Papers - Development and Application of Concrete and Steel Roof Support Used on Haulageways, Pump Rooms, and Main Openings in the Anthracite Mines of Pennsylvania (T.P. 1193, with discussion)

- Organization:
- The American Institute of Mining, Metallurgical, and Petroleum Engineers
- Pages:
- 22
- File Size:
- 2436 KB
- Publication Date:
- Jan 1, 1940
Abstract
Research looking toward the reduction of the cost of roof support by substitution of longer-life materials for wooden timber is fully justified by the fact that roof support is an important element of all production costs. Permanent or semipermanent roof support will reduce the expense of timber-maintenance crews during steady operations, but even more markedly during idle periods. The management, therefore, is faced with the important problem of timber renewals, which in times of regular operation are frequently obscured by more urgent problems of production. Increased use of timber in the Anthracite Region of Pennsylvania is caused mainly by increased percentage of coal obtained from robbing areas, which requires more timber for safety than development work, and maintenance of long haulageways through crushed ground despite the fact that less coal is transported over them. The timber reserve in the immediate vicinity of the mines has been depleted to such an extent that it is necessary to secure 70 per cent of the timber requirements from distant sources. Originally, mine timbering in this region was done by largely utilizing round props or legs with round collars. The whole cross section of the tree from which timber was cut was utilized by forming the joints between the legs and the collars with saw and adze, using plank or round saplings for lagging behind the legs and over the collars to prevent material falling between them. The Mine Inspectors' report of 1898 records an important digression from the use of round timber, when two tunnels at the Babylon colliery, near Pittston, Pa., were timbered with 12 by 12-in. square timber sets with mud sills, through quicksand for distances of 425 and 160 ft., respectively. The timbers were lagged with 3-in. plank to control sand. An early step toward the permanent type of roof support was the installation of "brick pillars or perfect arched brick rooms" instead of
Citation
APA:
(1940) Papers - Development and Application of Concrete and Steel Roof Support Used on Haulageways, Pump Rooms, and Main Openings in the Anthracite Mines of Pennsylvania (T.P. 1193, with discussion)MLA: Papers - Development and Application of Concrete and Steel Roof Support Used on Haulageways, Pump Rooms, and Main Openings in the Anthracite Mines of Pennsylvania (T.P. 1193, with discussion). The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1940.