Hydraulic and earth engineering – Earth treatment or control – Rock or earth bolt or anchor
Reexamination Certificate
2001-08-31
2004-01-27
Will, Thomas B. (Department: 3673)
Hydraulic and earth engineering
Earth treatment or control
Rock or earth bolt or anchor
C411S531000
Reexamination Certificate
active
06682268
ABSTRACT:
STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT
Not Applicable
BACKGROUND OF THE INVENTION
In an underground mine, providing and maintaining adequate support for the mine roof is of paramount importance. The majority of serious or fatal accidents occurring in underground mines in the United States over the years have resulted from an inability to control the roof of the mine. While accidents involving major cave-ins of mine roofs have become less prevalent over the years, it is important to note that a fatal accident can occur from the falling of even one large rock from the roof of a mine. Accordingly, mine roof control systems must be completely effective in order to provide safety for personnel working in the mines. The Mine Safety and Health Administration (MSHA) is empowered by the United States government to enforce mine safety standards, including roof support standards, and to provide inspection of mine roof control plans and practices carried out in the mining industry.
As a result of greater emphasis on safety and roof support, serious accidents involving major roof cave-ins have decreased substantially since the 1970s. In order to comply with MSHA standards, underground mines must have a roof control plan in place, and such plan will invariably include provisions for what is known as “primary roof support.” Primary roof support refers to abatement provisions designed to prevent a roof cave-in by effectively sealing the lowest layers of a mine roof to upper strata of rock. The most common and effective means for attaching lower level rock strata to upper layers is to utilize a roof bolt and epoxy resin to seal the various layers of rock strata. Roof bolts vary in length and size but are typically one-half inch or more in diameter and 30 inches to 12 feet long or longer in overall length. To place a roof bolt in a roof ceiling, a motorized roof bolter, such as that manufactured commercially by such companies as Fletcher Mining Equipment Company, is positioned in the front, unprotected face of the mine and features a drilling mechanism to drill several feet up through the mine roof. After a hole is placed in the roof, an epoxy resin in a pliable plastic tube is inserted in the hole. Next, a roof bolt is placed in the hole, and the placing of the roof bolt tears the packaging for the epoxy resin and mixes said resin to the bolt itself and the surrounding rock layers. The epoxy resin typically “sets up” or hardens within a matter of seconds and the bolt and rock layers are thereby sealed to each other.
In most underground mining situations, a roof bolt is placed approximately every four feet in the mine. Accordingly, placement of roof support is a major undertaking and a major source of expense for the mine operator. Despite the cost, roof bolt/epoxy combinations are the most effective and practical means for providing primary roof support, and fully meet the requirements promulgated by MSHA and various state enforcement authorities.
Although methods for providing primary roof support have become increasingly effective over the years, another problem frequently encountered in underground mining is the problem associated with “drawrock.” Drawrock refers to thin layers of shale, one inch to twenty inches thick, which is frequently found in some parts of the United States and around the world immediately adjacent and above seams of coal. In such scenarios, as coal is mined, the immediate roof material may consist of several inches or feet of shale or drawrock.
Shale is typically very hard in the compressed state, and a mine roof characterized by shale usually is a very stable roof when the mine is first opened and the adjoining seam of coal first removed. However, when shale is exposed to the elements, i.e. moisture, the characteristics of the rock begin to change. Over a period of time, wet shale will begin to deteriorate into drawrock, and the layers of rock will separate. As this occurs, the lower, exposed layers will crumble and begin flaking off and dropping. It is quite typical that the inside of an underground mine will be wet, and often a substantial amount of water will be encountered. Accordingly, drawrock can be a major problem in a wet underground mine which is characterized by a shale roof or upper walls. While primary roof control is quite effective in securing various strata of rock together for three to six foot lengths, primary roof support does not address the problem of drawrock.
In the past, various methods have been utilized by mine operators to control drawrock or other loose material in the immediate roof layer. One method is to use wooden members, referred to as “half-headers” to extend laterally across a portion of a mine opening. Half-headers provide a limited amount of support for drawrock, but are not especially useful because the amount of surface area protected by a half-header is relatively small. In addition, half-headers are bulky and extremely difficult to use. Hauling wooden members into a mine site and locating them at areas where lateral support is needed is extremely expensive and difficult.
Another method for controlling loose material in the immediate roof layer is to use a continuous ribbon system, which has been commercialized since at least the 1970s. In essence, this method involves a steel ribbon six or more inches wide held against the roof by means of the roof bolt used for primary support. In theory, the ribbon serves to attach each roof bolt in a particular line and hold any loose material located between the roof bolts. However, this system features a number of significant drawbacks, including the fact that such steel ribbons are extremely difficult and costly to install. Furthermore, since the ribbon is straight, it is only possible to utilize such method between a series of roof bolts if, in fact, the roof bolts are reasonably well aligned in a straight line with respect to each other. To the extent that some roof bolts are not exactly spaced in line with the previous bolt four foot earlier, the ribbon will not fit. Furthermore, the usefulness of this method is compromised when the surface of the mine roof is not uniform. If, as is usually the case, the mine roof is characterized by pits or sudden changes in lateral height, the ribbon may not, in fact, be resting against said roof. As a result, the ribbon is not providing protection against loose drawrock in such areas. In addition, even when installed properly, the ribbon does not provide upward pressure to the drawrock to prevent it from beginning to separate.
Another method occasionally utilized in an underground mine is the use of a screen assembly mounted against the mine roof, such as to restrain and collect drawrock or other material that becomes loose. The screens typically feature a two-inch by two-inch grid, somewhat similar to a chain link fence, and is attached to the mine roof by means of the roof bolts used for primary support and/or other attachment devices and bolts. Screen assemblies are very effective at controlling drawrock, but pose the distinct disadvantage of being very expensive and difficult to install. Essentially, an installation of a screen is analogous to the installation of a permanent steel roof throughout a mineshaft and the expensive nature of that undertaking can easily be the difference between a profitable mine and a mine which the owner cannot afford to operate. Moreover, when such a screen is in place, once enough rock falls on top of the screen, it begins to sag from the weight, creating a new hazard.
SUMMARY OF THE INVENTION
The objective of this invention is to provide an improved method and device for providing secondary roof support in an underground mine such as to reduce the hazards of localized crumbling or deterioration of a mine roof. In order to attain this objective, the present invention generally comprises a slightly concave steel plate, a standard primary roof bolt, and a methodology for arranging said elements to provide secondary mine roof support. By applying an upward pressure on the roof and effectin
Earl, Jr. James
Robertson, Jr. Roy Lee
Earl Products, Inc.
Waters Robert B.
Waters Law Office PLLC
Will Thomas B.
LandOfFree
Method and apparatus for secondary roof support in an... does not yet have a rating. At this time, there are no reviews or comments for this patent.
If you have personal experience with Method and apparatus for secondary roof support in an..., we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Method and apparatus for secondary roof support in an... will most certainly appreciate the feedback.
Profile ID: LFUS-PAI-O-3238448