|
BMS
HC 68 Box 64B Friars Hill, W.V. 24938 (304) 497-4311 omc01207@mail.wvnet.edu |
Some Thoughts on Using Rappel Racks as Belay Devices
(Presented to the Vertical & Rescue Sections, NSS 2000 Convention)
by Carroll Bassett, NSS #34462
     Over the period of the last year we have been investigating the use of closed frame racks as belay devices for technical rope rescue. Since open frame racks can permanently deform under loads as low as 1000 lbs. we chose not to test this concept on them and believe that there may be a significant safety risk in using this form of rack for belays. Further work needs to be done in this area.
     The original idea came from the realization that if a rack is rigged upside down a load would tend to squeeze the bars together generating friction in proportion to the load applied. This "self compensating" action was recognized during the development of our personal escape decent control devices, the Nano and Pico-Racks.
     Our initial tests proved that the concept worked extremely well in that a dropped 600 lb. load could be successfully arrested with acceptable slippage of rope through the device (see fig. 1).We used one of our Nano-Racks for the first tests which, because its bars do not open, had to be rigged by passing the end of the rope through the rack to be rigged in our new "belay configuration". It was found that the device fed rope easily and and did not need to be attended to catch the load (passes the "whistle test")
BMS Nano-Rack in
Belay Configuration
Figure 1
     Encouraged by these results and wishing to eliminate the need to feed an end of a rope through the rack we experimented with rigging 4 bars of one of our Rescue-Racks (see fig. 2). By adding a fourth bar to the configuration we introduced much too much friction to the system which did not allow for the necessary rope slippage to dissipate some of the energy generated in the drop. In our extensive test program this is the only failure we have witnessed. Using four bars in this "belay configuration" does not work and is extremely dangerous!

     Returning to the initial tests, rigging 3 bars, we obtained, through a generous loan from Loui Clem, a high speed (1,000 samples / sec.) digital force measuring system, enabling us to accurately measure the forces acting on our anchor point (see fig. 3).
Figure 3
     With the installation of the load cells and some minor structural changes to our drop tower, we were able to add to our previous rope length of 72 inches another 24 inches of rope, 96 inches, bringing it a little closer to the standard of 3 meters (118.1 inches) suggested by Arnor Larson of the British Columbia Council of Technical Rescue (BCCTR) in his Aug. 2, 1990 paper, "Rescue Systems Testing". This test also calls for the maximum force transmitted through the system to the anchor point to be no greater than 15 kN (3,375 lbf.) We again used our 600 lb drop weight on all the 1/2 (12.5 mm) inch rope tests and constructed an additional 300 lb weight for the tests involving 7/16" (11 mm) rope . These loads and ropes correspond to NFPA specified one ("P") and two ("G") person use. The BCCTR calls for a 200 kg (440 lbs.) load for two person loads as well as a maximum rope slippage of 1 meter (39.3 in.) As in our previous tests the drop weight was raised a distance of 36 inches and released. Our test is some what more demanding of a belay device in that our fall factor (ratio of drop distance to rope length) is .375 as opposed to .333 for the BCCTR test and our drop weight is 160 lbs. heavier.
     As you will see , most of these tests were carried out in the "Whistle Test" mode which leaves the rope usually held in a belayers hand unattended when the load is released. The "Belayed" test involved holding the rope in one gloved hand when the load was released. Each test was carried out in a series of three drops after which the rope was changed. The rope was not advanced during these three drops to see the effect of repeated "drops" on the same area of rope. With the exception of the 4 bar test, rope damage was minimal involving some glazing and minor sheath damage. We also employed an initial "half drop" to take out the slack in the bowline knot attaching the rope to the drop weight. This eliminates the shock absorbing effect of the knot and gives more of a worst case scenario to the test. We also did not employ a LRH (load releasing hitch) which also would have lowered peak anchor forces as it functions as a shock absorber. Special thanks to Kristin Pilotte for her invaluable help in compiling this data and to Steve Hudson of PMI for supplying the rope used in these tests.
|
ALL TESTS FALL FACTOR .375 (3 ft. drop on 8 ft. rope)
"WHISTLE TEST" MODE Using a BMS NANO-RACK | ||
| DROP # | ROPE SLIP | MAX. ANCHOR FORCE |
| | | |
| | | |
|
| | |
| Using a BMS RESCUE-RACK | ||
|
| | |
|
| | |
|
| | |
| Using a BMS MICRO-RACK | ||
| | ||
|
| | |
|
| | |
|
WHISTLE TEST" MODE USING 7/16" PMI EZ BEND WITH 300 LB. DROP WEIGHT Using a BMS NANO-RACK | ||
|
| | |
|
| | |
|
| | |
| Using a BMS MICRO-RACK | ||
|
| | |
|
| | |
|
| | |
|
"WHISTLE TEST" MODE USING 7/16 PMI IMPACT WITH 300 LB. DROP WEIGHT Using a BMS NANO-RACK | ||
| DROP # | ROPE SLIP | MAX. ANCHOR FORCE |
|
| | |
|
| | |
|
| | |
|
BELAYED MODE USING 1/2" PMI EZ BEND WITH 600 LB. DROP WEIGHT Using a BMS NANO- RACK | ||
|
| | |
|
| | |
|
| | |
![]() Figure 4 |
|
Carroll C. Bassett BMS, HC68 Box 64B, Friars Hill, WV, 24938 304-497-4311 www.bmsrescue.com omc01207@mail.wvnet.edu |
Products | Papers | Contact | Links
|
BMS
HC 68 Box 64B Friars Hill, W.V. 24938 (304) 497-4311 omc01207@mail.wvnet.edu |