />
uneconomical for Indian conditions during nineties. With the advancement <strong>of</strong><br />
technologies and faster rates <strong>of</strong> extraction, resin capsule is now being invariably used<br />
and are now economically viable in case <strong>of</strong> mass production.<br />
However, the use <strong>of</strong> cement capsules would continue for medium and small scale<br />
productions. A number <strong>of</strong> technical circulars have been issued from this <strong>Directorate</strong><br />
regarding load requirements, installation, testing and use <strong>of</strong> ro<strong>of</strong> bolts from time to<br />
time.<br />
Technical Circular No.6 <strong>of</strong> 1996, Circular No. 3 and 6 <strong>of</strong> 1993 are highly elaborative<br />
and exclusive on the subject. In spite <strong>of</strong> the best effort put in both from the mine<br />
operators as well as from this <strong>Directorate</strong>, the results are not upto the expected level.<br />
2.0 NECESSITY<br />
It would be pertinent to mention here the trends <strong>of</strong> fatal accidents in coal mines<br />
especially due to fall <strong>of</strong> ro<strong>of</strong> and sides. The accidents data analyzed for the past fifteen<br />
to twenty years during which the full column grouted ro<strong>of</strong> bolts along with cement<br />
capsules were being used, have revealed that :-<br />
(i)<br />
(ii)<br />
(iii)<br />
38 to 40% <strong>of</strong> the fatal in coal mines are caused due to fall <strong>of</strong> ro<strong>of</strong> and sides;<br />
57 to 60% <strong>of</strong> the total below ground accidents are caused due to fall <strong>of</strong> ro<strong>of</strong><br />
and sides; and<br />
58 to 60% <strong>of</strong> the ro<strong>of</strong> fall accidents occur within 10 m <strong>of</strong> the face i.e. within<br />
the Freshly Exposed Ro<strong>of</strong> Area.<br />
A number <strong>of</strong> accidents due to fall <strong>of</strong> ro<strong>of</strong> have occurred within 2 to 4 hours <strong>of</strong><br />
exposure <strong>of</strong> the ro<strong>of</strong> where cement grouted ro<strong>of</strong> bolts were used that failed and fell<br />
along with the failing ro<strong>of</strong> <strong>of</strong> thickness varying from 0.25 to 1.2m. In many cases<br />
during the course <strong>of</strong> inspection and enquiry, it has been found that the ro<strong>of</strong> bolts<br />
which were expected to take 3 Tonnes <strong>of</strong> anchorage load after 30 minutes <strong>of</strong><br />
installation were pulled out within 1.6 to 2.4 Tonnes. The ro<strong>of</strong> Bolts which were<br />
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