ML19312D997
| ML19312D997 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 03/31/1980 |
| From: | FRANKLIN INSTITUTE |
| To: | |
| Shared Package | |
| ML19312D992 | List: |
| References | |
| F-C5159-2, NUDOCS 8006030043 | |
| Download: ML19312D997 (80) | |
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TEST OF CABLE PENETRATION FIRE STOPS FOR PILGRIM I NUCLEAR POWER GENERATING STATION FRC Final Report F-C5159-2 t
prepared for Stone & Webster Engineering Corporation 245 Sumer Street Boston, Massachusetts 02107 as agents for:
Boston Edison Company 800 Boylston Street Boston, Massachusetts 02119 March 1980 sNN
_1 Franklin Research Center A Division of The Franklin Institute The Bengmin Frankkn Parkway, P*ula., Pa. 19103 (215)448 1000 8006030 4 4 7
TEST OF CABLE PENETRATION FIRE STOPS FOR PILGRIM I NUCLEAR POWER GENERATING STATION FRC Final Report F-C5159-2 prepared for Stone & Webster Engineering Corporation 245 Sumer Street Boston, Massachusetts 02107 as agents for:
Boston Edison Company 800 Boylston Street Boston, Massachusetts 02119 March 1980 al Franklin Research Center A Division of The Franklin Institute The Benjernin Frankhn Parkway Phila, Pa. 19103 (215)448-1000
F-C5159-2 CONTENTS Section Title P_ age 1
SUMMARY
OF SALIENT FACTS 1-1 2
IDENTIFICATIONOFTESTSPECEMENS.
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 PREPARATIONS 4-1 4.1 Test Slab Construction 4-1 4.2 Cables and Cable Support Systems.
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 6-2 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 THEF.M0 COUPLE DATA APPENDIX E - FURNACE SER'<0 THERMOCOUPLE DATA e$JU Frtnklin Research Center 111 A Dusson of The F aruun insoeute e
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FIGURES Number Title Page B-1 4 f t by 4 ft Floor Test Furnace B-1 B-2 Fire Stop Test Slab Prior to Test B-2 B-3 Panetration #1 Construction Details and Thermocouple Lolations B-3 B-4 Penetration #2 Construction Details and Thermocouple Locations B-4 B-5 Penetration #3 Construction Details and Thermocouple Locations B-5 B-6 Penetration #4 Construction Details and Thermocouple Locations B-6 B-7 Penetration #5 Construction Details and Thermocouple Locations B-7 B-8 Penetration #6 Construction Details and Thermocouple 4
Locations B-8 B-9 Cable Supports on Cold Side of Test Slab.
B-9 i
B-10 Furnace Temperature vs Time Profile Obtained for Fire Stop Test C5159-2, August 29, 1979.
. B-10 B-11 Test Slab in Raised Position Just After Compiution of IEEE Std 634-1978 Three-Hour Fire Test.
. B-11 1
8-12 IEEE Std 634-1978 Hose Stream Test
. B-12 TABLES Number Title Page C-1 Standard Time-Temperature Curve for Control of Fire Test C-1 C-2 Cable Descriptions for C5159-2 Fire Stop Test, August 29, 1979 C-2 C-3 Tabulation of 7000F Temperature Crossover Points Plus End-of-Test Penetration Temperatures for Fire Stop Test C5159-2, August 29, 1979 C-3 efS413 d$ Franklin Research Center iv A Dhemon of The Franda inattute
F-C5159-2 1.
SUMMARY
OF SALIENT FACTS 4
FRC Project Number: C5159 Test Program Conducted for:
Boston Edison Company 800 Boylston Street Boston, MA 02199 Test Program Conducted and Reported 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:
August 29, 1979 Objective of Test Program To determine the fire resistance of cable penetration fire stops fabricated to simulate existing fire stops in the Pilgrim I Nuclear Power Cenerating Station located in Plymouth, MA, plus proposed modifications to improve performance. This report deals with test results obtained with open-sleeve 7nd metal conduit cable penetrations.
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N F-C5159-2 Test Specimens Six cable 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 plus Illustrations of proposed sodifications to improve firestop performance.
in the penetrations tested are included in Appendix B of this report, Figures B-3 to B-8.
J Elements of Test Program A 4 f t by 4 f t concrete test slab was constructed with a fire rating of at least three hours.
Six penetrations were provided:
four open-sleeve penetrations (open circular holes through the concrete slab) plus two into penetrations consisting of 4-in galvanized steel conduits cast the slab.
l The six cable penetrations were constructed in accordance with drawings supplied by SWEC. Cable supports were provided on the cold side of the i
test slab by a structure of welded 3-in angle iron. Twenty-four thermocouples (TC) were used to monitor temperatures of the various penetrations on the cold side of the slab. Placement of TCa was in accordance with the requirements of IEEE Std 634-1978 (Ref.1).
f After all preparations were completed, the test slab was mounted
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horizontally upon a floor furnace, hot side down, and the test was initiated. The fire test was run in accordance with the requirements of 1
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 three hours.
All thermocouple readings were recorded every 15 seconds throughout the three-hour test. The cold side isf each penetratien was under direct f
observation throughout the test, while the hot side was observed through two small observation windows. Visual observations were made every 5 to 10 minutes.
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i At the end of the three-hour test, a nuclear generating station hose stream test was performed in accordance with IEEE Std 634-1978.
Summary of Test Results All penetrations remained physically intact throughout the fire stop test and each passed the hose stream test.
Two penecrations exceeded the IEEE Std 634-1978 maximum temperature limit of 700 F.
Sleeve 2 (SLV 2) exceeded 700 F 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> and 20 minutes af ter initiation of the test, while SLV 4 passed through this limit 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> and 40 minutas after test initiation. All other penetrations remained below the 700 F maximum temperature limit, thus each passing the IEEE Std 634-1978 fire stop test requirements.
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IDENTIFICATION OF TEST SPECIMENS The test slab was of reinforced concrete construction with dimensions of 4 ft by 4 ft by 9 in thick, and was constructed in accordance with SWEC in-etructions. Figure B-2 is a picture of the test slab just prior to the fire stop test.
The test specimens are defined as the six cable penetration fire stops constructed within the test slab. These penetrations were constructed to represent venetrations presently existing in the BECO Pilgrim I Nuclear Power Generating Station at Plymouth, MA, and modifications to improve fire stop performance. The penetrations were constructed with cables, supplied by BECO, representative of those imployed in the Pilgrim I Nuclear Power Generating Station. The main components used to construct the fire stops within the penetrations were: Kaowool refractory fiber, Instafoam polyurethane foam raterial, Flamemastic refractory coating, and Chencomp shrink-compensating grout. The cable penetrations were marked on the cold side o. the test slab es SLV 1 through SLV 6.
Detailed representations of the six penetrations are presented in Figures B-3 through B-8 of Appendix B.
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- 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 f t " floor test" furnace, pictuted 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 a
" floor" section in a building).
In operation, 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 conditions.
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 to form the temperature servo-control signal. These control TCs were located one foot tway from the hot surface of the test slab, within the area 'f 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 24 chromel-alumel thermocouples placed at various positions on the cold side of the penetrations in accordance with FRC TC drawings of Ref. 3.
Three Minneapolis Honeywell Brown Electronic temperature recorders were used to monitor the cold side temperatures.*
Refer to Appendix A for recorder information.
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Figures B-3 to B-8 illustrate in detail the TC positions.
In general, three TCs were used to monitor temperatures on the cold side of each penetration at the air / fire-stop interface at three locations:
in contact with a cable jacket on the centerline of the penetration.
e in contact with a cable jacket half the radial distance out from the e
centerline of the penetrationI.
e at the penetration / slab interface.
The temperature measurements obtained were used to define the maximum temperatures produced and also to define the temperature gradient existing radially across the penetration.
In addition, on the majority of penetrations, one or more additional TCs were used to monitor temperatures on the surface of the cable bundle, at the fire stop/ cable jacket interface.
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F-C5159-2 4.
TEST PREPARATIONS 4.1 TEST SLAB CONSTRUCTION The test slab was constructed of reinforced concrete, of dimensions 4 f t by 4 ft by 9 in thick. Four 6-in-diameter, "open sleeve" penetraticns (i.e.,
6-in-diameter, smooth holes in the concrete slab, without metallic hardware) and two penetrations with 4-in, galvanized steel conduits cast into the slab 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 28-day concrete strength was a minimum of 4000 2
2 lb/in. Test results indicated a strength of 4250 lbf/in, meeting this requirement.
The fire rating required for the test slab was a minimum of 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br />.
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 cmployed in the test more than met the three-hour 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 Completed Fire Stops (Ref. 5).
4.2 CABLES AND CABLE SUPPORT SYSTEMS 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 tecordance with SWEC instructions to simulate existing penetration configurations in the Pilgrim I Nuclear Plant.
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F-C5159-2 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-9.
Cables were supported at heights of approximately 1 f t and 3 f t 6 in from the cold face. The cable length was 3 ft 6 in beyond the cold face of the slab. On the hot side of the slab the cables extended 12 in into the furnace.
4.3 FIRE STOP CONSTRUCTION Detailed representations of the six fire stops tested are presented in Figures B-3 through B-8 of Appendix B.
A picture of the completed penetration installation is included in Figure B-2.
The fire stop configurations tested consisted of variations of component parts, cables and coatings configured to duplicate existing conditions in the Pilgrim I Nuclear Power Generating Station plus modifications added to improve fire stop performance. Fire stop components utilized were as indicated below:
1)
Instafoam #180: a polyurethane foam material foamed in place within the penetrations to a thickness of 6 in.
2)
Kaowool: a 6-lb/ft3 density ceramic fiber material placed within the penetrations in a 2-in-thick layer.
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 penetrations and cables to a thickness of 1/8 in wet.
This coating covered the 12 in of cables extending out of the hot side of the test slab and to the full length of the cables on the cold side.
Figures B-3 to B-8 of Appendix B present the arrangement of the fire stop components used in each of the six fire stops. Verification of fire stop characteristics was performed via use of FRC QA procedures in Ref. 5.
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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.
After all QA requirements had been met, in accordance with FRC Refs. 4 The and 5, the test slab was placed in position on top of the floor furnace.
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 draf t 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 (Ref.1).
The average of the three servo TC temperatures was recorded over a plot of the Ref. I curve to give a direct visual presentation of furnace temperature variations from the specified profile for the three-hour test.
A detailed log of observable events on both the cold side and the hot side of the test slab was maintained throughout the three-hour fire test.
In the eddition, all test slab temperature measurements were monitored throughout test by personnel in the Control Lab.
After the IEEE Std 634-1978 fire test was completed, the furnace was extinguished, and the still-hot slab was lifted from the furnace with an overhead crane. A view of the test slab in this position can be seen in Figure B-11.
The slab was then placed on its side outside the test building.
the A 1 1/2-in, high-pressure (75 psig, 75 gal / min) water hose was directed at cold side of the slab from a distance of 10 feet, in accordance with the requirements of IEEE Std 634-1978 for the nuclear generating station hose A picture of the hose stream test in progress is shown in Figure stream test.
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F-C5159-2 6.
FIRE STOP TEST RESULTS A summary of test observations and temperature measurements are presented in this section.
6.1 FURNACE PERFORMANCE
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Figure B-10 presents the furnace temperature profile obtained for the test, recorded over the IEEE Std 634-1978 temperature profile. Furnace temperature variations during the three-hour test were within the limits specified in IEEE Std 634-1978.
6.2 HOT SIDE TEST OBSERVATIONS Two small mica windows in the furnace wall permitted observation of the hot side of the test slab. After 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 Small amounts of smoke were observed to seep through'the cable bundles of SLVs 2, 3, 4, and 5 during the three-hour fire test.
At 2 h 35 min after test initiation, a physical penetration failure occured when burning material became visible through SLV 2.
Shortly thereafter, at 2 h 39 min after test initiation, a burn-through occurred in SLV 4.
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F-C5159-2 6.4 THERMOCOUPLE TEMPERATURE MEASUREMENTS 1
Thermocouple temperatures for the cold side of the test slab were seen to climb slowly throughout the test. Four TC temperatures exceeded the 700 F limit during the three-hour test. As the test neared completion, TC 4 of SLV 2 exceeded the 700 F limit at 2 h 20 min after the test initiation, while TC 2
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8 of SLV 4 exceeded the 700 F limit at 2 h 40 min. TC 3 of SLV 2 exceeded 700 F at 2 h 42 min, while TC 9 of SLV 4 exceeded this limit at 2 h 45 min.
Table C-3 presents a tabulation of the 700 F temperature crossover points, plus end-of-test temperatures for the test (temperatures three hours af ter initiation of the IEEE Std 634-1978 fire stop test).
It should be noted that furnace larning was extended one recorder cycle (i.e., three minutes) beyond three hours to ensure that all 24 TC channels were fully represented for the test.
6.5 IEEE Std 634-1978 HOSE STREAM TEST After completion of the three-hour fire test, the test slab was removed from the furnace and the IEEE Std 634-1978 hose stream test was performed outside the building. Elapsed time between the end of the fire test and initiation of the hose stream test was approximately five minutes. There was no observable projection of water through any of the penetrations in the test slab during the hose stream test.
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CONCLUSIONS The results of the test are summarized by the following statements:
Four of the six penetrations tested remained physically intact e
throughout the fire stop test. The two penetrations exhibiting physical failure were: SLV 2, at 2 h 33 min after test initiation, and SLV 4, at 2 h 39 min after test initiation.
Cold side penetration temperatures remained below the 7000F maximum e
temperature as specified by IEEE Std 634-1978 for four of the six penetrations tested.
SLV 2 exceeded the 7000F temperature limit 2 h 20 min af ter test initiation, while SLV 4 exceeded this limit 2 h 40 min after test initiation.
SLV 2 and SLV 4 are the same sleeves that exhibited physical failure.
All penetrations passed the required IEEE Std 634-1978 nuclear power e
generating station hose stream test performed just af ter the fire test.
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CERTIFICATION OF TEST RESULTS The undersigned certify that this report is a true account of the test conducted and the results obtained.
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be Jamej Munson Project Engineer Approved:
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M.M. Reddi, Vice President S.P. Carfagn Maajger Engineering Performance alineation l
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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 Departmene 85 John Street, New r
York, N.Y. 10038.
3.
FRC QA Document C5159-2-2, Thermocouple Location and Designation Drawings for Cable Penetration Fire Stop Test, FRC Project C5159, Rev. O, 8/8/79.
4.
FRC QA Document C5159-2-3, Materials Inspection and Documentation Requirements for Cable Penetration Fire Stop Test, FRC Project C5159, Auguac 1979, Rev. O, 8/8/79.
5.
FRC QA Documenc C5159-2-4, Inspection Procedure for Completed Fire Stop Test Slab and Completed Fire Stops, FRC Project C5159, August 1979, Rev.
O, 8/8/79.
6.
FRC QA Document C5159-2-5, 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-E3. Firo Stop Construction Details, Test Slab #2, j
Boston Edison Co., Pilgrim Unit No. 1, 7/30/79.
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DATA ACQUISITION SYSTEM APPENDIX A I
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DATA ACQUISITION SYSTEM INSTRUMENTATION K20-2-305 "special limits" AND FURNACE 20 gage insulated TC wiret chromel alumel C0ffrROL THERMOCOUPLES Claud S. Cordon Company Instrument Society of America (ISA) error limits:
(0 to 5300F) + 20F; (530 to 23000f) + 3/8% of reading
Reference:
ISA Recommended Practice RPI3 TEMPERATURE Minneapolis Honeywell Brown RECOPDERS Electronic Temperature Recorders Error Limits: + 1/4% over full range Recorder Designation Model No.
Parameter Measured Zone 1 152pl3ps.196-III-13 Circular Chart Furnace Control Temperature Frame 4 Y153X(67)-P16-II-III-(26)-A8M4 Individual Coiarol TC Temperatures Frame 11 Y153X(67)-P12-II-III-(101)-A8 Cold Side TC Temperatures Frame 12 Y153X(67)-P12-II-II!-(101)-A8 Cold Side TC Temperatures Frame 13 Y153X(67)-P12-II-III-(101)'-A8 Cold Side TC Temperatures 1
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~,.=u,_.d Sleeve No. 1 NOTES:
- 1. Cable fill is 40% by area, even mix of:
16 cables of TX 2-2: 6 PR Indiv. Shield, 600-V, Copper Constantan PVC insulation and jacket; and 23 cables of Z6-5: 3 PR, Overall Shield, Copper Conductor, PE Insulation and PVC jacket.
- 2. Flamemastic between cable shall be 1" thickness-wet, other surfaces 1/8" thickness-wet. Only the outer surface of cables to be coated.
REF: SWEC 13201-SK-E3 Figure B-3.
Penetration #1 Construction Details and Thermocouple Locations 1
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Sleeve No. 2 NOTES:
- 1. Cable fill is 40% by area, even mix of:
8 cables of C12:
12/C, #12 AWG, 600-V, Kerite FR Insulation, FR Jacket; and 10 cables of 912-27: 9/C, #12 AWG, 600-V, Kerite FR Insulation, FR Jacket.
- 2. T/C 25 located at cable-firestop interface on outside of cable bundle 900 clockwise from TC 15, viewed from cold side of slab.
- 3. There was no TC 24 in the test.
REF: SkTC 13201-SK-E3 Figure B-4.
Penetration #2 Construction Details and Thermocouple Locations As B-4
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Sleeve No. 3 NOTES:
- 1. Cable fill is 40% by area, even mix of:
4 cables of C12:
12/C, #12 AWG, 600-V, Kerite FR Insulation, FR Jacket; and 4 cables of 912-27: 9/C, #12 AWG, 600V, Kerite FR Insulation, FR Jacket.
REF:
SWEC 13201-SK-E3 Figure B-5.
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Sleeve No. 4 NOTES:
- 1. Cable fill is 40% by area, even mix of:
8 cables of C12:
12/C, #12 AWG, 600-V, Kerite FR Insulation, FR Jacket; and 10 cables of 912-27: 9/C, #12 AWG, 600-V, Kerite FR Insulation, FR Jacket.
REF: SWEC 13201-SK-E3 Figure B-6.
Penetration #4 Construction Details and Thermocouple Locations 4h T ;c Franklin Research Center B-6 A Dmsa of The F>anaden menture
Cab 103 to b3 tcpad on cold sids F-C5159-2 cndo and suppsetsd at l' end 3' levels.
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Cables
. b1-#
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Flanc=astic Sleeve ::o. 5 NOTES:
- 1. Cable fill is 40% by area, even mix of:
5 cables of C12:
12/C, #12 AWG, 600-V, Kerite FR Insulation, FR Jacket; and 7 cables of 912-27: 9/C, #12 AWG, 600-V, Kerite FR Insulation, FR Jacket.
2.
Kaowool is packed to a depth of 2"; all voids between cables are j
to be filled.
3.
Flamemastic Coating is 1" wet.
i 4.
TC 23 located at cable center - firestop interface on outside of cable bundle, 450 clockwise from TC 18, viewed from cold side of slab.
REF: SWEC 13201-SK-E3 Figure B-7.
Penetration #5 Construction Details and Thermocouple Locations IM 3~7
.rJ Franklin Research Center maa es N r.
n %.
-~r4
- Cables to be taped on cold side 3
ends and supported at l' and 3' levels o
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Cabico JL Sleeve No. 6 NOTES:
- 1. Cable fill is 40% by area, even mix of:
4 cables of C12:
12/C, #12 AWG, 600-V, Kerite FR Instslation, FR Jacket; and 4 cables of 912-27: 9/C, #12 AWG, 600-V, Kerite FR Insulation, FR Jacket.
REF: SWEC 13201-SK-E3 Figure B-8.
Penetration #6 Construction Details and Thermocouple Locations 4h
.i Franklin Research Center a w or N rre.aw.
B-8
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Cable Supports on Cold Side of Test Slab B-9 nklin Research Center
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Furnace Temperature vs. Time Profile Obtained for Fire Stop Test C5159-2, August 29, 1979 4
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Test Slab in Raised Position Just After Completion of IEEE Std 634 - 1978 Three Hour Fire Test i
B-11 NO kENd'u".
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IEEE Std 634-1978 Hose Stream Test B-12 4
a%an r, rch Center nklin Resea
.m.
i TABLES APPENDIX C l
I 4
l Franklin Research Center A Division of The Franklin Institute The Benjarrun Franklin Parkway, Phda., Pa. 19103 (215)448 1000
F-C5159-2 Table C-1.
Standard Time-Temperature Curve for Control of Fire Test.
from Appendix IEEE 634 - 1978 m :- -.
Time Temperature Area Aho,e Ga* F Daae Temperature Ar : Al ow 20 f: a4.e.
- d. ann)
(* F)
(* F-miso
(*F h)
(*C)
( T inin) i*c hj 0 00 6 46 00 0
20 04 0
0 05 1 000 2 3JO
. 39 534 L 200 22 0 10 1300 7710 129 704 s 300 72 0 la 1 309 14 150 230 760 7 460 131 0 25 1 510 28 050 IG8 821 1 530 20 0 0 30 1 553 36360 5M0 843 19 65s
- 12te 0 35 1 5.44 428GO 714 862 23410 3'e?
0 40 1 613 50 610 942 878 238160 te w o.45 1 ti38 58 300 071 892 32 390 5to 0 50 1 r.4 I G6200 1 103 908 36 ISO 6Us 6 56 1 C8I 74 220 1 237 916 41 230 6157 1.00 1 700 82 330 1372 927 45 740 762 1 05 1 714 30540 1509 937 50 300 4 ;d 1.10 1 736 08 830 1 647 946 51310 915 1 15 1 750 107 200 1 737 064 59 560 993 1 20 1 765 115 C50 1 02S 963 G 1250 t ott 1 25 1779 124 180 2 070 971 63 990 t ISO 1.30 1 732 132 760 2 213 978 73 760 t 221 1 35 1 h04 141 420 2 T57 984 78 560 1 309 1.10 151 b 160 120 2502 991 33 100 133u i 15 1826 158 490 2348 996 68 280 1471 50 1 ts3h 167 700 2 795 1 001 93170 1 553 1 55 I h43 176 550 2 942 1 006 9H080 1635 2 00 1 850 186 440 3 091 1 010 103 020 t 717 2 10 1 elG2 203 330 3 389 1 017 112 960 I on2 2 20 1 h7G 221 330 3 689 I 024 122 960 t ulo 2 lo 1 atBM 239 470 3991 1 031 13:e 040 2':17 2 s.
1900 257 720 4 295 1 038 113 180 23%
2 50 1 '81 2 276 110 4102 1 046 153 't90 2 55';
3 00 1 925 234 G10 4910 1 062 163 Cie 1 723 3 10 193h 313 250 5221 1 089
. T4 030 29 1's 3 20 19f 0 332 000 5 533 1 066 I44 450 3 is74 3 to 1 9:12 350 890 5 948 1 072 121 340
.1 211 2 10 1975 369HUO 6166 1 079 2ua 500
.11!4 1 50 1 988 389 030 8,84 1 086 2It.136 3 C03 1 00 2 000 408 2'40 6 HOG 1093 226 420 37ve t to 2 012 427 0*J O 7 128 1100 2;;7 Skn 3 96ts t 20 2 025 447 180
" 853 1 107 2.th 620 41 to 4 30 2 038 466 810 7 780 1 114 259 *4t2 L 022 1 to 2 050 4dA560 8 110 1121 270 31o
- 4r0, 4 50 2 062 506 450 8441 1 128 201 280 16'3 5 00 2075 526 450 3 774 1 135 0.92 170 t h ~4 5 to 2 088 546 580 9110 1 142
".03 C60
' '#1:
0 20 2 100 566 840 0 147 1 149 314' 10 4 2to a 33 2 112 587 220 9 787 1 166 321; 140 5 a;17 5 to 2 125 607 730 10 129 1 163 337 030
- r. r.27 5 50 2 138 628 3G0 10 473 1170 313030
- Sill 4 's0 1150 d49120 10 C19 1177 260'i4'0 4 Ol's
'i 10 2 162 670 000 11 107 1 184 372 2:0 6 20 t 6 20 2 175 601 010 11517 1191 3H3 '800 4 334
- J J 2188 712 140 11 f.49 1 138 305 il tt; G 53 t ve
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,-n =,==
g$Ub[rcnklin Research Center
.k a on.an es m nmen inau, C_1
F-C5159-2 Table C-2.
Cable Descriptions for C5159-2 Fire Stop Test, August 29, 1979 Outside Diameter Cable Code Description 0.84 in 912-27 9/C, #12 American Wire Gage (AWG), STR 3/64", FR Insulation, FR Jacket, Kerite - 600-V rating O.67 in TX2-2 6 pair, individual shields, solid copper' constantan, PVC insulation, twisted, overall PVC jacket - 600-V rating 0.56 in 26-5 6/C, 3 pairs, overall shield, tinned copper shield, PVC Jacket - 600-V rating 0.96 in C12 12/C, #12 AWG, STR 3/64", FR Insulation, FR Jacket, Kerite - 600-V Rating l
C-2
.#A UUb0 Franklin Research Center a w or n. rr.,ma w
F-C5159-2 Table C-3.
Tabulation of 7000 F Temperature Crossover Points Plus End-of-Test Penetration Temperatures for Fire Stop Test C5159-2, August 29, 1979 Sleeve Time at No.
TC No.
7009 F Crossover Temp at end of 3-h Test 585 i
1 2
570 300 14 22 230 2
3 2 hr - 42 min 830 4
2 hr - 20 min 1160 15 480 642 3
5 600 6
7 528 370 16 4
8 2 hr - 40 min 780 9
2 hr - 45 min 760 17 490 (500 max) 460 5
10 450 11 332 18 452 19 380 6
12 360 13 20 310 340 21 335 23 25 360 l
nklin Research Center A Daamon of The Frannan innem C-3
l l
TEST SLAB THERMOCOUPLE DATA APPENDIX D Test C5159-2, May 31, 1979 Thennocouple Data in Ascending Order Sleeve Numbers Marked on Each Individual Record a
. Franklin Research Center A Division of The Franklin Institute The Benjaan Frankin Parkway, Phila.. Pa. 19103 (215)448-1000
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