ML19340B916

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Fire Endurance Test on Penetration Seal Sys in Precast Concrete Floor
ML19340B916
Person / Time
Site: La Crosse File:Dairyland Power Cooperative icon.png
Issue date: 06/29/1978
From: Buergin R, Mapes C, Pearson R
UNITED ENGINEERS & CONSTRUCTORS, INC.
To:
Shared Package
ML19340B901 List:
References
FC-266, ZE-279, NUDOCS 8011120564
Download: ML19340B916 (34)


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l FIRE ENDURANCE TEST ON PENETRATION SEAL SYSTEMS IN A PRECAST CONCRETE FLOOR FC-266 FOR UNITED ENGINEERS & CONSTRUCTORS 30 SOUTH 17TH STREET FRILADELPHIA, PENNSYLVANIA 19101 s

v SERIAI. NO. ZE-279 o

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,t-JUNE 29, 1978 9

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q) FC-266 Junn 29, 1978 Page 1 FIRE ENDURANCE TEST ON PENETRATION SEAL SYSTEMS IN A PRECAST CONCRETE FLOOR FOR UNITED ENGINEERS & CONSTRUCTORS PHILADELPHIA, PENNSYLVANIA 19101 CENERAL i

i This report describes the construction, the test procedure and lists the results of a fire test conducted on various penetration seal systems installed in a 17 ft., 10 in. by 14 ft., 2 in. nominal 8 in. thick precast concrete floor asse.a-bly.

The penetrations consisted of rectangular openings containing cable trays with conductors and steel pipe conduits with conductors.

The test assembly was constructed as shown on Illustrations 1 and 2.

The object of this test program was to investigate the fire endurance characteristics of the penetration seals as described herein. The test was performed following the procedures for evaluating floor-ceiling assembliew as defined under IEEE P634/D4 Standard, dated 9/28/77, and the Standard for Fire Tests of Building Construction and Materials ASTM E119-76 (NFPA 251).

The penetration seals were subjected to fire exposure for 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> and 5 minutes.

The performance of the seals during fire exposure is detailed ir this report.

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FC-266 Pcga 2 DESCRIPTION MATERIALS:

. The materials used in the construction of the floor assembly and the designated j

penetration seal components are described below:

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i Concreto. Floor: Nominal 8 in. thick precast, prestressed i.ollow-core concrete planks manufactured by Spancrete Northeast Inc.

Deck units were 40 in. wide b'y 13 ft. 9 in. long.

. Concrete:

Laboratory mixed concrete consisting by volume of 1 part Portland

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cement, 2 parts sand and 2 parts pea gravel mixed with 6.0 gallons of water per 94 lb. bag of cement.

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The lightweight concrete was made by mixing Type I Portland Cement witn water and Airocel P.K. Foam manufactured by the Hearl Corp., Roselle Park, New Jersey.

Each batch consisted of three bags of portland cement, 150 lbs. of water and o

100 seconds of pre-formed foam having a density of 2.1 lb. per cu. ft.

The foam is formed by mixing 1514 cc of Airocell P.K. Foam Liquid with 80 lbs. of water. The lightweight concrete had a wet density of approximately 50 lbs.

per cu. ft.

Cable.?Ir.ws :

5 ft. long solid back and ladder back vencilated cable trays were

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used in the constructio'n. The sides of the open ladder trays were channel sh: sped, 4 in. deep with outward extending flanges 3/4 in. wide, fabricated from F

15 gauge (0.072 in. thick) galvanized steel. The rungs were 1 in. x 3/4 in.

channels of galvanized steel and located 4 in. o.c.

The inside dimensions of

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.k the trays werc nominally 4 in. deep by 24 in, wide.

The solid bottom cable tray was constructed with channel shaped sides 4 in.

deep by 24 in vide and fabricated from 15 gauge (0.072 in. thick) galvanized steel.

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E.lcrt r ic al.. Cable s : The power cables were manufactured by Rayche:a Corp., Cerro Wre and Cable Co::pany, Okonite Company and Kerite Company.

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. Ihe instrument cables were manufactured by Raychem Corp., Cerro Wire & Cable y'/,.' Company, Triangle, Boston Insul.ted Wire & Cable Co c

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q Insu.lat ing..Cament : Delta One-Shot insulating cement manufactured by Rock. Wool

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50 lbs. of the insulating-cement.was_ -- c. _ _.

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mixed with 10.7 gallons of water.

. Silicona.Soam: Dow Corning Silicone RTV foam designated as i

general purpose penetration seal manufactured by Dow Corning,a medium dens ty Corporation.

s F.lamemas t.ic : Flamemastic 77 is composed of waterbase thermoploatic resins, ilame retardant chemicals and inorganic incombustibic fibers and is manufactured by The Flacemaster Corporation.

Conduils:

3 in. galvanized steel conduits supplic,d in 10 ft'. lengths and cut to lo in. lengths.

Hip.h.-Scal : High-Seal supplied by the Flamemaster Corporation.

Ea tini.t e..IL.2os.rd :

1/2 in. thick theresi insulation board supplied in 4 ft.

x 6 it. panels. The rigid insulation board had an average thitekness of 0.487 in. and an average weight of 1.97 lbs./sq. ft.

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, CONSTRUCTION OF TEST ASS LY:

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a The floor assembly was installed in the test frame as'shown ii d1ustration _

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The 8 in. thick precast concrete floor slabs were,placed directly on the top of 6 x 4 x 3/4 in. structural steel angles imbedded in the'fireproofing concrete at the cast and west sides of the test frame.

The openings for the four rectangular penetration seals were formed in the floor using channel shaped structural steel headers supplied by the floor slab manufacturer or by pouring concrete to give the proper size openings.

The floor slab joints were filled with portland cement grout. Illustrations 3 and 4 show penetrations 1 and 4 during construction.

The cable trays were received filled with the electrL..s1 cables, as shown in

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Tables 1 and 1A.

The cables were fastened to the 5 ft. long trays with plastic band and wire ties. The trays and conduits were then placed in the openings and fastened by bolting to structural steel angles approximately 2 ft. above the floor surface.

None of the trays or cables were supported by the precast concrete floor.

The cable trays and conductors extended 12 in. below the ex-i posed surface of the floor.

Wood forms (concrete forms) were instal 1~d on the under side of the floor of e

openings 1, 3 & 4.

6 A 4 in, high steel angle was placed around the top of the perimeter of opening I to give the lightweight concrete a full 12 in. thickness, f

Opening 1, 4 ft wide by 10 ft. long by 12 in. thick contained 4 cable trays, IA, IB, 1C and ID and 27 e sleeves in 3 modules of 9 cach, designated as Modules 1, 2 and 3.

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.Unistrut channels were bolted, at mid-height, to the perineter of the opening with 1/4 in. toggle bolts or 1/2 in. Vejit bolts 24 in. o.c.

The east side of the opening had three 6 f.. long Unistrut channels 1 ft. in from each side and at the center of the opening. Also two (2) cross channels, cut 3 ft. 11 in. long, were positioned between the cable trays and at west side of 1A and IC trays. The channels were tack welded to the perimeter channel to form a grid. Steel wire mesh 6/6 x 10/10 was placed on top of the grid.

Modules 1, 2 and 3, each had nine (9) 3 in conduits 16 in. long penetrating the 18 in.

square 10 gauge steel plates.

Each conduit was welded to the 10 gauge plate and protruded 2 in. on the bottom. These plates were supported by 1 in. x 1 j

in. x 1/8 in.

steel angles, one on each side of Module 1 and 3 and one on each side of Module 2.

The angles were welded to the perimeter channel by steel 1

hanger angles. The 10 gauge plate made'up the bottom of the penetration seal.

The opening was sealed with 12 in. of lightweight concrete.

See Illustration W c.5 for a view of the opening during the installation of the cellular concrete..

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fQ~-The; cables were placed in the conduits of each module in' accorgiance.with. Tables

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y.-- kla Module 1,t esch conduit was filled with loose ceramic fiber between andraro:undiffyg 7mhhithe[cablesfor_thefull16in.inlength. The exposed'and unexposed ourfaces? 7 bSQQ.

c E '4 5, i9 EE-Eofcthe ceramic. fiber was coated with 1/4 in. (dry thickness) of Flamemastic.

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N~." 3,f M[id]?:l'5,77O-The 'Flamemastic was applied b3 ocans of a brush.

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la N>dule 2[each conduit was filled with loose ceramie fiber within two inches

.k hffromeach'e'nd. The remaining two inches was filled with the Delta One Shot b-insulating cement.

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C In Module 3, conduits 1, 2, 4 and 7 had from the exposed s.ide to the unexposed cide, 7 in. Si* icone foam and 8 in, of ceramic fiber with 1/4' in. (dry thickness) cf Flamemastic 77 applied to both faces.

Conduits 6, 8 4, 9 had 12 in. of Silicone Foam and 3 in, of ceramic fibers with the milicone foaa side toward the fire.

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Both surfaces vers covered with 1/4 in. (dry thickness) of Flacemastic 77.

.:, Coo.duit -3 from the e.xpoecd side ta the unexposed side 1-1/2 in. Flamemastic f

H1-SEE, 2 in, ceramic fiber, 9 in. air space, 2 in. o eramte fiber, and 1-t 1/2 in. Flamemastic HI-SEE.

Both the exposed and unexposed surfaces were covered y

with 1/4 in. (dry thickness) of Flacemastic 77.

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Conduit 5 from the exposed face to the unexposed face consisted of 2 in. Flamemastic I

H1-SEE, 4 in. of ceramic fiber, 4 in, airspace, 4 in. ceramic fiber, and 2

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in. Flacemastic H1-SEE.

Both surfaces were covered with 1/4 in. (dry thickness) 5, f

of Flacccastic 77.

Opening 2 was 12 in, wide by 40 in. long by 8 in. deep.

Two layers of 1/2 in.

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thick Marinite XL were installed on the top and bottom of the seal.

The Marinite extended 6 in, beyond the perimeter of the opening and was fastened with 1/2 in. W-jit bolts 9 in. o.c.

The penetration was filled with Knowool Bulk Fiber.

Flamemastic 77 was applied 1/4 in, thick (dry thickness) to both sides of the penetration seal.

Penetration 3 opening was 12 in. vide by 40 in. long.

7 in. of lightweight concrete was placed as a seal.

I Penetration 4 opening was 28 in. square.

8 in. of lightweight concrete was f

placed as a seal.

Illustration 6 and 7 show the exposed and une.. posed surf aces before the fire endurance test.

The exposed surfaces of the steel headers used to support the floor slabs adjacent to the openings were protected with mincral fiber board and gypsum plastet.

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FIRE ENDURANCE TEST Q:.f '_..

The test was conducted subjecting one side of the floor assembly to fire exposure in accordance with the Standard for Fire Tests of Building Construction and Haterials ASTM Designation Ell'9-76, (NFPA No. 251) and IEEE P634/D4 Standard, dated 9/28/77. The standard test furnace of the National Cypsuta Company for floor ceiling assemblies was used for the test.

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SAMPLE:

Th.e floor assembly containing the various openings as descriSed in the preceding section of this report under Construction of Test Assemblies and as shown in Illustration 1 through 7 was constructed by National Cypsum personnel.

The insulating cement cured for 43 days.

l 1*.EIF.OD :

1 The temperatures of the furnace chamber were measured with 16 thermocouples j

placed 12 in, below the underside of the concrete floor and located as shown I

i on Illustration 8.

Temperatures on the unexposed surface of the various penetra-tions were measured by 48 thermocouples each covered by a dry asbestos pad.

The location of the thermocouples and the temperatures recorded are shown on i

Illustrations 9, 10 and 11.

The furnace fire was started, exposing one side j

of the assembly to gas flames of controlled severity and extent in accordance with the Standard Time-Temperature Curve.

Throughout the test, observations were made to note the character of the fire and its control, the condition of the exposed and unexposed surfaces, and all developments pertinent to the performance of the assembly with reference to stability, passage of fla=e and generation of smoke.

Obscruations.of the.. Exposed.Sur.f ace Tima Chr.ezuation 1 Minute A few cables have started to burn.

4 Min'ates All cables are flaming.

25 Minutes Cables are still flaming.

.4 30 Minutes some small flaming on most of the cables.

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some slight fisming on' cables notes throwgnouCthisipe

, W F 62 to;185; Minutes-J
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Ob aczustion s..n i.the..Uan spo sed..Su rfa ca Obaaruatina Time Very light smoke coming from between cables on opening No.

14 Minutes

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32 Hinutes Smoke from fio. 2 apening has stopped.

Insulation on 3/C 500 MCM cables in openings 4-A and on 83' Minutes 3/C 750 MCM in penetration I-A are expanding and b.eaking open.

90 Minutes

!!o smoke on unexposed surface.

I I

124 Minutes Very light smoke coming from cables in tray 4-A.

141 Minutes Crack in cellular concrete in opening No. I between trays IA and IB.

152 Hinutes Cables in tray 1-A are smoking slightly.

155 Minutes Moderate smoking from cables in tray 4-A.

j L

185 Minutes Gas off, test terminated.

See Illustration 12 for a view of the unexposed surface at 180 Minutes.

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U Obsexuation s.. A ften.Iest The assembly was removed fros,the furnace shortly after the test was terminated.

The bottom of the assembly All cable trays and pipe penetrations were red hot.

was cooled with a spray from a 1 in, hose.

Illustration 13 shows a view of the

-exposed.surfac.c.upon removal frora the furnace.

~~

Tenpe r.at u re s,. o f. tha..tino x.po ced..Se al..Sur f.te c.s and the thermocouple, locations The. temperatures that developed during the testThe IEEE 634/D4 Standard states the maximum cre shown on Illustration 9,10 and 11.

o allowable temperatore on the unexposed surface shall not exceed 700 F.

In this test, the performance of discrete elements under fire exposure was eval-voted, not a floor assembly.

In the opinion of thi:= testing laboratory, the determination of acceptable temperature limits is the responsibility of the authority having jurisdiction, based on the end use conditions of the penetration seals.

A su= mary of the tecperatures of the unexposed surface at 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> are shown below:

1.

7..In.. Thick.Te net rat ion..Sa al 3

Tray No.

Penetration Seal Temp.

T65 F Tray Seal Interface 320 F Cable Scal Interface 210 F 2.

a.In.. Thick Scncir.arian.. Seal Trsv No.

4A 43 Penetration Seal Temp.

T95 F TV5 F Tray-Seal Interface 210 F Cable-Seal Interface 770 F*

320 F

  • Cable Jacket Split on 3/C 500 McH Conductor.

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1. A 1..B
1..C 1.- D Tray No.

Penetration Seal Temp.

ITU F TTU F TTF ITU F 140 F Tray-Seal Interface 260 F Cable-Scal Interface 250 F 215 F 245 F 185 F

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Avg. Temp. Cable-Scal Interface 248 Conduit Seal Interface 8.

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CONCLUSIONS r i r-v- t a >,.,,.. vemw rties i

~~

l The penetration seals,as described in this report were subjected to fire exposui-e, j

fer 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> and 5 minutes in accordance with the AS1W E119 Standard Time,-Temgeratuut c

1 Curve.

The resistance to the transmission of heat through the seals met the requirements of IEEE 634/D4 for the 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> duration of the test with the exception of one thermocouple on a conductor in tray 4A.

After the test, it was noted that the jacket on this conductor had split open allowing the thermocouple to be exposed '

j to the radiation of the copper conductor. This thermocouple reached 700 F at 153 minutes.

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ATTACHMENT G DIESEL DRIVEN HPSW PUMP PERFORMANCE TEST DATE: 5/19/79 RIVER WATER TEMPERATURE: 550F PUMP NO. lA PUMP SPEED: 2000 RPM LOCAL PUMP DISCHARGE PUMP HEAD PER STAGE

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