ML20339A031
| ML20339A031 | |
| Person / Time | |
|---|---|
| Site: | Ginna  |
| Issue date: | 11/20/2020 |
| From: | Exelon Generation Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML20339A309 | List:
|
| References | |
| Download: ML20339A031 (36) | |
Text
{{#Wiki_filter:GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS APPENDIX 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS by PITTSBURGH TESTING LABORATORY Revision 29 11/2020 Page 668 of 769
GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Compressive Load Tests of 90 Wire Tendon Base Plate - Test on Concrete Stand GTNNA/UFSAR P!TT~su;~GH T S STIN G L::\BORATORY PITTSE;URGH , PA. Aa A lill.lTU 41,. ,..o~: TlOH T O CU U-.TS. THI f':Jl.t..!~ AHO 0 1.1 :'ltl:t.V*** ,t.U,. llcP'O "-T*
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OU III ,u:~O lltU , . l'D *Jtv a.o P C NOIH O OUIII ..,un~l!I * '"'""OVAL, LABORA T O RY N o. 652408 March 29 , 1967 2l'lt:lll>-3 OROER No. PG- 18619 CLIEITT'S No. REPORT lleport of: Con:pressive Load Tests of 90 Wire Tendon Base Plate Test on Concrete Stand Report to: Joseph T . Ryerson & Son , Inc . P . 0 . Box 8000-A Chicago, Illinois 60680 We were requested to fabricate a concrete base plate in accordance with Ryerson Drawing SPI -1 dated 1/20/67. A concrete mix design, reinforcing bars, base plate and trumpet were submitted for fabrica-tion of the concrete base plate. t£.o bllcui~-3 co~crete prcp,ertiee ~~re recorded. CONCRETE MIX DESIGN PER CU . YD . Type Ill Por tlerd Co::12nt 611 lbs *
. DrllVO Corp. Silice cus Sruid I.Sffl C-33 12~0 lbs . s.s.D.
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28.27 cr-URJhi.Jli Load CTW!hlll8 Stre1:3th Lbs . 92.000 PSI 3250
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I:.sy:, 2 Marc.l\ 8. 1967 28.27 81.000 ..l.lli 2 3060 Avenge w.~ch 9. 1967 28.27 ns.~o 4070 3 Karch 9. 1%7 28.27 120.000 ~ 3 4150 Average Mill"ch 10. 1967 28.27 124,000 4390 4 K.,..rch 10. 1967 28 .27 121,000 ~ 4 4340 Avcrazie 3D-l Revision 29 11/2020 Page 669 of 769
GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Sheet 2 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY E* TA LISHl: D 1111 PITTSBURGH, PA.
... A M UTUAL P'illOTtCTION TO CLll:NTa, THI[ P'U*a.u: ANO ou1u u.. vc, . ALL 1111:P'OIIIITS
'-" I I Ul*HTTt:O AS THll COHP'IDltHTI AL l"ROP'IU IT'Y c,,- CLICNTS. ANO AU THOlllll~ATION 11'011 P'UILICATIOH or S TATSMINTS. CONCLV*IONt OR O:'UtACT I fll O M OR l'lllGAflCII N G OUII IU:l"OflTI I 11111:llllt YltO P'UofDIHG OUJt WftlTTC:" AP'P'IIOVAL, LABORATORY No.
652408 March 29 , 1967 ORDER Nu. PG-18619 CLIENrS No. 21T114 - 3 REPORT When the concrete in the stand had reached the requested strength, the stand was tested by the following method. A compressive load of 742 , 000 lbs . was applied in increments of 106,000 lbs., and then released in increments of 106,000 lbs . The gage readings tabulated below were obtained using a deflectometer designed as shown on Page 5 of Ryerson instructions dat ed 2/2/67. Cycle One was repeated, recording the same gage readings. On the third cycle, dial gage readings were recorded only up to 742,000 lbs. The loading continued in 106*, ooo lbs. increments to 1,200,000 lbs. At 954,000 lbs. hairline cracks appeared on the sides of the stand. There were no other apparent defects at 1,200 , 000 lbs. The dial gage instrument was designed so that measurements , either compressive or expansive , were recorded at a specified distance from the center line of the concrete stand of metal base plate. Gag:e No. Location 1 On the concrete 3 inches from edge of base p l ate. 2 On the base plate 7 - 1/2 inches from center line of stand . 3 On the base plat e 4-3/4 inches from center line of stand . 4 On the base plate 6 inches from center line of stand. 5 On the concrete 1 inch from edge of base plate. 3D-2 Revision 29 11/2020 Page 670 of 769
GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Sheet 3 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY t:*TA Ll NKO t a t PITTSBURGH, PA.
.... 4 M UTU A L '""OT&CTI ON TO CLll:NTS, THI: P'U aLIC AND OUIIIIELVll:S. AU. Jll l .. 0111:Ta A IU: SU MIT T IU) A THI COHll'I Ol:NTIAL P'fl0,.C IITY 0 ,. CLIUCTS . ANO AUTHO,.IZATION
, o.. ru Ll C,UION OP' TAT IE N INTS , CONC LU ION I O il l.)CTJU.C:Ta ,1110M O il Jltll~A.IICIING OUII 111:l"OIIITI II IIIICSl:lltVCO P'l:NDIN G DUil WIII TTl:N A P'rflOVAL, LABORATORY No. 652408 Jo'.arch 29, 1967 ORDER No. FG--18'19 CLIENT'S No. 21Tll4-3 REPORT LOAD DEFORMATION MEASUREMENTS 1st Loading Load ~e 1;-ermds ...!L ..tL ..ft. ..l!!_ ..ft.
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LABORATORY No. 6524')8 Me.rch 29. 1967 PG*Ul~l9 ORDER N o. CLIENT' S No. 21Tll4-3 REPORT LOAD DEFORMATIO N !1EASUREMEN TS 3rd Loadi§ Loed C~e fCl~ti ...t!.. .A. ..ft. ~ ..il.. 0 .ooo .oco .ooo .ooo -.002 106,0~ -.003 .002 .004 .003 -.009 212,~0 -.004 .002 .007 . 0045 -.OU 318,0~ -.004 .003 .009 .006 -.ou 424,000 -.oos .003 .011 . 007 -.013 530,GOO -.006 .0035 .012 .ooss -.014 636.000 -.006 .004 .0135 .010 -.ou 742,000 -.001 .004 .ou .011 -.OJ.S5 9J4.000 ll&ir line cn,cu viaiblo. PlffSBtwat T!STD?G lAI:On..\ TOD.t
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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Compression Tests of 90-Wire Anchor Head Assembly GINNA/UFSAR
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PITTSBU RGH TESTING LABORA TORY P I TTSBURG H , PA. A5 A MUT'1""L ,-,_OTI.CTION T O CLICtllTa . TNll P U . UC ANO OUlt tlU.VCS, ALL ftl:P'Oftt*
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LABORATORY N o. 646099 October 24 , 1966 O R D E R N o. CH- 9583 CLIC:NT'S No. 212341903- 18 REPORT Report of: Compressio n Tests of 90-Wire Anchor Head Assembly Report to : Joseph T. iRyerson & Son, Inc. P. 0. Box 8000-A Chicago , Illinois 60680 We received t wo (2 ) 90-wire anchor head assemblies for compressio n tests in accordance with Drawing 90- PT-lA, 90-PT- 2A and addendum dated 10/11/66 . The shims and anchor heads were assembled, loaded for two minutes and disassembl ed for examinatio n in accordance with the drawings . The following observatio ns were r ecorded. ANCHOR HEAD ASSEMBLY 90- PT-l Load Remarks 742,000 lbs. Button headed wires deformed anchor head. The 1/16 " and 1/8" shims deformed slightly. Anchor head loosens by hand from adaptor lock nut . 848,000 lbs . No appar ent deformatio ns exc ept as noted above . Anchor head loos*e ns by hand from adaptor lock nut. 954,000 lbs. No apparent deformatio ns except as noted above. Anchor head loosens by hand from adaptor lock nut . 1,007,000 lbs. No apparent deformatio ns except as noted above . Anchor head loosens by hand from adaptor lock nut. 1 , 060,000 lbs. No apparent deformatio ns except as noted above. Anchor head loosens by h a nd from adaptor lock nut. 1 , 200,000 lbs. Deformatio ns from the shim plates visible on adaptor. Anchor head no longer loosens by hand. 3D-13 Revision 29 11/2020 Page 681 of 769
GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Sheet 2 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY PITTSBURGH, PA.
... a. M UTU ... L .... OTICCTI O N TO CLICN TS, T ... I: P'U . LIC AHO ou111*t.LVl:I . ALL aC:P'OflT.
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OUII 11111:'"OIIT S I fllC I IUIVllO P l:HOIH G OU ll WIIIITTl:N APP'IIIIOVAL. L A B O RATO R Y No. 64 6 Q99 October 24, 1966 CLIE NT"S No. 212341903- lC O R D ER No. CH- 9583 REPORT ANCHOR HEAD ASSE1-1BLY 90-PT- 2 Load Remarks 742,000 lbs . Button headed wires deformed anchor head . The 1/16" and 1 /8" shims deformed slightly. 848 , 000 lbs. No apparent deformations except as noted above . 954,000 los . No apparent deformations except as noted above . 1,007 ,00 0 lbs. No apparent deformations except as noted above. 1,060,000 lbs. No apparent deformations except as noted above. 1,;zoo,000 lbs . No apparent deformations except as noted above. PITTSBURGH TESTING LABORATORY E~M~er ____ Physica l Testing Department cc:: 3 *J*~>'.-;:./.:.! f~'l.'. rty.z.1~~c:t t:, ~~un:. !f!c. llt;;i) : . ;:-: . :.ii cis(!~"{l n. '/.:.*,~~.J..::lt 3D- 14 Revision 29 11/2020 Page 682 of 769
Compression Tests of 90-Wire Anchor Head Assembly COMPR£SS/ON T£ST PROCFDUR£ Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS TEST OF 90 WIRF ANCJ.IOR I-IEAD ASSEMBLY 5£T UP TEST IN MACHIN£ P£R DRAWING 90-PT-IA APPLY COMPA--.,£SSION TO D£SIGNAT£D LOAD (SE£ TABLE 8£LOl V) 1 (TIIIS IS A STATIC TEST) APPLY -f RELEA 5£ LOADS ACCORDINGLY) HOLD £AC/--! LOAD FOR A P£l?!OD OF TWO MINUTES RELEASE LOAD AND DISASSEMBLE C!-1£CK AND REPORr ON ALL DlFOR/v!AT/ONS > CRAC.A' S) OR Page 683 of 769 GINNA/UFSAR w OTH£l? S!<;NS OF FAIL. UR£ IN Tl-IE A/1/CHOR HEAD, ADAPTOR c., t:I H
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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Load Tests of Coupler and Adaptor 90-11 GiNNA/UFSAR PITTSBURGH TESTING LABORATORY PITTSBURGH, PA.
.. . A. M UTUAL l"IIOTll:CTl01'1 TO CL IUna. THC PUA L IC ANO OUIISt:~Vl:S, A LL tltl:f'OIITS
,U U: SU8M ITTl:0 AS THC CONl"IDl:NTIAL l"IIIOl"UITT 0" CLlll:NTS , A ND AUHtOiltl IATION "01'1 l"UaLICA.TION 0,. STATll:MIE:NTS , CONCLUSIONS OJI l!:XTIIIIACTS f""OM 01'1 111111:G ... flOING OUIII l'll "O"TS IS 111:SUtYltD 1"11:N OI NG OU" WIII TTCN Al"l"IIIDYAL.
LABORATORY N o . 642438 Augest 25, 1966 O RDER No. CH-9583 CLIENT'S No. 21T341891- 60 REPORT Report of: Load Tests of Coupler and Adaptor 90-11 Report to: Joseph I. Ryerson & Son, Inc. P.O . Box 8000-A Chicago, Illinois, 60680 Attention : Mr. w. A . Corson We received at our laboratory one bushing measuring 11" long, 7-7/8" x 8 buttress threads on the o. D. and 5-1 /8 " x 8 buttress threads on the I. D., along with a pulling rod measuring 18" long with 3- 3/4" of 5- 1/8" x 8 buttress threads. This bushing was to be used in conjunction with the coupling identified in our Laboratory Report No. 640730 . The set up was made as shown on Ryerson drawing, that is, the bushing was threaded into the 10-1 /2" diameter coupling with a 5-1/4" pull rod on one end and the 8" pull rod on the other end . The assembly was then loaded and tensioned to the required loads, then released and disassembled and the threads checked both inside and outside the bushing for visible defects. It was also checked whether or not the pulling rods turned easily or with difficulty. The results of these tests are as follows: Load Lbs .
- Remarks 742 , 000 Rod to adaptor Hand turn easily.
Adaptor to coupler Hand turn easily . 848,000 Rod to adaptor Hand turn easily. Adaptor to coupler Hand turn easily. 954,000 Rod to adaptor Hand turn easily . Adaptor to coupler Hand turn easily . 3D- 22 Revision 29 11/2020 Page 690 of 769
GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Sheet 2 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY PITTSBURGH, PA.
*S A. MUTUAL PIIOT[CTIO N TO CLIICNTS . THl:a: PUBLIC AND OURSl:LVICS, ALL R (PORTS 45tC sua1,111TT[O ... s T'"'C CONnt)l:NTIAL PROPFRTY 0'" CLIIE:NTS. ANO AUTMORl:tATION
,0111: PUOL IC*TION 0,- S TATEMCNTS. CONCLUSIONS 011 [ XtAi,,(:tS F'ROM 011 llltGA R DING OUR IIIEPO IHS IS 111:SIUIIVltO P[NOIN G OUR WA ITT E:"'I APPIIIIQVA,L.
LABORATORY N o . 642438 Augest 25, 1966 ORDER No. CH-9583 CLIENT'S No. 21T341891-6Q REPORT Load Lbs. Remarks 1,007,000 Rod to adaptor Hand turn easily . Adaptor to coupler Hand turn easily. 1,060,000 Rod to adaptor Hand turn easily. Adaptor to coupler Hand turn easily . 1 , 200,000 Rod to adaptor Hand turn easily. Adaptor to coupler Hand turn easily . PITTSBURGH TESTING LABORATORY Earl Gallaghe anger Physical Testing Department cc : 3-CU.cet Att:n: W. b.. G!ll";Jon l~{}'i'i.. Ci:t:~C~BQ 3D-23 Revision 29 11/2020 Page 691 of 769
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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS 90 Wire Tendon Test GINNA/UFSAR PffTSBUR GH TESTING LABO RATORY PITTSBURGH, PA.
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LAB O RATORY No. 655506 June 5 , 1937 ORDER N o . PG-18619 CLIENT' S N o. Ltr. 3/13/67 REPORT Report of: 90 Wire Tondon Test Report to: Joseph T. Ryerson & Son, Inc . P. 0 . Box 8000- A Chicago, Illinois 60680 We received a sample which was identified to us as a 90 wire t ondon . We were requested to test the sample in tensio n measuring a~ongation over a 120" gage length. The samp l e consisted of 90 wires, . 1/4" in diameter , with anchor heads on each e nd . The anchor heads were held on t he wire by t he wire button heads. The ancho r head had ex~e r nal t h reads whi ch threaded int o a coupler. The coupler then threaded onto pull rods , 8" i n diameter, which were instal l ed i n the upper and lower cros s heads of our 1 , 200,000# testing machine. An extensomet e r, modified to give a 12 0 " gage lenqth , was used to record sufficient data t o plot the attached curve. PITTSBURGH TCSTING LABORATORY Ea~i~ a_g_e_r___ Physical Testing Departmen t 3D-28 Revision 29 11/2020 Page 696 of 769
90 Wire Tendon Test Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS
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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Sheet 3 of Notes GINNA/UFSAR The t Lo V\ ~ o l ; o n ,s t o be <<, e o.s Viv c o\ C\.S n-,ov ev-v-.ev.l. belwcev-, AhCV'IOr-h eo- ol s. The Wire l:eV\~Lh foY lhe Test le""otoV\ 15 10'-O" ~ 1'20" The mel!Aool e of m eo.sLA n' t"I~ elon - 50Li'oV\ sho.LL be si'w-.ilc:1r Lo -!..he oV\e spec,'(,'eol , V\ AST M --421. IY'lit:1°0.l elov.~c.b'o\,'\ 0.10/o Indio L Stress 2Cj'OO0 ps, Yield o.t 1°k exi.eY1sioV\ YY'\'V'I y,*eld- .stve""~th Min. ELOV\<3oii'oV\ 3"/o ~
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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Load Tests of 90-X7 Coupler GINNA/UFSAR PITTSBURGH TESTING LABORATORY PITTSBURGH, PA.
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LABORATO~Y No. 640730 Auguat 2S, 1966 CUltNT"S No. 21T341891-48 Ol-9S83 REPORT lleport of: t.oad Te*t* of to.X7 Coupler llaport to: JoHpb T, Ryer~ 6. Son, lac. P. 0, lox 8000-A Olicqo
- Illinob 60680 Atteatloo: Nr. w. A. Coraoo Subaitted to our l.Aboratory for load te*t* va1 aa a11eably identified u 90-X7 coupler. We were 1D1tructed to aet up the coupler *H-bly u *howa on Ryeraon dravizlg that ahowed the coupler that aeaaured 10-1/2" 0,D., 8" long, with a 7*7/8"-8 buttreH thread and two 8" diameter pulling rocla at either end threaded into the coupler.
th* thread engagement at ea.ch end va* 3*1/2". After the u1eabl7 V&9 ccaplete
- we were to apply deaignated tenaion loacla and rel...*
tha lo&da accordingly, After relea1ing the load1 we were to diaaaa*ble the auembly and chedt thru.d1 at both encla of tba coupler for viaible defect* and check llhether or not the pul.111111 rocla would turn euily or with difficulty froa the coupler.
'die re*ults of these teat* are aa follows:
Load Lbp, 142,000 Hand turn top of pulling rod. Hand turn bottoa of pullf.Dg rod. 848,000 Rand turn top of pulU.n& rod, Nanci turD bott* of pulU.n& rod. 9S4,000 Hand turn cop of pulling rod. Hand turD bottoa of pulling rod.
. 1,007 .ooo- Hand turn top of pulll.og rod
- Ht:nd turn bottom of pulling rod.
AppT11xi.mately 3 turna, *tr*p wrencbea uaed froa then on. Evidence of thread cutting on rod.
't'hreacla on bott<a rod dreHe4 with file, Tbreada lubricated with "rluoro Glide" dry lubricaot.
3D- 34 Revision 29 11/2020 Page 702 of 769
GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Sheet 2 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY DTAal--lNI ll"ITTSBURC.H, PA.
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OU lltlPOIIT9 , . ~ PlnlOfNe OU ..., n... A...O'f'AL. LABORATORY N o . 640730 Mll'Ut 2', 1966 O RDER No. at-9SU eulflff'S - 21'341891*48 REPORT l.pllRI 1LaD4 ~ top of pulllD& rod. Rad c.a botta of pw.lina rod. Band cum top of pulling rod. Hand turn bottoa of pullina rod. Plff'SIUBCR nsnNG U.IIOIATO&Y
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Phy ical Testing Department CCI l-Client Attn: Mr. w. A. Coraoo l*PTL Chicago 3D- 35 Revision 29 11/2020 Page 703 of 769}}