ML19312E001
| ML19312E001 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 04/30/1980 |
| From: | FRANKLIN INSTITUTE |
| To: | |
| Shared Package | |
| ML19312D992 | List: |
| References | |
| F-C5159-3, NUDOCS 8006030047 | |
| Download: ML19312E001 (80) | |
Text
{{#Wiki_filter:__ _ _ __ l TEST OF CABLE PENETRATION FIRE STOPS FOR PILGRIM I NUCLEAR POWER GENERATING STATION IFRCFinalReport F-C5159-3 Prepared for Stone & Webster Engineering Corporation 245 Sumer Street Boston, Massachusetts 02107 i As Agents for: Boston Edison Company 800 Boylston Street Boston, Massachusetts 02119 April 1980 x
- 00. Franklin Research Center A Division of The Franklin Institute The Ber9 amin Frankan Parkway. F%Ia., Pa. 19103(215)448 1000 80060300Q9
I TEST OF CABLE PENETRATION FIRE STOPS FOR PILGRIM I NUCLEAR POWER GENERATING STATION 1 FRC Final Report F-C5159-3 l I l Prepared for l Stone & Webster Engineering Corporation 245 Summer Street Boston, Massachusetts 02107 As Agents for: Boston Edison Company 800 Boylstc* Street ' Boston, Massachu'.'tts 02119 l l April 1980 A 1 l 00. Franklin Research Center l A Division of The Franklin Institute The Benjamin Fmnklin Parkway. Phila. Pa. 19103(215)448 1000 l l
F-C5159-3 CONTENTS Section Title Pm 1 SUltfARY OF SALIENT FACTS . . . . . . . . . . . . 1-1 2 IDENTIFICATION OF TEST SPECIMENS. . . . . . . . . . 2-1 3 DESCRIPTION OF TEST FACILITY . . . . . . . . . . . 3-1 3.1 Test Furnace. . . . . . . . . . . . . . 3-1 3.2 Furnace Control. . . . . . . . . . . . . . 3-1 3.3 Data Acquisition System . . . . . . . . . . . 3-1 4 TEST PREPARACONS . . . . . . . . . . . . . . 4-1 4.1 Test Slab Construction . . . . . . . . . . . 4-1 4.2 Cables and Cable Support System . . . . . . . . 4-1 4.3 Fire Stop Construction . . . . . . . . . . . 4-2 5 FIRE STOP TEST DESCRIPTION . . . . . . . . . . . 5-1 6 FIRE STOP TEST RESULTS . . . . . . . . . . . . . 6-1 6.1 Furnace Performance . . . . . . . . . . . . 6-1 6.2 Hot Side Test Observations . . . . . . . . . . 6-1 6.3 Cold Side Test Observations. . . . . . . . . . 6-1 6.4 Thermocouple Temperature Measurements . . . . . . 6-1 6.5 IEEE Std 634-1978 Hose Stream Test . . . . . . . 6-2 7 CONCLUSIONS . . . . . . . . . . . . . . . . 7-1 8 CERTIFICATION OF TEST RESULTS. . . . . . . . . . . 8-1 9 . REFERENCES . . . . . . . . . . . . . . . . 9-1 APPENDIX A - DATA ACQUISITION SYSTEM APPENDIX B - ILLUSTRATIONS APPENDIX C - TABLES APPENDIX D - TEST SLAB THERMOCOUPLE DATA APPENDIX E - FURNACE SERVO THERMOCOUPLE DATA l Wah l Udu Fay.iSn Research Center l co w en Fr - m - iii
F-C5159-3 FIGURES Number Title Page B-1 4 ft by 4 ft Floor Test Furnace . . . . . . . . . B-1 B-2 Fire Stop Test Slab Prior to Test . . . . . . . . . B-2 B-3 Tray Penetration #1 Construe' tion Details and Thermocouple Locations. . . . . . . . . . . . B-3 B-4 Tray Penetration #2 Construction Details and Thermocouple Locations. . . . . . . . . . . . B-4 B-5 Tray Supports on Cold Side of Test Slab . . . . . . . B-5 B-6 Furnace Temperature vs. Time Profile Obtained for Fire Stop Test C5159-3. September 7,1979 . . . . . . . B-6 B-7 Test Slab in Raised Position Just After Completion of IEEE Std 634-1978 3-Hour Fire Test . . . . . . . . B-7 B-8 Hose Stream Test of Test Slab C5159-3, September 7,1979 . . . B-8 TABLES Number Page C-1 Standard Time-Temperature Curve for Control of Fire Test . . . . . . . . . . . . . . . . C-1 C-2 Cable Descriptions for C5159-3 Fire Stop Test, September 7,1979 . . . . . . . . . . . . . C-2 l C-3 Tabulation of 7000F Temperature Crossover Points Plus End-of Test-Penetration Temperatures for Fire Stop Test C5159-3, September 7,1979 . . . . . . . C-3 YM UuO) Franklin Research Centu c won ee rh. Fr.,.n in.neue. iv
F-C5159-3
- 1.
SUMMARY
OF SALIENT FACTS FRC Project Number: C5159 Test Program Conducted for: Boston Edison Company 800 Boylston Street Boston, MA 02199 Test Program Conducted sud Reported by: Franklin Research Center The Parkway at Twentieth Street Philadelphia, PA 19103 Subcontractor for Fire Stop Test: Construction Technology Laboratories Div. of Portland Cement Association 5420 Old Orchard Avenue Skokie, IL 60076 Date of Test: September 7,1979 Objective of Test Program To determine the fire resistance of cable tray penetration fire stops fabricated to simulate existing fire stops in the Pilgrim I Nuclear Power Generating Station located in Plymouth, MA. f k% lubbNnklin Research Center A w ern.r w i - m. 1_1
F-C5159-3 Test Specimens Two tray penetration fire stops were tested within a single concrete test slab. Test slab dimensions were 4 ft by 4 ft by 9 in thick. Specifications for the slab and penetrations were prepared by Stone & Webster Engineering Corporation (SWEC) in accordance with information supplied by Boston Edison Company (BECO) to represent typical penetrations existing within the Pilgrim I Nuclear Power Generating Station. Illustrations of the penetrations tested are included in the body of the report, in Figures B-3 and B-4. Elements of Test Program A 4 ft by 4 ft concrete test slab was constructed with a fire rating of at least 3 hours. Two cable tray penetrations were constructed within the test slab in accordance with information supplied by SWEC. Cable supports were provided on the cold side of the test slab by a structure of welded 3-in angle iron. A total of 33 thermocouples (TCs) were used to monitor temperatures of the penetrations on the cold side of the slab. Placement of TCs was in accordance with the requirements of IEEE Std 634-1978 (Re f. 1) . Af ter all preparations were completed, the test slab was mounted horizontally upon the floor furnace, hot side down, and the test was initiated. The fire stop test was run in accordance with the requirements of IEEE Std 634-1978. The temperature-vs-time profile as required by IEEE Std 634-1978 was produced in the furnace for a period of 3 hours. All thermo-couple readings were recorded every 15 s throughout the 3 h test. The cold side of each penetration was under direct observation throughout the test, while the hot side was observed through two small observation windows. Visual observations were made every 5 to 10 min. 6 W Mu Franidin Research Center 1-2 ao aerm r,.a.einnu.
F-C5159-3 At the end of the 3-h fire stop test, a nuclear generating station hose stream test was performed it; accordance with IEEE Std 634-1978. Summary of Test Results Tray Penetration #2 exhibited temperatures in excess of 700 F, the maximum temperature limit specified in IEEE Std 634-1978, at I h 40 min after test initiation, and physical burn-through at I h 47 min after test ini-tiation. Tray Penetration #1 exhibited no physical burn-through or excessive temperature s. i 1 l l
)
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F-C5159-3
- 2. IDENTIFICATION OF TEST SPECIMENS The test slab was of reinforced concrete construction with dimensions of 4 f t by 4 f t by 9 in thick, and was constructed in accordance with SWEC in-structions. Figure B-2 is a picture of the test slab just prior to the fire stop test.
The test specimens are defined as the two tray penetration fire stops constructed within the test slab. These penetrations were constructed to represent penetrations presently existing in the BECO Pilgrim I Nuclear Power Generating Station at Plymouth, MA. The penetrations were constructed with cables, supplied by BECO, representative of those employed in the Pilgrim I Nuclear Power Generating Station plus modifications to improve fire stop per formance. The main components used to construct the fire stops within the penetrations were: Kaowool refractory fiber, Instafoam polyurethane foam material, Flamemastic refractory coating, and Chencomp shrink-compensating grout. The cable penetrations were marked on the cold side of the test slab as Tray 1 and Trav 2. Detailed representations of the tray penetrations are presented in Figures B-3 and B-4 of Appendix B. I 1 i i l W.k dU Franklin Research Center a cm a n. rr.naa m. ,,,1
F-C5159-3
- 3. DESCRIPTION OF TEST FACILITY 3.1 TEST FURNACE The fire stop test was performed at the Fire Test Laboratory of Portland Cement Association, in Skokie, Illinois. The 4 f t by 4 ft " floor test" furnace, pictured in Figure B-1, was used for the fire stop test. This gas-fired furnace produces a " standard" fire, as defined by IEEE Std 634-1978, (Ref.1), beneath a horizontal concrete test slab (the test slab simulating c
" floor" section in a building). In operacion, the test slab itself forms the upper surface of the furnace test volume, with an area 32 in by 32 in being exposed to the fire test condicions.
3.2 FURNACE CONTROL Three thermocouples (TC) were used to control the fire intensity to produce the required time-vs-temperature profile of Ref.1. A tabulation of this required temperature profile is presented in Table C-1 of Appendix C. The output signals from the three control TCs were averaged together to form the temperature servo-control signal. These control TCs were located 1 ft evay from the hot surface of the test elab, within the area of the furnace proper, in conformity with requirements of IEEE Std 634-1978. Each control TC signal was recorded on a Minneapolis Honeywell Brown Electronic temperature recorder, and the averaged servo-control signal was recorded on a Minneapolis Honeywell Brown circular chart temperature recorder. 3.3 DATA ACQUISITION SYSTEM Temperatures produced during the fire stop test were monitored by a total of 33 chromel-alumel thermocouples placed at various positions on the cold side of the penetrations in accordance with FRC TC drawings of Ref. 3. Fig-ures B-3 and B-4 illustrate in detail the TC positions. The temperature measurements obtained were used to define the maximum cold side penetration temperatures produced and also, to define the temperature gradient existing across the penetrations. Os "M Franklin Research Center 3_t a c on or n r, w.
F-c5159-3 n
- Three Minneapolis Honeywell Brown Electronic temperature -recorders were.
i
- used to monitor the cold side temperatures. Recorder information is presented in Appendix A.
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- 1;du Franklin Research Center A Dnam of N Frmen m 3-2 . ..- _. __ -. _ _ _ - , . . . . ~ - -
F-C5159-3
- 4. TEST PREPARATIONS 4.1 TEST SLAB CONSTRUCTION The test slab was constructed of reinforced concrete, of dimensions 4 ft by 4 ft by 9 in thick. Two cable tray penetrations were constructed in accordance with SWEC instructions. Natural curing plus drying with artificial heat ensured that correct concrete strength existed prior to penetration construction.
Samples of concrete were taken and later tested to ascertain that the 2 28-day concrete strength was a minimum of 4000 lb/in . Test results in-dicated a strength of 5025 psi, thus meeting this requirement. The fire rating r2 quired for the test slab was a minimum of 3 hours. Because the fire rating of a concrete wall is a direct function of wall thickness, as related in the American Insurance Association Fire Resistance Ratings of Ref. 2, it was readily established that the 9-in slab thickness employed in the test more than met the 3-h fire rating requirement. Verification of test slab characteristics was carried out via use of the FRC Quality Assurance (QA) procedures: Materials Inspection and Documentation Requirements for Cable Penetration Fire Stop Test, (Ref. 4) and Inspection Procedure for Completed Fire Stop Test Slab and Cable Penetration Fire Stops ( Re f.5 ) . 4.2 CABLES AND CABLE SUPPORT SYSTEM A tabulation of test cables used in the penetrations is presented in Table C-2. These cables were provided by BECO and were installed in accor-dance with SWEC instructions to simulate existing penetration configurations in the Pilgrim I Nuclear Plant. 4M Wl:U Franklin Research Center 4-1 A Demon of The Franhan inantwe l l
F-C5159-3 The cables were supported by a welded structure of 3-in angle iron bolted to the cold side of the slab, as shown in Figure B-5. The tray and cables extended 3 ft 6 in beyond the cold side of the test slab. On the hot side of the slab the tray and cables extended 12 in into the furnace. 4.3 FIRE STOP CONSTRUCTION Detailed representations of the six fire stops tested are presented in Figures BA and B-4 of Appendix B. A picture of the completed tray penetration installation is included in Figure B-2. Fcur basic components were utilized in construction of the fire stops:
- 1) Kaowool: a 6-lb/ft3 density ceramic fiber material placed within the penetrations in a 2-in-thick layec.
- 2) Instafoam #180: a polyurethane foam material foamed-in-place within the penetrations to a thickness of 6 in.
. 3) Chencomp Grout: a shrinkage-compensating grout hardened within the penetrations with a thickness of 1 in.
- 4) Flamemastic 77: a water-soluble refractory coating sprayed on the penetration and cables. This coating covered the 12 in of cables extending through the hot side of the test slab and extended to the full length of the cables on the cold side.
] Figures B-3 and B-4 of Appendix B show the arrangement of fire stop components used in the two tray penetrations. Verification of fire stop characteristics was performed via use of FRC QA procedures in Re f. 5. l l l l gh l
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. .._ _ Center 4-2
F-C5159-3
- 5. FIRE STOP TEST DESCRIPTION The FRC Test Procedure for Cable Penetration Fire Stop Test (Ref. 6) was the control document for activities carried out during the fire stop test.
The test itself can be summarized as follows. Af ter all QA requirements had been met, in accordance with FRC Refs. 4 cod 5, the test slab was placed in position on top of the floor furnace. The test slab in position just prior to test initiation is shown in Figure B-2. Thermocouple leads were then connected to the thermocouples mounted on the penetrations, and the furnace was ignited. The time of furnace ignition was recorded. Within the Control Lab, the furnace operators adjusted furnace draft as required to obtain optimum burning conditions. The furnace servo-controller started tracking the required temperature profile, defined beforehand by the curve of IEEE Std 634-1978 (Re f.1). The average of the three servo TC temperatures was recorded over a plot of the Ref.1 curve to give a direct visual presentation of furnace temperature variations from the specified profile for the 3-h test. A detailed log of observable events on both the cold side and the hot side of the test slab was maintained throughout the 3-h fire stop test. In tddition all test slab temperature measurements were monitored throughout the test by test personnel in the Control Lab. After the IEEE Std 634-1978 fire test was completed, the furnace was extinquished, and the still-hot slab was lif ted from the furnace with an overhead crane. A view of the test slab in this position can be seen in l Figure B-7. The slab was then placed on its side outside the test building. 1 ( A 1-1/2-in, high pressure (75 psig, 75 gal / min) water hose was directed at the cold side of the slab from a distance of 10 f t, in accordance with the l requirements of IEEE Std 634-1978 for the nuclear generating station hose stream test. A picture of the hose stream test is shown in Figure B-8. l l l l Oh d Franidin Research Center 5-l
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F-C5159-3
- 6. FIRE STOP TEST RESULTS A summary of test observations and instrumentation results are presented below.
6.1 FURNACE PERFORMANCE Figure B-6 presents the furnace temperature profile obtained for the test, recorded over the IEEE Std 634-1978 temperature profile. Furnace temperature variations during the 3-h fire stop test were within IEEE Std 634-1978 requirements. 6.2 HOT SIDE TEST OBSERVATIONS Two small mica windows in the furnace wall permitted observation of the hot side of the test slab. Af ter approximately 40 min of burning, surfaces of penetration components and cables exposed to the flames began to exhibit a uniform, dull orange glow. This condition remained constant throughout the
- remainder of the test.
6.3 COLD SIDE TEST OBSERVATIONS Minimal activity was observed on the cold side of the slab throughout the test. At I h and 10 min af ter test initiation a small amount of smoke was seen to seep through Tray Penetration #2. At I h and 47 min after test ini-tiation, Tray Penetration #2 was observed to burn through to the cold side. By the end of the test, portions of the central area of the bottom and top of Tray Penetration #2 were seen to be buckled inward approximately a maximum of 3/8 to 1/2 in due to the intense heat. Tray Penetration #1 appeared to be l totally unaffected. 6.4 THERMOCOUPLE TEMPERATURE MEASUREMENTS Cold side thermocouple temperatures for the two tray penetrations were observed to climb slowly throughout the 3-h fire stop test. At I h 40 min efter test initiation TC.16 of tray penetration #2 exceeded the 700 F tem-perature limit of IEEE Std 634-1978. Shortly thereaf ter, at I h 53 min, TC 14 W Rese MOT
~. $nklin w arch Center 6-1
F-C5159-3 exceeded the 700 F limit, followed by TC 13 at I h 55 min, TC 20 at 2 h 10 min, TC 15 at 2 h 12 min, TC 17 at 2 h 48 min, TC 12 at 2 h 48 min, and TC 11 at 2 h 57 min, all from Tray Penetration #2. No cold side TC temperatures for Tray Penetration il exceeded the 700 F limitations imposed by IEEE Std 634-1978. Table C-3 presents a tabulation of the 700 F temperature crossover points, plus end-of-test temperatures for the test (temperatures 3-h after initiation of the IEEE Std 634-1978 fire stop test). It should be noted that furnace burning was extended one recorder cycle (i.e., 3 min) beyond 3 h to ensure that all TC channels were fully represented for the test. 6.5 IEEE Std 634-1978 HOSE STREAM TEST Af ter completion of the 3-h fire test the test slab was removed from the furnace and the IEEE Std 634-1978 hose stream test was performed outside the build ing. Elapsed time between the end of the fire test and initiation of the hose strea2n test was approximately 5 min. There was no observable projection of water through the penetrations in the test slab during the hose stream test. i l l l aMf21, dd Franklin Research Center 6_2 a o, e n. rreau.
F-C5159-3
- 7. CONCLUSIONS The results of the test can be summarized by the following:
o Tray Penetration #1 remained physically intact throughout the fire stop test. Tray Penetration #2 failed physically 1 h and 47 min af ter test initiation. - o Both penetrations passed the required IEEE Std 634-1978 nuclear power plant hose stream test performed just af ter the fire test. o Cold side temperatures for Tray Penetration #1 remained below the 7000F temperature limit specified by IEEE Std 634-1978. Tray Penetration #2 cold side TC temperatures exceeded the 7000F limit at the times noted below: TC 16 at I h, 40 min TC 14 at I h, 53 min TC 13 at I h, 55 min TC 20 at 2 h,10 min TC 15 at 2 h, 12 min TC 17 at 2 h, 40 min TC 12 at 2 h, 48 min TC 11 at 2 h, 57 min dh L.'h Frankhn Research Center A Dmun d TN Fmeau kmmu 7-1 l
F-C5159-3
- 8. CERTIFICATION OF TEST RESULTS 1he undersigned certify that this report is a true account of the test conducted and the results obtained.
4 J $ s Munson Project Engineer Approved: i
<- un-M.M. Reddi, Vice President fM no .
Engineering S.P. Carfagno, panagfr Performance Qudlific'ation I l l l l-
._ranklin_Res,e_ arch,_ Center
F-C5159-3
- 9. REFERENCES
- 1. ANSI /IEEE Std 634-1978, IEEE Standard Cable Penetration Fire Stop Qualification Test. The Institute of Electrical and Electronics Engineers , Inc, . 343 East 47 Street, New York, N.Y. 10017.
- 2. American Insurance Association, . Fire Resistance Ratings, December 1964.
American Insurance Association, successor to the National Board of Fire Underwriters, Engineering and Safety Department, 85 John Street, New York, N.Y. 10038.
- 3. FRC QA Document C5159-3-2, Thermocouple Location and Designation Drawings for Cebte Penetration Fire Stop Test, August 1979, Rev., 8/8/79.
- 4. FRC QA Document C5159-3-3, Materials Inspection and Documentation Requirements for Cable Penetration Fire Stop Test, FRC Proj ect C5159, August 1979, Rev. O, 8/8/79.
- 5. FRC QA Document C5159-3-4, Inspection Procedure for Completed Fire Stop Test Slab and Completed Fire Stop, FRC Proj ect C5159, August 1979, Rev. O, 8/8/79.
- 6. FRC QA Document C5159-3-5, Cable Penetration Fire Stop Test Procedure, August 1979, Rev. O, 8/8/79.
- 7. SWEC Drawing 13201-SK-Ei, Penetration Seals Test Slab Layout, 4/2/79.
- 8. SWEC Drawing 13201-SK-E4. Fire Stop Construction Details. Test slab #3.
Boston Edison Co. Pilgrim Unit No 1. i i l i l l i I I 1 anidin Research Center
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F-C5189-3 I DATA ACQUISITION SvST8 APPENDIX A l l l l i l l
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.00. Franklin Research Center A Division of The Franklin institute The Bengnun Franidn Parkwey, Ptuta.. Pa. 19103(215)448 1000
F-C5159-3 DATA ACQUISITION SYSTEM INSTRUMENTATION K20-2-305 "special limits" AND FURNACE 20 gage insulated TC wire, chromel alumel CONIROL THERMOCOUPLES Claud S. Gordon Company Instrument Society of America (ISA) error limits: (0 to 5300F) 1 20F; (530 to 23000F) 13/8% of reading
Reference:
ISA Recommended Practice RPI3 TEMPERATURE Minneapolis Honeywell Brown RECORDERS Electronic Temperature Recorders Error Limits: 11/4% over full range Recorde r Parameter Measured Designation Model No.
- Zone 1 152pl3ps.196-III-13 Circular Chart Furnace Control Tempe rature Frame 4 Y153X ( 67)-P16 -II-III-( 26)-ASM4 Individual Control TC Temperatures Frame 11 Y153X(67)-P12-II-III-( 101)-A8 Cold Side TC Temperatures Frame 12 Y153X(67)-P12-II-III-(101)-A8 Cold Side TC Temperatures Frame 13 Y153X (67)-P12-II-III-( 101)-A8 Cold Side TC Temperatures l
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t l i F-C5159-3 l i ILLUSTRATIONS l I APPENDIX B l l l \ 1 l i ! -i A
. Franklin Research Center A Division of The Franklin Institute The Benprmn Frankan Parkway, Phita., Pa. 19103 (215)448 1000
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F-C5159-3 1" coating of 1/8" coating of Flamemastic 77 Flamemantic ova Cable fill: 17 cables of C12 ovsr grout wiresintray3[ 22 cables of 912-27 back. NOTES: j l' 'il j 1. On the cold side of the penetration a 1" thick coat-ing of Flamemastic 77 applied over 1" grout layer, b as shown. l p;;h 2. TCs. 2, 3, 4, & 6 are wired to cable jackets in At 4 'l 117 1A~ positions shown at level of the 1" Flamemastic-to-3' brout --e
~ '
l ia cable interface. y "#: ~~ ~ ' p g'l 3. TC 9 is mounted 3" above TC 4 on the same cable, f r temp gradient information. y Cold Side.'h , itt 4" V 4. TC s 1, 5, 7, & 10 are wired to cable jackets, and cable-plus-TCs are wired to adjacent tray metal 8 y [ through two adjacent holes drilled into tray metal for mounting purposes, i.e., TC is firmly sand-
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Instafoam J.d wiched between metal and cable. This is done at
,, . ,'__ y ,_
level of the 1"-Flamemastic-to-cable interface. a Kaowool 5. TC 8 is mounted to the inside of tray top with ( - l wire thru two mounting holes.
; (" 6. All cables to be coated 1/8" wet all the way back to the cold end of tne tray (3').
- 7. The sides, bottom, and top of the tray itself are k 'y
~gN to be coated 5" from the face of the slab,1/8" wet.
g % {
- 8. There was no TC#27 included in the test.
Hot Side N 9. TCs 26, 28, 29 and 30 are wired to the surface of rout the dry coating of Flamemastic 77 applied to the o ' outer surface of the tray. II 10.TCs -31, 32, 33, and 34 were mounted at the level Tray between the two cable layers at' positions indicated L
, / geadder - in the drawing.
j__ l %&a_ / h Tray Tray Tray Top Bottom End view of tray thru l test slab. 1 gu _
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Grout L .
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.96" to inner u
i TC locations . o , g. { p. l Tray Bottom S h ' O
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-, sg REF: SWEC 13201-SK-E4 S'e c tion A- A: View from cold side Figure 3-3. Tray Penetration #1 Construction Details and Thermocouple Locations; B-3
F-C5159-3 Cable fill: 17 cables of C12
- 22 cables of 912-27
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/b '
NOTES:
/
4 1. On the hot side of the penetration a 1" thick coating of Flamemastic 77 applied over the 1" grout layer, as shown. All cables to be coated 1/8" wet on the 2. hot side, as shown.
'(g .(Sj 3. The sides, bottom, and top of the tray Cold Sida Q ~ ~
p itself are to be coated 5" from the face of the slab on the hot side. C - C 4 .- TCs 12,13,14 and 16 are wired to cables Kaowool w inside cable bundles in positions shown, K- D,. . M, ,#, n at level of grout-to-air-interf ace. Instafoam g (" AJ /
*si i 5. TC 19 is mounted in the same manner, however 3" above TC 4 for temperature gradient information.
)' a
- 6. TCs 11,15,17 and 20 are wired to outer-
/ _
most cable surfaces, and cable-plus-TC
) ee
- b are wired to adjacent cable metal through Hot Side ~ ~ /" f
<r o - two adjacent holes drilled into the tray 5
d metal for mounting purposes, i.e., TC is S sandwiched between metal and cable, at Grout 2 (
'" ~ /" l s' I Ka w 1/ air interface.
JL .' .3/_ 7. TC 18 is mounted to inside of tray top 1" Coating--*k,,. a .,,,
.1 gg with wire through two mounting holes.
of Flame- } 8. TCs 21, 22, 23, 24, and 25 are located en l mastic 77 1, 1/8" coat- outside of tray at grout-to-tray interface. over Grout p t
~ing of Each TC is wired to outside of tray through
/ Flamemastic two adjacent mounting holes added for this Tray 77 over purpose.
Top cables 9. TC 22 is modnted with wire through two mount-ing holes on the top cover at the level of t the surface of the cold side of the slab. End view of tray
- 10. TC 25 is mounted in the above manner at the c rner t e tray, at tne same level through test slab
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X 7 ,, Initiation of Fire Stop Test ' '
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f Figure B-6. Furnace Temperature vs. Time Profile Obtained for Fire 5 top Test C5159-3, September 1979 dh
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F-C5189-3 l l i TABLES APPENDIX C i i l i l l l l l 4 l 0 Franklin Research Center I A Division of The Franklin Institute The Beryarmn FrankAn Parkwey, PNia., Pa. 19103 (215)448-1000
F-C5159-3 Table C-1. Standard Time-Temperature Curve for Control of Fire Test from Appendix IEEE 634.1978 Time Temperature Area Above 68* F Base Temperature Area Above 20' C Base (h: min) (*F) (* F-min) (* F h) (* C) (* C-min) (* C-h) 0:00 68 00 0 20 00 0 0:05 1 000 2 330 39 538 1 290 22 0:10 1 300 7 740 - 129 704 4 300 72 0:15 1 399 14 150 236 760 7 800 131 0:25 1 510 28 050 468 821 15 590 260 0:30 1 550 35 360 589 843 19 650 328 0:35 1 584 42 860 714 862 23 810 597 0:40 1 613 50510 842 878 28 060 468 0:45 1 638 58 300 971 892 32 390 540 0:50 1 661 66 200 1 103 905 36730 613 0:55 1681 74 220 1 237 916 41 230 687 1:00 1 700 82 330 1 372 927 46 740 762 1:05 1 718 90540 1 509 937 50 300 838 1:10 1 735 98 830 1 647 946 54 910 915 1:15 1 750 107 200 1 787 955 59 560 993 1:20 1 765 115 650 1 928 963 64 250 1 071 1:25 1 779 124 180 2 070 971 68 990 1 150 1:30 1 792 132 760 2 213 978 73 760 1 229 1:35 1804 141 420 2 357 985 78 560 1 309 1:40 1 815 150 120 2 502 991 83 400 1 390 1:45 1 826 158 890 2 648 996 88 280 1 471 1:50 1 835 167 700 2 795 1 001 93 170 1 553 1:55 1 843 176 550 2 942 1 006 98 080 1 635 2:00 1 850 185 440 3 091 1 010 103 020 1 717 2:10 1 862 203 330 3 389 1 017 112 960 1 882 2:20 1875 221 330 3 689 1 024 122 960 2 049 2:30 1 888 239 470 3 991 1 031 133 040 2 217 2:40 1 900 257 720 4 295 1 038 143 180 2 386 2:50 1 912 276 110 4 602 1 045 153 390 2 556 3:00 1 925 294 610 4 910 1 052 163 670 2 728 3:10 1 938 313 250 5221 1 059 174 030 2 900 3:20 1 950 332 000 5 533 1 066 184 450 3 074 3:30 1 262 350 890 5848 1 072 194 940 3 249 3:40 1 975 369 890 61C0 1 079 205 500 3 425 3:50 1 988 389 030 6 484 1 086 216 130 3 602 4:00 2 000 408 280 6 805 1 093 226 820 3 780
- 4
- 10 2 012 427 670 7 128 . I 100 237 590 3 960 4:20 2 025 447 ISO 7 453 1 107 248 430 4 140 4:30 2 038 466 810 7 780 1 114 259 340 4 322 l 4:40 2 050 486 560 8 110 1 121 270 310 4 505 4:50 2 062 508 450 8 441 1 128 281 360 4 689 5:00 2 075 526 450 8 774 1 135 292 470 4 874 5:10 2 088 546 580 9 110 1 142 303 660 5 061 5:20 2 100 566 840 9 447 1 149 314 910 5 248 5:30 2 112 587 220 9 787 1 156 326 240 5 437 5:40 2 125 607 730 10 129 1 163 337 630 5627 5:50 2 138 628 360 10 473 1 170 349 090 6818 6:00 2 150 649 120 10 819 1 177 360 620 6 010 6:10 2 162 670 000 11 167 1 184 372 230 6 204 6:20 2 175 691 010 11 547 1 191 383 900 6 398 6:30 2 188 712 140 11 869 1 198 395 640 6 594 l
d Franklin Research Center C-1 j n tv-m e m r= wen womm. ' i.
r-F-C5159-3 Table C-2. Cable Descriptions for C5159-3 Fire Stop Test,
. September 7,1979 Cabic Code Description Outside
- Diameter 912-27 9/C, #12 American Wire Gage (AWG), STR 3/64" FR 0.84 in Insulation, FR Jacket, Kerite - 600 volt rating C12 12/C, #12 AWG, STR 3/64", FR Insultion, 0.96" FR Jacket, Kerite - 600 volt rating 4
A C-2 UU' U dranklin Research Center A >= mon of m rese in.eem.
F-C515 ' -3 Table C-3. Tabulation of 7000 F Temperature Crossover Points Plus End-of-Test Penetration "emperatures for Fire Stop Test C5159 ,, Septembec 7,1979 Time at Tray No. TC No. 7000 F Crossover 3-h Temp , OF 1 1 - 190 2 - 380 3 - 420 4 - 350 5 - 320 6 - 330 7 - 260 8 - 195 9 - 280 10 - 350 26 - 231 28 - 271 29 - 185 30 - 280 31 - 438 32 - 429 l 33 - 385 l 34 - 374 l 2 11 2 hr - 57 min 710 12 2 hr - 48 min 820 l 13 1 hr - 55 min 1032 (Max 1056) 14 1 hr - 53 min 942 15 2 hr - 12 min 886 16 1 hr - 40 min 1010 17 2 hr - 40 min 818 18 - 512 19 - 640 20 2 hr - 10 min 910 21 - 290 22 - 268 23 - 314 24 - 327 25 - 300 o There was no TC number 27 in the fire stop test. b C-3 .000 a omFranklin a % rr.n.Resear.ch
- m. Center
-- ~ - _. _ _____ ._. __1 1 T E..
F-C5159-3 TEST SLAB THERM 0 COUPLE DATA I APPENDIX D h l l Test C5159-3, September 7,1979 TC 1 to 26 and TC 28 to 34 Data in Ascending Order i l Note: There was no TC number 27 in the fire stop test. l 1 Al
. 0. Franklin Research Center A Division of The Franklin Institute l The %n Frenidin Parkvey, PMs., Pa. 19103 (215)448 1000 i
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