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Latest revision as of 06:31, 16 March 2020
| ML19312D995 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 01/31/1980 |
| From: | FRANKLIN INSTITUTE |
| To: | |
| Shared Package | |
| ML19312D992 | List: |
| References | |
| F-C5159-1, NUDOCS 8006030040 | |
| Download: ML19312D995 (80) | |
Text
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O i
l TEST OF CABLE PENETRATION FIRE STOPS FOR
- PILGRIM I NUCLEAR POWER GENERATING STATION FRC REPORT IF-C5159-1 prepared for Stone & Webster Engineering Corporation 245 Sumer Street Boston, Massachusetts 02107 As Agents for:
Boston Edison Company 800 Boylston Street Boston, Massachusetts 02199 January 1980 al
. A AFranklin Research Center Division of The Franklin Institute The Benjarrin Frankhn Parkway, PNia., Pa. 19103 (215) 448-I000 Boo 603 % c
TEST OF CABLE PENETRATION FIPE STOPS FOR l
< PILGRIM I NUCLEAR POWER GENERATING STATION l
l FRC REPORT F-C5159-1 l
t prepared for Stone & Webster Engineering Corporation 245 Summer Street Boston, Massachusetts 02107 As Agents for:
Boston Edison Company 800 Boylston Street Boston, Massachusetts 02199 January 1980 al
____ Franklin Research Center A Division of The Franklin Institute The Benjarrun Franklin Parkway. Phila., Pa. 19103 (215)448 1000
F-C5159-1 CONTENTS Section Title P3
. . . . . . . 1-1 1
SUMMARY
OF SALIENT FACTS . . . .
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. . . . 2-1 2 IDENTIFICATION OF TEST SPECIMENS. . . . .
. . . . 3-1 3 DESCRIPTION OF TEST FACILITY . . . . . .
3.1 Test Furnace. . . . . . . . . . . . . 3-1
. 3-1 3.2 Furnace Control. . . . . . . . . . . .
. 3-1 3.3 Data Acquisition System . . . . . . . . .
. . . . . . 4-1 4 TEST PREPARATION . . . . . . .
. 4-1 4.1 Test Slab Construction . . . . . . . . .
4.2 Cables and Cable Support System . . . . . . . 4-1 Fire Stop construction . 4-2 4.3 . . . . . . . . .
. . . . . . 5-1 5 FIRE STOP TEST DESCRIPTION . . . .
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. . . . . 6-1 6 FIRE STOP TEST RESULTS . . . . . . .
. 6-1 6.1 Furnace Performances . . . . . . . . . .
. 6-1 6.2 Hot Side Test Observations . . . . . . . .
. 6-1 6.3 Cold Side Test Observations. . . . . . . .
6.4 Thermocouple Temperature Measurements . . . . . 6-2
. . . 6-2 6.5 IEEE Std 634-1978 Hose Stream Test . . .
. . . . . . . . . 7-1 7 CONCLUSIONS . . . . . .
. . . . . . . 8-1 8 CERTIFICATION OF TEST RESULTS. . .
. . . . . . . . . . 9-1 l 9 REFERENCES . . . . .
i APPENDIX A - DATA ACQUISITION SYSTEM APPENDIX B - ILLUSTRATIONS APPENDIX C - TABLES APPENDIX D - TEST SLAB THERMOCOUPLE DATA APPENDIX E - FURNACE SERVO THERMOCOUPLE DATA l
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FIGURES
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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 Penetration #1 Construction Details and Thermocouple Locations . . . . . . . . . . . . . . . . B-3 l B-4 Penetration #2 Construction Details and Thermocouple Locations . . . . . . . . . . . . . . . . B-4 l B-5 Penetration #3 Construction Details and Thermocouple l Locations . . . . . . . . . . . . . . . . B-5 l B-6 Penetration #4 Construction Details and Thermocouple Locations . . . . . . . . . . . . . . . . B-6 i
B-7 Penetration #5 Construction Details and Thermocouple Locations . . . . . . . . . . . . . . . . B-7 B-8 Penetration #6 Construction Details and Thermocouple Locations . . . . . . . . . . . . . . . . B-8 l B-9 Cable Supports Mounted to Test Slab. . . . . . . . B-9 B-10 Furnace Temperature vs. Time Profile Obtained for Fire l Stop Test C5159-1, May 31, 1979 . . . . . . . . . B-10 B-ll Test Slab in Raised Position Just After Completion l of IEEE Std 634-1978 Three-Hour Fire Test . . . . . B-ll i
B-12 IEEE Std 634-1978 Hose Stream Test Examination l of Test Slab C5159, May 31, 1979 . . . . . . . . B-12 i
i TABLES Number Page C-1 Standard Time-Temperature Curve for Control of Fire Test . . . . . . . . . . . . . . . . . C-1 C-2 Cable Descriptions for C5159-1 Fire Stop Test, May 31, 1979. . . . . . . . . . . . . . . . C-2 C-3 Tabulation of 7000F Temperature Crossover Points Plus End of Test Penetration Temperatures for ;
Fire Stop Test C5159-1, May 31, 1979 . . . . . . . . C-3 i i I
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SUMMARY
OF SALIENT FACTS FRC Project Number: C5159 Test Program Conducted for:
Boston Edison Company 800 Boylston Street Boston, MA 02199 Test Program Conducted and 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:
May 31, 1979 4
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 Generating Station located in Plymouth, MA. This report deals with test results obtained with open-sleeve and metal conduit cable penetrations, sJL Franklin Resear 1_1
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Test Specimens i 1
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 Ge.... .ating !
Station. Illustrations of the penetrations tested are included in the i l
body of the report, in Figures B-3 to B-8. ;
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I Elements of Test Program A 4 f t by 4 f t concrete test slab was constructed with a fire rating of l at least three hours. Six penetrations were provided in total: four open-sleeve penetrations (open circular holes through the concrete slab) ]
plus two penetrations consisting of 4-in galvanized steel conduits cast l l
into 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 test slab by a structure of welded 3-in angle iron. Twenty-nine thermocouples (TC) were used to monitor temperatures of the various penetrations on the cold side of the slab. Placement of TCs was in accordance with the requirements of IEEE Std 634-1978 (Ref. 1).
After all preparations were completed, the test slab was mounted horizontally upon the floor furnace, hot side down, and the test was initiated. The fire 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 three hours.
All thermocouple readings were recorded every 15 seconds throughout the three-hour test. The cold side of each penetration was under direct observation throughout the test, while the hot side was obse ved through two small observation windows. Visual observations were made every 5 to 10 minutes.
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F-C5159-1 At the end of the three-hour test, a nuclear generating station hose stream test was performed in accordance with IEEE Std 634-1978. J l
Sununary of Test Results All penetrations remained physically intact throughout the fire stop test and each passed the hose stream test. One penetration exceeded the IEEE Std 634-1978 maximum temperature limit of 700 F 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> and 45 minutes after initiation of the test. All other penetrations remained below the 700 F maximum temperature limit, thus passing the IEEE Std 634-1978 fire stop test requirements.
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- 2. 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-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 six cable penetration fire stops j constructed within the test slab. These penetrations were constructed to I represent penetrations presently existing in the BECO Pilgrim I Nuclear Power l Cenerating '3tation at Plymouth, MA. The penetrations were constructed with cables, supplied by BECO, representative of those employed in the Pilgrim I Nuclear Power Cenerating Station. The main components used to construct the l fire stops within the penetrations were: Kaowool refractory fiber, Instafoam I polyurethane foam material, Flamemastic refractory coating, and Chescomp ahrink-compensating grout. The cable penetrations were marked on the cold side of the test slab as SLV 1 (sleeve 1) through SLV 6. Detailed representations of the six penetrations are presented in Figures B-3 through l B-8 of Appendix B.
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- 3. DESCRIPTION OF TEST FACILITY !
l 3.1 TEST FURNACE The fire stop test was performed at the Fire Test Laboratory of Portland C: ment Association, in Skokie, Illinois. The 4 ft 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 a
" floor" section in a huilding). 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 together to form the temperature servo-control signal. These control TCs were located one foot away from the hot surface of the test slab, 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 l
Temperatures produced during tha fire stop test were monitored by a total of 29 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 Horeywell Brown Electronic temperature recorders were used to
! nonitor the cold side temperatures.
Figures B-3 to B-8 illustrate in detail the TC positions. In general, I
three TCs were used to monitor temperatures on the cold side of each j l
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F-C5159-1 penetration at the air / fire-stop 'nterface at three locations:
e 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 centerline of the penetration.
e at the penetration / slab interface.
i The temperature measurements obt'ained 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 temperature gradients along the axis of the penetration.
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- 4. TEST PREPARATIONS 4.1 TEST SLAB CONSTRUCTION The test slab was co; structed of reinforced concrete, of dimensions 4 f t by 4 ft by 9 in thick. Four 6-in-diameter "open sleeve" penetrations (i.e.,
6-in-diameter , 's circular holes in concrete 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 ptnetration construction.
Samples of concrete were taken and later tested to ascertsin that the 2
28-day concrete strength was a minimum of 4000 lb/in . Test results indicated a strength of 4393 psi, 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 fur.ction 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 three-hour fire rating requirement.
Verification of test slab characteristics was carried out via use of the FRC Quality Assurance (QA) procedures: Inspection and Documentation Requirements for Materials Used in Cable Penetration Fire Stop Test, (Ref. 4) and Inspection Procedure for Completed Fire Stop Test Slab and for Completed Cable Penetration Fire Stops (Ref.5).
l 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 recordaace with SWEC instructions to simulate existing penetration f configurations ia the Pilgrim I Nuclear Plant.
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F-C5159-1 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 ft and 3 ft 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, except in one area where some (12 out of 38) of the cables were shortened to 11-1/2 in to 11-3/4 in to avoid interference with control thermocouple elements.
4.3 FIRE STOP CONSTPUCTION 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.
i Three basic types of penetration were constructed and tested:
- 1) One penetration utilized a single cable within a 4-in galvanized steel conduit cast into the concrete slab.
, 2) One penetration utilized 3% cable loading through a 6-in open sleeve. (Cable loading is defined as the ratio of cable 4 crossectional area to total penetration area, represented as a
! percentage.)
- 3) One penetration utilizing 40% cable loading through a 6-in, open sleeve.
Three additional penetration configurations were also tested. Each additional penetration was essentially a mirror-image of one of the above.
The reversed configurations were tested because of the requirement of IEEE Std 634-1978, that non-symmetrical penetrations must also be tested in a reversed orientation and both configurations must pass the fire test in order for the i
l penetration to gain qualification. Therefore, a total of six penetrations were. included in the test stab.
Four basic components were utilized in construction of the fire stops:
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- 1) Kaowool: a 6-lb/ft3 density ceramic fiber material placed within l the penetrations in a 2-in-thick layer.
- 2) Instafoam #180: a polyurethanc foam material foamed-in place within the penetrations to a thickness of 6 in.
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- 3) Chemcomp 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 to a thickness of 1/8 in dry. 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 to B-8 of Appendix B show the arrangement of 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. A variation of foam density from the range specified in Ref. 5 was observed during the fire stop construction. The expected foam density range was initially stated as 1.6 to 1.9 lb/ft . In practice this is very difficult to obtain in penetrations according to the manufacturer, values up to 2.4 or 2.5 lb/ft 3being more typical in penetration work. A foam density of 2.23 lb/ft was obtained with this installation. The manufacturer indicated that the heat transfer characteristics are essentially the same throughout the density range of approximately 1.5 to 3.0 lb/ft .
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- 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 and 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 (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 aresentation 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 addition 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 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-ll. The slab was then placed on its side outside the test building.
, A 1-1/2 in high-pressure (75 psig, 75 gal / min) water hose was directed at the l 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 stream test. A picture of the hose stream test is shown in Figure B-12.
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- 6. FIRE STOP TEST RESULTS l
A summary of test observations and instrumentation results are presented below.
6.1 FURNACE PERFORMANCE Figure B-10 presents the furnace temperature profile obtained for the test, recorded over the IEEE Std 634-1978 temperature profile. Furnace temperatura variations during the three hour test were within IEEE Std 634-1978 requirements.
6.2 HOT SIDE TEST OBSERVATIONS Two small mica windows in the furnace wall permitted observat on of the hot side of the test slab. Af ter approximately 40 min of burning, a. rfaces 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 to exist on the cold side of the slab throughout the test. A small amount of smoke was seen to seep slowly through the Kaowool in SLV 6; also, a small amount of smoke was seen to slowly migrate through the cable bundle of SLV 5, emerging through the top of the bundle at the 3 ft 6 in level.
At the completion of the test, observation of the cold sides of the cable penetrations indicated that none of the cable penetration fire stops had failed physically (i.e., burned through to the cold side) during the three-hour fire test. This fact was verified by the results of the hose stream test performed just af ter the fire test.
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F-C5159-1 6.4 THERMOCOUPLE TEMPERATURE MEASUREMENTS Thermocouple temperatures for the cold side of the test slab were seen to I
climb slowly throughout the test; however, only two TC temperatures exceeded the 700 F limit during the three hour test. As the test neared completion, TC 17, in the center of SLV 5, exceeded the 700 F limit at 2 h and 45 min after the test initiation, while the neighboring TC 18, located at the half radius point of SLV 5, exceeded the 700 F limit at 2 h and 58 min.
During removal of the test slab, at the end of the test, the existence of glowing material within penetration SLV 5 avidenced the existence of the higher temperatures measured by TC 17 and 18, located within this penetration.
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 not 2d that furnace burning was extended one recorder cycle (i.e., 3 minutes) beyond 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> to insure that all 29 TC channels were fully represented for the test.
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6.5 IEEE Std 634-1978 HOSE STREAM TEST Af ter completion of the three-hour fire test the test slab was removed l
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 appro 4mately 5 minutes. There was no observable projection of water through any of the penetrations in the test .
slab during the bose stream test.
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- 7. CONCLUSIONS The results of the test can be sunmaarized by the following:
- All penetrations remained physigally intact throughout the fire test.
e All penetrations passed the required IEEE Std 634-1978 nuclear power plant hose stream test performed just af ter the fire test, o Cold side penetration temperatures remained below the 700 F maximum temperature as specified by IEEE Std 634-1978 for all penetrations except one. The one exception, SLV 5, included two TC readings above the 7000F limit. TC 17, located in the center of SLV 5 exceeded 7000F at 2 h and 45 min after test initiation. TC 18, located at the half radius point on the same penetration, exceeded 7000F at 2 h and 58 min after test initiation.
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- 8. CERTIFICATION OF TEST RESULTS The undersigned certify that thrs report is a true account of the test conducted and the results obtained.
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I eM M.M. Reddi, Vice President '
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,- 9. REFERENCES t
A. ANSI /IEEE Std 634-1978, IEEE Standard Crble Penetration Fire Stop Qualification rest. The Institute of Electrical and Electronics Engineers, Inc, . 343 East 47 Street, New York, N.Y. 10017.
- 2. Ameri'can Insurance Association, Fire Resistance Ratings, December 1964.
American Insurance Association, successor to the Nation-i Board of Fire Underwriters, Engineering and Safety Department, 85 Jann Street, New York, N.Y. 10038.
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- 3. FRC QA Document C5159-8, Thermocouple Location ant. Designation Drawings 1 for Cable Penetration Fire Stop Test, May 1979, Rev. 1, 6/13/79.
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- 4. FRC QA Document C5159-5, Inspection and Documentation Requirements for Materials Used in the Cable Penetration Fire Stop Test, FRC Project C5159, May 1979, Rev. O, 5/11/79.
- 5. FRC QA Docament C5159-9, Inspection Procedure for Completed Fire Stop Test Slab and for Completed Cable Penetration Fire Stops for Cable Penetratic.n Fire Stop Test, FRC Project C5159, May 1979, Rev. 1, 5/29/79.
- 6. FRC QA Document C5159-7, Test Procedure for Cable Penetration Fire Stop Test, May 1979, Rev. 1, 5/29/79.
- 7. SWEC Drawing 13201-SK-El, Penetration Seals Test Slab Layout, 4/2/79.
- 8. SWEC Drawing 13201-SK-E2. Details, Test Slab #1, Penetration Fire Stop Test, 4/23/79.
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DATA ACQUISITION SYSTEt1 APPENDIX A l
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, DATA ACQUISITION SYSTEM i INSTRUMENTATION K20-2-305 "special limits" AND FURNACE 20 gage insulated TC wire, chromel alumel CONTROL THERMOCOUPLES Claud S. Gordon Company Instrument Society of America (ISA) error limits:
(0 to 5300F) 1 20F; (530 to 2300 F) 13/8% of reading
Reference:
ISA Recommended Practice RPI3 TEMPERATURE Minneapolis Honeywell Brown RECORDERS Electronic Temperature Recorders Error Limits: 1 1/4% over full range Recorder Parameter Measured Designation Model No.
Zone 1 132r13ps.196-III-13 Circular Chart Furnace Control Temperature Frame 4 Y153X(67)-P16-II-III-(26)-A8M4 Individual Control TC Temperatures Frame 11 Y153X(67)-P12-II-III-(101)-A8 Cold Side TC Temperatures Frame 12 7153X(67)-P12-II-III-(101)-A8 Cold Side TC Temperatures Frame 13 Y153X(67)-P12-II-III-(101)-A8 Cold Side TC Temperatures i
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ILLUSTRATIONS APPENDIX B l
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. .:: ~ h . 2% h Figure B-1. 4 Ft by 4 Ft Floor Test Furnace 3-1 dh w..; FranMin Researen Center
=c - . v ,, a. .
. _ . __ . _ , , . _ . . ~ . _ _ _ _ . , _ . _ . . . . _ _ . . . - _ ,
F-C5159
$ -1 .
$N. _ _~ ? '
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a -... . )
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154 '2 5 'f]
itu
,gqz rp%
Figure B-2. Fire Stop Test Slab Prior to Test B-2 d-h-
.... gigs,eggnter
SLV-1 F-C5159 A 3% ccblo Fill Pcnctracioa C 4 4-
~
Do not cut wire. Loop wi
/ 1/ back. Seal odd wire with loop.
l I
., . Generalized renderis of supports at l' a;
/- at 3'.
l l l 12" Total cable cross sectic al area = 3% of total sleeve area.
C4' /
[ <
UOTE: T/C position showr 3" ,., as circled T/C number, Cold Side
[ Y (i
g /
hi typical
. ,N .' ' . [ l" Grout'
~
Slab - -
T/C Placement # #
1.-On jacket of center cabIe ', 6" Instafoan 2 EA. Z6-5 y g .In-2 at firestop-cabic interface.,
- ~
2.-On jacket of cabic 1/2 radius' Sec Table C-2 of sleeve from cert ter, at f ,, . - -
firestop-cable interfacc. ,
2 mM 3.-On Jacket of Hot Cide cable at edge '['g '
'l*
of penetration, at firc-stop-cable interface.
[ ?
,.," Sleeve ope W in 4.-On Jacket of center cabic, N 5k * *'* '**' * *
- 3" up from coldside planc, I j
for temp. gradient info. ; ;
- ~.
' 12"' i i
i
'i
/
\'\ . %
Tuo 1/8" wet (1/16" dry) coatings
! } ! of Flamastic 77 covering REF.: SWEC DRW 13201-SK-E2 I j l penetration and l' out t and of enkl.s on hot sic o f slab .
1 a'
, , ,t !
t I t
TOIAL THICKNESS DR'! = 1/
~_ a j 6" Figure B-3. Penetntion fl Construction Details and Thcrr.ocouple Locations B-3 '
4
) Franklin Research Center A DM6;on of The Franklin Institutg
F-C5159 SLV-2 c9g . .
A 40% cable fill i Penetration '
~ l
, Do not cut wires. L all wires back.
,A a i),
l,'
i y .a s Generalized Renderi I ,
- of support at l' an I -
.. 3'6"
.3 '. r."-
- l ll e
12" i U Total cable cross
. , . sect. area = 40% of g "
l sleeve area i: ,
n insulation at outside o
--h 1.S ht -
/ bundic where insul. meets Ii y ColdSide.[ [-
t:
j grout.
f NS ,'1" Grout 0=T/C Location ~
F t' ' ' ' '
' Cable Mix
- gi T/C Placement t 6" Instafoam 23 E .'
5.-On jacket of cable at center of cable bundic, at firestop-i *See Table C-i cable interfacc. -
m .-- . ! . .! '
2" Kaowool 6.-On jacket of cable wittiin_. .
g
~
cable bundle 1/2 sleeve radius g]
away from penetration center, t i l
at 'firestop-cable interf ace. h~ l l
- i' ->
2" ; i. 6" sleeve opening in co 7.-On jacket of outer conductor, j ; ,: ; 2" crete slab.
at firestop-cable interface at ) ,' ,
sleeve edge.
ll l' Cables bundled and cent 3
' jf cd. Two 1/8" wet (1/lG
{
dry) coatings of Flame-mastic 77 sprayed from 12" outside of bundle, cove ing penetration plus 2" l
cdge and l' out to end y ' I I cables on Hot side. Us Tie bundles, them coat entire ' L- 6... ,, J airless sprayer. Soak
l out-ide with Flamemastic 77. Do inta bundle as much as not spread cables. - - - -
possible. TOTAL THICKF REF: SWEC DRW 13201-SK-E2 Figure B-4. Penetration #2 Construction Details 2nd Thennocouple Locations w&N l J Franklin Research Center A DMsion of The Franklin institute
SLV3 F-C5159 l Rigid ct331 Conduit l Penstrcticn. 3% cable Fill. Tap 2arnd of wire To be supported at n A, cnd and at 12" level- ,.
fY l /
li
/k I 3'6" d-Total Cross Sect. Area =
0 = Thor tocouple f 81 A
> Note: Generalized (T/C) Loca t- g Rendcring of support lon. A -
12" 3" I f
4" Rigid
! Steel Conduit 4" g/
Cold Si& g z Sta/ , gg F,oam f ,
j T Cable mix
- 4 one 912-27 g "N *See Table C-2 i
Ilot Side 'b T/C PLACDENT 4"
1
. 3.-At conduit-slab interface.
/ ,
i, f ; 9.-On Jacket of cable in center af Pene-tration, at Firestop-cable interface.
8" j 10.-At Firestop-cable interface 1/2 radius of penetration out from penetration
- p; cen ter.
h 11.-At Firestop-Conduit Interface.
I i I .h Iz. Q f d--- 7 n Jacket of Center cable 3" above T/C For Temp. Gradient info.
REF: SWEC DRW 13201-SK-C&.
I 2"
- >l l
Figure 85. Penetration #3 Construction Details and Thermocouple Locations s% B-5
[ ] Franklin Research Center A Division of The Frenidin Institute
SLV-4 I M $} _ _
A 33 Crblo Fill Penetration d g3' W '
i
- Do not cut wire.
/ Y '
Loop wire back. Seal odd i , wire with tape.
g ,, ,
Generalized renderi 7
of support at 1 an 12"
- i
.s ' W !
0= Thermocouple (T/C) 12" - '- -
Loca tion fp <
- Total cable cross sectio @
f r area = 3% of total sleevel Two 1/8" Wet '
3
, area.
(1/16" Dry) Coatingo , e
[
of Flamastic 77 ove; '
i -
Penetration Face 2" x 3" !
[,
at edges, also covering entire cable length
[ " M ~
Ml "
Cold Side on cold side of slab. l Total thickness Dry = 1/8" E I 2" Kaowool Cable Mix
- 2 ea Z6-5
{ l
> 1 ea TX2-2 6" Inc tafeam *see Table C-2 T/C Placement .
All T/C's on surface f' of Flamemastic 77 -
coating. - -
Hot Side 13.-On jacket of cabic at l
l center of penetration, I at firestop-cable in ter- l,t 6" Sleeve opening in concrete test slab.
face. I j i
16.-On jacket of center cable '
3" above firestop-cable interf ace, for temp gradient info. g,,
I*
l 29.-on jacket of center cabic l ll 12" above firestop-cable !!
interface, for temp grad * {,
ient info.
, l <[
i 6
14.-On jacket of cable loca+e4 - * -
l half the penetration radius i
out from penetration center at firestop-cable interfa A 6"
XF: SWEC DRW 13201-SK-E2 15.-On jacket of cabic at edge of pene tra tion Figure B-5.at Firestop-cabic interfacePenetration #4 Construction Details and Thermocouple L B-6
- A
[ .
) Franidin Research Center A Division of The Franklin institute w
F-C5159 SLV-5 i M 40% cabic [ { f%
p tration 'I d- N ,
ND n t cut uires. Loop all wires back V" , A -$W f .,
'g -
Generalized Rendering of 4
, ] , ' j !'
cupport at l' and 3'6" i Two 1/3' uct (1/16" dry) coatings 3' 6" l
, Flaccaantic 77 sprayed from outsic y ",, , , j T of bundic, using airless sprayer, 12" ,U coverinc, penetration plus 2" on et and entirc surface of cable on co3
~
i*. side.
, t } TOTAL E CKNESS DRY = 1/8"
---g],.!!
q ,4 Total cable cross 7 '.' .. sectional area =
h Gold Sideg g 3 40% of sleeve area Ty I ', 2" Kaowool 0=Thermocouplc Slab _m-- h Slab Cable mix *
(T/C) Location l 15 EA. TX2-2 23 FA. Z6-5 T/C Placcment 6" Inctafoan *See Table C-2 17.-On jacket of cabic at center of penetration, at firestop-cable interface.
18.-On jacket of cable !nenced -b # ""
)
1/2 penetration radius out f l llot . Side from penetration center, at l 6" Sleeve opening in concre '
firestop-cable interfacc. tect slab.
19.-On jacket of cabic located f-0 *
/C 19, however 1 fires i erf e ' P-c interface. Fo p- a dhn I
' l i 20.-On jacket of same cabic ao i !
T/C 17, 3" above firectop-cable interface. For temp.
ll i l l
gradient info. 12" l ll 26.-On same cable as T/C 17, i>
f'j j however 12" above f'irectop- l l
cable interface. j gradient info.
For teap g %Ap--
27.-On same cable as T/C 13, houcver 12" aboie firestop-cable inter-REF: SWEC DRW 13201-SK-E2 face. For temp. gradient 14 6" 4 Figure B-7. Penetration #5 Construction Details and Thermocouple Locations B-7 "6N l 3 Franklin Research Center A Division of The Franklin Institute
F45159 SLV-6 Tcpe Wire End 3% Cabic fill penetration
% .1
. 9,. -
_. q - -
To be supported l ;h at end and at 12" level p l
[
!\
Yk ll
?
d - Total Cross !
Sect. Area =
3% of Sleeve y'._ .', _ 3'6"
' Area.
- NOTE: Generalized 12" !
Rendering of-I Support 0=Thermoc,uplc (T/C) .
.r 4" Rigid Location d geeet 4" Conduit Cold Siday Cold Side e (29 [gj Slab Slab Cable Mix
- T/C Placement one 912-27 21.-On jacket of cable in conter *See Table C-2 of penetration, at firestop- ---(9)hp 3 cable interface.
'4 7{,
4- -
2 4 ' Kaowool 22.-At firestop-cabic interfacc f one half the penetration out l from the penetration center. A -' . , 6" Instafoar: *
, y s.
23.-At firestop-cable interface. %
. s, just inside conduit wall. 4" V
"**k l ',j
- 1" Grout y '
~ ~ ' ' #
24.-On jacket of central cable '* 4 at coldside plane of test slab.
I 25.-At conduit-slab interface, i outside conduit, l.
gn
}t .
REF: SWEC DRW 13201-SK-E2 7 - - .
)
.f.- __ . t n I
4 g 2" l
Figure B-8. Penetration #6 Construction Details and Thermocouple Locations B-a d J. J Franklin Research Center A Division of The Franidin insdtute
1 l
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T e ,
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l I
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l Figure B-9. Cable Supports Mounted to Test Slab l
B-9
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\. '/, ff,
.k .,*~. H -
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/ ,
Figure B-10. Furnace Temperature vs. Time Profile Obtained for Fire Stop Test C5159, May 31, 1979 sk B-10
[ . J Franklin Research Center A Division of The Frenidin Insette l
> l l F-C5159-1 1
i i i l
1 -
g s
1 -
/ ,
- e I
Figure B-ll. Test Slab in Raised Position Just Af ter Completion of IEEE Std 634 - l 1978 3 Hour Fire Test 1
! B-11 l
l Trys 1
w % l
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A - f
- a- .'h. ~. y.,% . ' .V " '
. T: 2 s .
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5
~
s= ,,
t
- l ,
W. = Mg> o, u c.'. . o i g.
l
\ \
Figure B-12. Hose Test examination of Test Slab C5159, ,
May 31, 1979.
l
\
i i
i B-12
TABLES'
)
l APPENDIX C l
l l
l an ..
. _ _ Franklin Research Center A Division of The Franklin Institute The Benferrun Franklin Parkway, Phile., Pa. 19103(215;448-1000
F-C5159-1 Table C-1. Standard T1me mperature Curve for Control of Fire Test from App &lix IEEE 634.1978 Time Temp +ra ture Ar-e Above 68* F Base Temperature Area Above 20' C Ba-t h:rmn) (*F) " min)
(* F-h ) (* C) ('C mini (*C h, 0.00 68 00 0 20 00 9 0:05 1 000 2 3JO J9 538 1290 22 0;10 1 300 7 710 129 704 4300 72 0.15 1 309 14 150 , 236 760 7 d60 1 *.
0:25 1 510 28 050 468 821 I ~, 530 2( o 0 30 1553 35 360 589 843 19 65s 32a 0 J5 1 598 42 ttGO 714 862 23810 399 0:40 1 613 60510 842 878 28 060 ti.s 0:45 1 638 58 300 971 892 32 390 5:o 0 50 1 66I 66 200 1 103 905 36 180 61's 0 55 1 681 74 220 1 237 916 41 230 6ft; 1;00 1 700 82 330 1 372 9 27 45 740 762 1:05 1 713 90540 1 509 937 50 300 838
- 1;10 1 735 08 830 1 647 946 5& 910 915 I:15 1750 107 200 1 787 055 59 560 093 1:20 1 765 115 G50 1 928 963 68250 i t /1 1:25 1779 124 180 2 070 971 68 990 1 150 .
1:30 1 702 132 760 2 213 578 73 760 1 229 1.35 1 h04 141 420 2 357 985 78 560 1 309 1.40 I 141 5 150 120 2502 991 83 100 1 390 1:15 1826 158 890 2 648 996 88 280 1471 1:50 1 m35 167 700 2 795 1 001 93 170 1553 1:55 It43 176 550 2 942 1 006 Ott 080 1635 2 00 1 H50 185 440 3 091 1 010 103 020 171~
2 10 1 662 203 330 3 389 1 017 112 960 1 882 2.20 1 675 221 330 3 689 1 024 122 960 2013 2:30 188N 239 470 3 991 1 031 133 040 2 017 2.40 1900 257 ~20 4 295 1 038 143 180 2 396 2:50 1 912 276 110 4 602 1 045 153 390 2 556 3:00 1 925 234 610 4 910 1 052 163 670 2728 3:10 103N 313 250 5221. 1 059 174 030 29% l 3 20 19f o 332 000 5 533 1 066 I84 450 3 07 t I 3.10 1 96.: 350 890 5848 1 072 104 940 .1 2 l')
( 3:10 1 976 369 800 6 165 1079 205 500 345 I
3:50 198H 389 030 6 484 1 086 216 130 3 60' l 1.00 2 000 408 280 6 805 1093 22G 820 3 7 m, 1:10 2 012 427 070 7 123 1 100 237 590 3 960 1:20 2 025 447 180 7 453 1 107 248 420 41 to 4:3n )
2 038 466 810 7 780 1 114 259 340 4 220 4.40 2 050 l 486 560 8 110 1 121 2"O 310 4 M, '
4:50 2062 506 450 8 441 1 128 281 360 46s0 5.00 2 075 526 450 8 774 1135 202 470 4 874 5:10 2 088 546 580 9 110 1 142 303 660 5 961 5:20 2 100 566 840 9447 1149 314 010 52e 5.30 2 112 587 220 9 787 1 156 326 240 5 437 5.10 2 125 607 730 10 129 1 163 337 630 G r.27 5:50 2 133 628 360 10 473 1 170 349 090 5 81a 6:00 2 150 649 120 10819 1 177 360 620 6 010 l l
6:10 2 162 670 000 11 167 1 184 372 230 6 201 6:20 2175 691 010 11 547 1191 383 900 6 338 6 30 2 183 712 140 11 369 1198 395640 6 534
- _.=,__- _.___. __
, c-1
[ ] Franklin Research Center A Division of The Franklin Insetute
F-C5159-1 Table C-2. Cable Descriptions for C5159 Fire Stop Test May, 31, 1979 Cable Code Description OUTSIDE DIAMETER 912-27 9/C, #12 A2erican Wire Gage (AWG), STR 3/64" FR 0.84 in Insulation, FR Jacket, Kerita - 600 volt rating TX2-2 6 pair, individual shields, solid copper 0.67 in constantan, PVC insulation, twisted, overall PVC jacket - 600 volt rating Z6-5 6/C 3 pairs overall shield, tinned copper 0.56 in shield, PVC Jacket - 600 volt rating l
l l
l Om Add Franklin Research Center a o.m.on at m r ma w u. C-2 k _
F-C5159-1 Table C-3. Tabulation of 7000 F Temper: cure Crossover Points ,
Plus End-of-Test Penetration Temperatures far Fire Stop Test C5159, May 31, 1979 Sleeve Time at No. TC' No. 7009 F Crossover 3-h Temp, OF 1 1 - 220 2 - 225 3 -
191 4 - 150 2 5 - 435 6 415 7 - 275 3 8 -
365 9 -
275 10 -
212 11 -
228 12 -
190 4 13 -
215 14 -
275 15 -
185 16 -
165 29 -
110 5 17 2 h 45 min 855 18 2 h 58 min 720 19 -
340 20 -
450 26 - 210 27 -
182 28 -
142 6 21 -
620 22 -
540 23 -
580 (max 592) 24 -
392 25 - 308 j'dJ Franklin Research Center a m at n. rre m C-3
N e
l l TEST St.AB THERMOCOUPLE DATA APPENDIX D Test C5159-1, May 31, 1979 TC 1 to 29 Data in Ascending Order Sleeve Numbers Marked on Each Individual Record a
. . . . Franklin Research Center A Division of The Franklin Institute The Benjerrun Frankhn 8erimey Ptnie., Pa. 19103(215)448-1000
, i . .
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t
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, , , , J , ,
I thDREDS OF DCGREES FA iRENHEIT-iUNDF EDS OF DEGREES Al' IRE NHEl'8
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1 21 3 4 5 6 7 a 9 1'o 11 1a 13 14 15 16j 17 18 4 19 2 0 , 2,1 22 2
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