Extending the Limits of Strata Bolting by the Use of Flexible Strand Rockbolts

- Organization:
- International Conference on Ground Control in Mining
- Pages:
- 9
- File Size:
- 2586 KB
- Publication Date:
- Jan 1, 1997
Abstract
Rockbolting is now used extensively as a method of primary support in UK coalmines. Over the past fifteen years an optimum bolting system has evolved, based on a high grade steel bolt and a very strong stiff resin. Where necessary, cablebolts are used in conjunction with rockbolts as a supplementary means of support. The rockbolting system, as currently used, is based on a maximum bolt length of 2.4 m whilst cablebolts are generally 6 or 8 m long. Based on the UK experience, there are situations where it is necessary to extend the bolted horizon above that normally achieved with a 2.4 m long rockbolt. Until recently the only options available were coupled rockbolts or cablebolts, both of which have inherent problems in terms of installation. Flexible Strand Rockbolts (FSR), in lengths of 4 to 6 m, provide the means of being able to extend the normal bolted horizon Other advantages include increased strength characteristics (tensile and shear), able to be installed in the UK standard hole size (26-28 mm), encapsulation using resin capsules, thus offering immediate support, high bond strength compared to conventional strand, and able to be installed using existing drilling and bolting equipment. The FSR is considered to be a new concept in terms of strata control and one that compliments the rockbolting system currently in use.
Citation
APA:
(1997) Extending the Limits of Strata Bolting by the Use of Flexible Strand RockboltsMLA: Extending the Limits of Strata Bolting by the Use of Flexible Strand Rockbolts. International Conference on Ground Control in Mining, 1997.