ML19225C876

Statistical Sampling Program to Test Concrete Expansion Bolts, Prepared for AR Power & Light

ML19225C876
Person / Time
Site:	Arkansas Nuclear
Issue date:	05/17/1979
From:	BECHTEL GROUP, INC.
To:
Shared Package
ML19225C873	List: ML19225C872 ML19225C876
References
11406-276-8, NUDOCS 7908030118
Download: ML19225C876 (69)

Text

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LA'STAII ATION OF CLASS I ANu NON-CLASS I CO.NCRETE EXPANSION.TWE g

A SEELL OR STUD ANCliORS AND TYTE 10 GROIITED ANCHOR ROLTS

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N TABLE OF CONTE.N. TS FOR INTfALLGON OF CLASS I AND NONC ASS I COSCRETE O?AS3!ON-T(?E -

A c

Ef! ELL OR STUD ANCHORS AND TYPE 10 GRotJTED ANCHOR BOLTS a

FORTHE ARE.ANS AS NUCLEAR ONE - LHTT 2 ARK.ANSAS POWER & LIGHT COM?MW Lit iLE ROCK, ARKANSAS SECilON u i LE 1.0 SCOPE OF WORK

2.0 AI?LICA.TIONS 1

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3.0 ACCEFTABIl ANCHORS 4.0 DETALLGON S.O INSPECHO.N A.ND TESTING

. 6.0 Fl.?ArR OF ANGOR FATEi.?ls 7.0 DCCSENTATION m

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I:_-:a!Scee of Wert cl.us I Anchor NonCmI Anchot A.tior 1r22Ntion x

x A36CfI W oc X

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(: derx>tes :q plid'.dty) y pl n'D; ; ]p g g rn C mnO' 2.0 APPLICATIONS

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c_...

specificarica.

This caterary is Er:uted to the foUoe.ng, exc -t :3 no: d cm. design drawin;::;;

2.1.1.1 Su:' ear Cc_:s TI 2nd Seismic Clats ! f~g Mang r Sur;c-n.

2.1.1.2 Sehnni: Cb I Ekc:ried Cat;: TraySu:pc m.

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2._.I Sas::ic Clin ! Suppor:s

_.s The grouted m hor bd.ts teloogr; to this enem 6'1 meet the f

regte--:nc:.:s of Sections 3.0,4.0,5.3. 6.0 2nd 7.0 of :his spe::n 2: ion.

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This c::cpy is tiraited to 'he fol'cwing:

2.2.1.1 Tyy 10 inchor bolts r.2y be rubr:::uted for expansion

- ~ _.. - - -

aneors in Secton 2.1.1.

2.2.1.2 Typ-10 mchors M be as sp-cified en Den;n Dnwi=;:.

2.2.2 Not<..2u I Supports

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3,!

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hoduc s DMdon si For Con:-- e 'd=n y B:xt W ll ~ ne Onir E5 Sdf-DGir.e Snap-aff - PhaLW Dris Co.

3.2 Tpe 10 Grouted.ucher Ee1.s o:iy m-a =.em wa mrman,to m :e en=.;tc.r-2.sv.m

.7 accepub'.e un'ess appreved by the c d.n er.

~

408 086 2

e W

=

.--.e-e

.ree cat oai No. 660GC-230'5 fi 4.0 INSTALLATION This seeG:n +- sppuedk to Ch:3 i and NonC.m I categenes es defined in See:ica 2.0.

4.1 Expa:c.ien Ander 4.1.1 Gene-J Insulhtion cf the expansion cencr:te r.chon sh2.3 te performed by quasiled incil:a The ins:2!krs shall be quali11:d by a fieLi Procedure

=

approd by the Pro):ct Engin~er on test blocks or en prcdwaon cctors.

4.1.1.1 Con =ete anchors sh '1 M irwalkd after conc:::e has reached 2n :dequate streng*h fcr instal.istion of crece:te expandon zn& cts as de:er: tir.ed by tb P-@ct FiF.d Enpn er.

4.1.1.2 Ilniez ethera specGed cr. the d::winA cone : e anders

~ ~

1 ~

shz2 hare a rr.rtinurn eenter o cen:er spa:ini;s r.d conc ete edee dist:.ces :.s sp:ciSed in Ts5b 1.

4.1.1.3 Ce'.c-te :nchers sh '.! no: N inr$ed in the vicnity of tendor.s in prececed cocerete mer:5er; except as approved by the Project Eng.neer.

4.1.1.4 No ere:: ion stress sh:J! be irduced in de expansion r:ters during the inst:Ltion of suppcm.

4.1.1.5 Weiding on either shell er stud ander ins.erts sn21] no: M permitted.

~

4. i.2 I'sti.!bd0c. Prx-dules E.x;e : sea rpe :nders cased :ct in :his sncihdon til N in:elkd s:co-ding to nr._ft::c ers' i~.structicas and --:c =* ad :f ons.

4.1.2. !.

Nu.'.5 nd $ruds dz'.1 ':e tcq u ed ic. within :.5c ter.e-cf the

~

w a.g 6

g N :;-bed cy a can d!y c-n::4 t.we *r r.ch 4:h c.:.!

g

}

N cef n:ed.

4.1.2.

3!inr.um r.dc: ec6ed - en ts r' 2. ].a t N 1m than :t3 sycified :n Ta:1e i.

'A

-M 4.2 Type 10 Grxted Ane;r Ed:s

4.2.1 last-W

ion P o edurr Gcored ndor bo?:.s c111ed fer in this specin=:,r. e.a.U N insnrred in acertac: wie de det: is shou c-n Drav.r.; C-2260. Sheer 5.

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408 08 e

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cc:ficaUca No. 6600-C-23E5 5.0 IN5NCTION AND TESTLNG TI:is s-cica 's app 5esbk only :o th: Seis nic C12:s I applicatices es de fined in Secrian 2.1.1 t

L, ~

for ex;tesco anchers 2nd Sectica 2.2.1 for Type 10 pouted 2nder bol:1 5.1 Ins-p, Pre _u!e.re

&x Corer:tc enders used for th: spplisions de:~ned in Sections 2.1.1 and 2.2.1 sha:1 be T=ua.'!y im:pected for conect innac,ation~. It'insp-edon rec. alt that an' '

~

2nchor dces not conforra to Sectica 4.1.1 cr 4.2.1. this anchor Mi be either t:sred in acecrd:ne: with 6e requ' : ntats of Secdoc 5.2 W6w, or shall be reb::ted as permitud by the desh or C.a l te ::rncel ed ano her :nchor r

in' >i'.ed in secordu :- 4th Section 4.0.

5.2 Testmg P:co dure A

Th: tesd=3 of conent: :chors x.ed for the :ppfi:2tiens defined in Seedons 2.1.1 M

and 2.2.1 tr,2y utilize either the rn:thod described in Section 5.?.1 cr 5.2.2. De fr:que=cy of tes ing sh::1 M in scec-d:nc: with Sec:icn 5.4. Dca :enta:ica <, hall be in 2:ccrd2nc: with See: ion 2.0. Sh-U tyy expannon actors shMI be tested in 2 --~w a%ch i.sures that the ih-U shouMer dce: riot tear:32=st :he ;roet or Incun:ing br2det during tes:i, 3

~

5.2.1 Torque Test Method Testing of the inst:Ded an hors sha'l condst cf a terg.:e test of the

.i::st211:d uchors with a c2'ibrat:d torque wmr ch. Loo,en the nut 0

about a 1/4 tum (90 ) and redghten to the app-ronmauly original positien. The torque read.ing durin; r::ighter:in; sh2Il N within the r:nre of tonp:insuliadoc n!ces she-un in T2bb I A,IB c-TC.

5.2_2 T =dener Me$cd AI! se :p:2bie :nche s st::" N aW to uke :he spci:~ed ::: sic Ic2d 2pp' ed by cr.ns o f a te n.siccer De r+

ur ; -W lcadi to b-u.s.-d d

L:cd : Tick CA. :13 orIIC.

~

53 Aca pt::c-Cntern 5J.1 Torque T.: 5!ethcd An i.nsu3:a n: hor sha!? N cen d:rtd accepubb 'l ':.ik.n dces not orcur :iu: to con:n:: br 1kout, nicr bassst andlar bol: -o.::icn.

5 3J' Ten 2cr.e M::hN An i::s::2ed inder she be cc-M-red 2 cec;isbh if f:ihn: Joes not cec. du-to cocen te trakout cr echor N:2km *.d ir the proof

~

load s;ecRed n Ti& II A. TIE or UC is at::in?,

m,. m n 7, p'i.

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.,p:cific: tion N o. 6600-C-1305

- S.4 Testing Frequency

~

5.4.1 One out of each peut > of twenty andos, ins *.E d by each innder.

223 be ten-d in 2ccordance 'th the requients of Seetica 5.1 Tb anchen to N tes:ed shall te chosen in such a tra.nner to that all cachors 2:e adequate!y represented. If the ten andor sati:Ees the

- - 7 acceptance enteria of Section 53.all sachers 5 that g oep :re deemed

. acceptable.

7-

,7.._.

S 4.2 Should s test schor not W.isfy the sc:cpt=ce criteru of Scetien 5.3, the ir,stalkr 6:2 M identiGed 2nd Gre additbr.11 c: hors inn 23ed in

~ ' '

this graup by this i.nfic: 20.1 M tene' 5 zecordance with the requirem-nts of Section 5.2.

-(

5.4.3 Should di cf the Gye addition:.1 test anchen r.idy the acceptance

._~

cntma of Section 53,2Il rem:ining ancho s in that.t cep of 2nchc75 t.d1 be dee t-d 2:cepubk 2nd tes'.ing cd! proc::d in ::ccrdr.ce with the requrernects of Section 5.4.l.

5.4.4 Should ny or the :ddition2J test anchon deGned in Section 5.4.2 rail.

- ~

23 of 6e rernai _r:; 2nchors ins *2 Erd in this grot.p by iMs in:"Ber shall be t:ned in acecrd:nce *.dth the r:q.nremen's sf Sectic. 5.2. This m aDer 101 be r:qca!.iGed Mfctre he can centinue inr,II2 tion wcrk.

~ ' /*p'-

5.4.5 In the c:ne of Type 10 grouted anchos, the tenind may be conducted oc a roem by room bas s nther than by the inst 2Eer Au c$er

'pridsvons conceming test ne quency ;iven in'S:ctica 5.4.'1,5.4.2. 5.43"

~

[

rd 5.4.4 622 apply.

6.0 REPAIR OF ANGOR FAII.UP,li.S This secoca is ap;;Ecat ir to Cim 1 ;-d Non-Clan I cc:c; 6:5 2s de6ed in ,ecusa 2 0.

Tec 2-4:ot failtr-5 2y N apbced in w,rdance Mth Section: 6.1 ard 6.2. Ar.chos

~~-

uhich _.uot be repl: ed in x.:crd nc.: Mth the rea.:remen:: cf Secdor.s 5.12nd 6.2 may

}-

be rek<= led :s 2; pmed by is: ?mje,;: Eng 5 -

-.m

.w

~ - -

6.1 Exparden Anche::

6.I.I Fm dx to con:r:te brenc.ut x--

6.1.1.1 If fai:= oreur-d c.:: to eenmu creabut, stud a chors

.r r:2y N ::innfled predded th:t thz req ded embedment ts ebuinef Nya-d the bretkcut de;b.

....., m,, n u ;.

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5 408 089 e

mw*.

mmm

. peciEc3 don No. 6600 C-2305 6.1.1.

If failur c: curred due to concrete bredout sheu anchom ra2y not be reins *21!:d. Howev r. : stud :nchor of equiv21ent czpacity may N ins 'l'.ed at the n:ne loc:: ion prosided that the r queed embedraeat is obtal.,ed beyand the breakouI depth.

~

~

~

6.l.l.3 The broken out cor.cr:te shM1 be repaired by patein; in

,ccord-n ce with speciscaden 6500 4 1302 aft.:t the

' ~

rephcr~. :ct encher h2: beea installed.

-J..' '

6.I.2 F:11ure due 1o zac' or br-Ange.

6.1.2.1 If (dure oc. :rred due to ancher ba2h;, sitd anchors cuy

' Z~

~~

N remowd, the ho'e r:criUed 2nd the n:xt 127er si=: anchot

~~'

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t=tukd at the s:rne loc: Son p-orided that the intdty of

~

the sermunding concrete hr.s not Nen diswNd.

L.

6.1.2.2 If failure oec.:rred du: to andor bWr. sheU anchers may no: te ins:2Ged. How-ver, 2 stud :nchor of equin: cat

(,

espe:iry may N ir. abed provided that t'w required e:nbed:nent is obtined beyecd the tt:2kout depth.

6 f.23 - The tencrete s:zrface shdi N rem - by patdiag in

- ~

acccrd2:ce with SpeciG:::icn 660DC-2302 af ter th: :nchor

~

bolt hzs been ins:2"ed.

h-

/o-6.2 Type 10 G:tmted Ancher Bolts 62.1 F:i!ure due te eencrete br-deut.

6.2.1.1 If (ziture oc, tr'-d due to conc ::: br:2kout. an: hor: czy be r ~.stdjed provided th: Ib: reque d err.Ndrner.:i: obJ..ed c

\\$

a d

Y

+

=.

62.1.2 u ce=r- ~=ed u :o conn waw w w., a i.sufn =ent cor.c -;e Octc demd th banout to ob:,.

o;e. e.Dhed m e n t. O e t !!,e 2.'ChCr f.ccid te reloca'.ed.

70cc i: :s no: pr::ti:M to miosu :.N r.chor telt.

ecpi.weri:3 8.211 & 2 dred. Enc.emn; wd Lme:i;:ste the prebk= 2nd issued red.rd deuiu s reqm2.

...'[ -

6.2. I 3 The t-oken cu; cent-2 :.h2tt te re; =md by pa:e.::; in

c crune,- m th S ME s t.t--

W.CC 302 aft:r the re;k.cemen: echc: he N:n i t: 1:2d.

.m-d w

W TF f '._.. m, m a

.s.

"o

=

L 1St.F.Q.,

t N h8 m(

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6 408 090

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peci5 ::ian No. 660002305 6.22 F:llue: due ro anchor brca;-:.

6.1.2.!

If (2ihde cc. ur ed due to n: hor tmk:re. in: hors cuy be retc cated m arcordr,ce with Specfica:ian 6600-C.2316, 5-:tica 3.0.

6.2 3 Failure da: '.o asche-runicg.

6.2.3.1 if h2ure t;r*td due to ancher not teing capab'4 of res'ing Ins:al#cr. torque values down in TabL-s IA,IB or IC, anchor rr,2y be r-ins:4Ued in accociance with Scnon 4.,a.

7.0 DOCUMEbTATION This sectica b zpplicab'e caly to the Seicic C.s: I 2pplications e.s deru.d in Secdon 2.1.

7.E I::m3er qedif.cator. ::cra-3 7.2 Te:t Invec:ic Repc<t 7.2.1 ins:lller Nam:

7.2.2 Gem.:1 L: 2:fon 7.23 Test Result 7.2.4 Ic:vec c s Nme 7.2.5 D::: cf Test 73 F2iJed Anchor Tm Repen 73.1 I -*. C'en SA:te 73.2 E.uctLo:2mm of Tested Ancher 73 3 Repair Steps T.ita 7.3.4 1:Spe-:: cts Nan 2:

73 5 Date of Test

-.s.,

7.4 la Se m of Ty;e 10 g;u:ed :.,chc s, 6: i r: lien r.2r : will r.ot te re;.i ed.

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BECHTEL POWER CORPORATION s ?_u f~

AR'rLANSAS NUCLEAR ONE

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E-FIELD INSTRUCTION

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oef INSTALLATION OF CLASS I

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3-CONCRETE EXPANSION ANCHORS v '"

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/9 5-CONTROLLING SPECIFICATION 6600-C-2305

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CONTROLLINS"~T7t>%

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ARKANSAS POWER & LIGHT CO.

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ARKANSAS NUCLEAR ONE c*"5'-

UNIT TWO li08 n ext-2e x

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2FI-129. Rev. 5

y). [.

Mcy 20,1977 l

Page Two

=.

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l' INDEX tl it i

~

3 t

1. 0 Scope

2. G Assignment of Responsibilities 3.0 Acceptable Anchors

4. 0 Installation Procedures

.i f

5. C Inspection, Testing, Qualification and Documentation 6.0 Operational Flow l

7.0 Retro-fit Testing of Anchors I

1 A PPENDIC ES A.

Organization Chart B.

Installation Procedures l

C.

Installers Qualification Procedure pf p - 4.

g,3 i

D.

Retro-Fit Directive (6,9 I

,Q

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l r.

For21F e'h^s F.

EuYoer 5:an:ps

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i

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Test Proceduras

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X 2FI-129, Rev. 5

(

May 20,1977

.. n.u l Page Three u

l j

i.

I

]

e=

n 1.0 Scope l

T f

ji 1.1 This field instruction applies to all Class I anchors l

l installed or to be installed in Unit II by Bechtel forces i

L and HVAC subcontractor. Retro-fit test..ig of anchors I

f $i shall be per Section 7.0 4

1

1. 2 The cer_ trolling Specification is C-2305, latest revision.

3

}'

Refer thereto for all technical provisions.

1. b This F. I. covers all Field operations necessary to control 1

the qualification, installation, inspection, testing, recording, I

repairing, loggig and controls, documentation forms, review and docunentation turnover to Q. C.

2. 0 Assignment of responsil..lities for implementing and monitoring this instruction are as follov.s:

2.1 The Project Field Engineer shall designate Field Engineers to implement. co-ordinate and monitor this FI........

2. 2 The discipline Field Engineer s'.211.

i 2.2.1 Initia:e recuests for intal'.:r qm pmtion as g

rec.ues ed bv s':perintendent.

l l

2.2.2 Initiate productio.. installatioc..

I' 2.2.3 Ei:her u:ilize availau d.T&.gs ands'or date cards or have them prepared that vill mdicate the installa-i j

tion area. Detail arJ dcscri, tion shall be sufficient 1

'o? df4

=

=--

.- f 2FI-129, Rev. 5 F

.i;-l i May 20,1977 Fage Four

--i j

a. <

l d

• l l}

so that anchors can be identified. The drawing shall j

I t

}j have the following data: (See rubber stamp, Appendix F) 4 i

eij a.

Installers name and brass no.

b.

No. of Anchors and Room No.

1 l

c.

Type and size of Anchor i

e l

1 i

i d.

Embedment of S:ud Anchors l

9 I

[

e.

Field Engineers signature l

1 1

f.

Work week date j

1

2. 3 The Expansion AncFcr Control Engineer shall: (F. A. C. Engr. )

,l 2.3.1 Receive the Drniing ar d data from the discipline l

Engineer.

~l

/5-2.3.2 Select the anchor to be tested. Anchors will be i

I selected so that all anchors are adequately represented. !.

The selectior. is made by viewing, in the field, the portion cf supports,eich are beinc quali' led b. the test.

O I

l An anchor is selec:.ec, case; cn juc;emer:, so t.nat :ne i

I various combinations of installati:n posi:icns and E

I difficultv of installatior are represen:ed ciurinc-the o

testing program.

i 2.3.3 Logs the anchor against the ins: aller (Farr: 2FI-129-1) 2.3.4 Issues the test repor: (Form 2FI-129-2) to tne : teld Test Engineer Ther required to meet the test frequency.

}

2.3.5 Review the test report for completer.ess and concurrence, 408 099 I

and init. l repor.

.. ia u.

t --

Z; 2FI-129, Rev. 5 j

dy '

May 20,1977 l

Page Five i

t i

t

~

s 2

0 2.3.6 Record Test Data on Form 2FI-129-1 j

i 4 1

- t

[

ii 2.3.7 Assemble the documentation package and forward-

}

l to the designated reviewing engineer, fi i

i l

2. 4 The Field Test Engineer shall:

i l

2.4.1 Arrange for a test crew.

i 2.4.2 Determine that there is proper access to the designated i

i 4

I 4

anchor.

[

5 i

0 t

i 2.4.3 Visually ir.rcect the test anchor.

a I'

li 2.4.4 Witness the anchor test.

j 2.4.5 Complete the test report, sign it anci return it to the I

l E. A. C. Engineer, I

l l

2.4.6 Should a test anchor fail, he shall initiate and complete j

ei the failed expansion anchor report (Form 2FI-129-3) i n

l covering additional tests and retests after reinstallation.1 l

He shall also prepare ar.<CR should it be rec.uired.

o I

l o.

2...-

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o.., u n.., #. ;.-., c

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a

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w. n..- c_.,, c..,.... a,,..., m.. e..;.... 3,, 3,_

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complete, he shall i.-itial it and turn the pac'. age over to Q. C, 8

l 3.0 Accepta' ale anchors use' - this prof e ' e," be limited to these listed below:

l 1

3.1 Wej-it Stud Anchor 106 l

3. 2 Phillip Wedge or Stud Anchor nno 08 2

---

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2FI-129, Rev. 5 n,yj May 20,1977 l

_. _ l Page Six.---

l

--vi 1

I i!

3.3 Phillip Self-drillir.g Snap-off or Flush Tyne Shell Anchor.

b; i

3. 4 Hilti Kwik-Bolts Stud Anchor.

[

4. 0 Installation procedures for each of the above listed anchor types are found in Appendix B.

These procedures shall be followed for all i

l ancher ins:allations. Should any deviation be required, prior i

written approval shall be obtained through the Discipline Field Engineer 8

l l

to the Reviewing Engineer.

a I

l 5.0 Inspection, testing, qualification and documentation.

.I a

l 5.1 Inspection shall be by the Discipline Field Engineer per l

l Spec. C-2305.

-i

5. 2 Testing, retesting and repair of anchors shall be per the requirements of the Spec. C-2305 and test procedures:in I

l Appendix G.

3 1

1 5.3 Installer Qualification Procedure is included as A cendix C

.l l

1 utill:1ng r orm 2FI-129-4. (Cor:pleted forms shall be kept 1

I m the O. C. vault.)

l I

e l

5.4 Documer.:a: ion - Eaf., package shal'. i.c'.;de fo'.lowir.g forms; i

j

0. 4.1 Tes: Inspection Reper: (Form 2FI-129-2) l l

5.4.2 Expansica Anchor Ec'.t Installers Status Recort i

j (Form 2FI-129-1) e

c. 4. 3 Failed Anchor Test Report - as required (Form i

9

o. r. i_ i n o _ w, I

j 408 101 i

i

2FI-129, Rev. 5 May 20,1977.' ~

Page Sevec

6. 0 Operational flow shall be as outli".ed on the Data and Document Flo;z Diagram (net sheet).

d 7.0 Retro-fit testing of anchors shall be by SFHO directive incorporated as Appendix D.

8.0 Time Schedule to put C-2305 and this FI into affect shall be as follows:

8.1 Installer cualifications ma begin on FI issue date.

8. 2 Full progra.m initiation shall commence four weeks after FI issue date. All anchors installed prior to full program initiation shall be retro-fit.

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2FI-129, Re'.

5 hIay 20,1977 APPENDICES INDEX A.

Organization Chart B.

Installation Procedures 1.

Phillips Flush Type 2.

Phillips Self-Drilling Snap-Off T37e 3.

Phillips Wedge Anchor 4.

Wej-it Stud Anchor 5.

Hilti's Kwik-Bolt Stud Anchor C.

Installers Qualificatior Procedure D.

Retro-Fit Directive 1.

E. H. Smith's LIemo FAI-2-1091 2.

E. H. Smith's Alemo F31-2-1200

/4'.

3.

E H. Smith's.'.lemo F31-2-2749 u

E.

Forms 1.

2 FI-129-1 Installers Status Report 2.

2FI-129 -2 Anchor Test Papert 3.

2 FI-129-3 Failed Expansicn Anchor Re, cort 4

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0..: 1-1.o. c -

_r. x _ :e-n..

c.

s.

n:

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1. 2 F

Rubber S: amp G.

Test Procedures 1.

Torque Wrench Test Procedure 2.

Tensica Test Procedure 403 104 ee me,

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• APPEuoix A

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403 105

APPENDIX 13 f

s f.

EXPANSION ANCHOR IMSTALLATION PF.OCEDURE r.

mJ

-I 1.

Anchor Type - Philiips Flush Type 5

2.

Anchor Dia. - 3/8" through 7 /8"

(-

3.

Installation requirements (por C-2305, Tab!c I)

,=

N

, IJ C.

2, i ?

Ancher Tightening Minimum M inimum i

Dia.

Tortme Embeinent C to C Spacmg Ecige Dist.

Inches FT-LB Inches Inches Inches

%I Concrete Tyce B. C, & E' D

l S e/o "

E s

o

,n E 's 3/S

-25 25-35 3 3/4 1-7 /8 2-o_

1 2

o -ca co-6-0

((

5/8 S0 -85 85-90 6-1/4 3-1/3

?

3/4 125 -150 150-175 7-1/2 3-3/4

5. sf 7/S 200 -210 210-250 8-3/4 4-3/8 c-c

.-- i

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m 0,,:%.

cm.m c,s.o. t.=.n.g,.;.w e,

g't.ter t Ci aq e us<e - r"J tv*y imp 4Cf h e m-cr. N' C 't dep th h C 4 FC t t s cet1 erC* tor e'ty'*6 trics t ett 1.3 *',

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APPENDIX B

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1 EXPAESION ANCHOP I'!5TALLATION PROCEDURE 3s v

s s,,.:

5 1.

Anchor Type - Phillips seli-drilling sr.ap-off type 3 -2 2.

Anchor Dia.

3/3 through 7 /S"

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Installation requirements (per C-2305, Table I) s Ei u

s g

=..,

r

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9 Tightening Minimum hIinin"m2 s

7, IE Anchor C(

Dia.

Torque Embednent C to C spac..p.;

z' age Dist.

FT-LB Inches Inches laches 3I Inches

=. ~.

.c-Ccnc rete Type =>, L,6L D

o i~

3'/ 3

-25 25 3-3/4 1-7/8 5

2-1/2

~f 5

~1/ 2 45-55 55-65 jE 5/8 80-85 85-90 6-1/4 3-1/8 2s 3 '/4 125-150' 150-175 7-1/2 3-3/4

[_f 7/8 200-210 210-250 8-3/4 4-3/3 a

.<2 (1) 0,i : * :n anchor vs.c; 'M C m Cl bo.escr..c: ain S 52 iE '3"; csr (3) P' :e re' ;,:v;,:s acce and o

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agr axr ces.r.y *..a a

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trem w 'ne of conc. e v. ir craw

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l APPENDN B 5

. t EXPANSION ANCHOR INSTALLATION PROCEDURE

= ?

a.

>=

~,~

_.;i 1.

Anchor Type - Phillips Wedge Anchor 5{

2.

Anchor Dia.

3/0" through it'

'E 2 3.

Installation requirements (per C-2305, Table I)

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,- a c

r. -

6 i E.

Anchor Tir;htenine-Minimum Minimum j

,6 o

-'E Dia.

Torque Embeciment

_C to C Spacuig Ecge Dist.

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o

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'i-1/2 3-3/4 4-1/2 10 o

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250 -27 5 P>75-300 -

1/o lo _1'/o S-1/4-J l F-0-

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EXPAI'S:ON ANCHOR INSTALLATION PROCEDURE

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Anchor Tvpe - Wei-it Stud Anchor s -5 2.

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O.3:LL - Si-'n c r 4 2 h ate the INS ERT - Drive the K'.' ilk-ANCHOR - Merely t:chten the

m e di, mete :s r.c K'.'!!N-EOLT far enough irt the h:'c nut Resistance v.in incrc: ace E C LT Oc n't "<c r y 250' t dnh-so that at ler* six inreccs are rc;;id'y af ter tre third or f 0erth ir.; '00 ccc - K' ',T-C-3 C ' T bc.Cw the tea surf acc Of the turr '

v.orks in a :cMcm'ess" ho;e.

fixture.

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2 FI-129, Rev. 5

,.a.y,- h,9 u.,--,

ai APPENDLX C CONCRETE EXPANSION ANCHOR INSTALLER QUALIFICATION PROCEDURE

1. 0 Proccdure for quali.fication of installer of concrete expansion type shell or stud anchors per Specification C-2305 Installer qualification under this procedure is required for Class I and Non-Class I Ancher Installations.

2. 0 Prior to the installation of production Concrete Expansion Anchors, the installer shall be qual:fmd under this procedure in the presence d,

of the Field Test En<,ineer.

3.0 Test Anchors may 'oe production anchors or anchors installed in a test block at the Field Test Engineer's discretion.

4.0 The installer shall install two (2) anchors of the type, size and position most frequently installed by applicants craft and one (1) anchor of the type, size, and positica specified by the testing enginee r.

5.0 Acceptance criteria cf qualification test anchors shall be in acccrdance rith Specificati n C-2305, Sectica 5. 3.

e. n

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_a.

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t.'.=.

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b c-..".u-., a d m

m three if tests in #, twelve (12) month pericd begin.ing on date of first test. Shour_ an applicant fail to ualif;. he will not be allowed :c m2:2'.1 an'. Class I or Nun Class I anchore.

.5 7.0 Q=lificati"' Reccrd sh'.ll be '-:ep: cn file in the Q. C. Vault.

The document 'Wrm 2Fb129-4) shall be completely filled cut, dated =i signr1 b. iesting engineer.

,. C. Jc,..1 c.,,,

2FI-129, Rev. 5 3 127 20 1977. '_077

/

8. 0 An installer qualified under this procedure shall be eligible to install any type of anchor for duration of project unless it has been found during production testing that two (2) anchors failed tes:ing out of any one anchor group. An installer shall be re-qualified if his inactivity exceeds twelve (12) rnot.2hs.

60,O I ) '"

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"C" Sht. 2 of 2

Bechtel Power Corporation 9

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InteroffiCC Mornorandurn

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Davis r.ie u C-2 3 0 5 q,__

, j/ / *,

te Tschancas Nucle:r One - Unit 2 February 24, 197 s[

cm

. 'QE

Job GGCO-002 - Installation of Concrete Exocasion Tyoe Anchors.

E.

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.s,.,.,

.. ~. a-. i. s. c..

t.

San Francisco Division Cf

' L o g' :

FM-2-1091 c,'

fMR 3 12 /b MET 29/A19 m 4418 coem G.

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ers.. ei n..

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. r..3. u h,. Ginn e ttu w m.

,. ',u n: wmD ao h.

Lam GS0 -

u

Reference:

Refer to your I C S' FME-2-532 and F"E-2 ^SS.

Your, comments in ICM F".E-2-853 and FME-2-SSS ha-e in general been adopted, except that on icem 4.1 in both memos.

We

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m a

of excansion bolts.

In c:de; to avoid a s ir.il a r. 'ilure as encountered on Unit One, we feel up a r a d i ng of the :nstallation 4

is essentla3 The following directi.ve concerning testing shall be applied to the e x o. a n s i o n anchors alreadv. installed:

1.0 Specification 6600-C-2305 shall be the controllinc d e r. ". _ o_.. ~_

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q cun c' anchot is not recuirca and t.e n t qcoup: : S : t '.1 he a c.er ned ir

._eb 4.0 ebove.

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) i 408 li5 2FI-129. Re'.

5 i m.n 1. :

"D" Sht.1 of 4

f C

t

~[.

E.' Davis February 24, 1975

(

(File: C-2305)

Page

....2 i

i t[

6.0 Documenta. tion required.

6.1 Test Inspection Report 6.1.1 Inspector's Name 6.1.2 General Location 6.1.3 Test. Result 6.2 Failed Anchor Test Report 6.2.1 Inspector's Name 6.2.2 Exact Locaion of Tested Anchor

-f6.2.3 Installer's Name d-Steos Taken % g Pg M,/ q..

6.2.4 Recair

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ed O

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Bechte! Power Corporation In!CTOifiCO Iv'iOmCrandum f.

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s au Arkansas 17uclear One - Unit 2 Apr il 17, 1975 cm Job 6G00-2-Installation of Concrete Expansion Tvce Anchors E.

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FM-2-1200 San Francisco Division Cf MET 29/A19 gu 1846 cr evo W.

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References:

(a)

FSE-2-956, dated tarch 21, 1975.

(b)

FM-2-1091, dated February 24, 1975.

The co n c r e t_e e x o.a n s i2Lc.n ch o r i.n s t a.l..l. e.r. _c.u. a l i f i c a t i o n crocedure tn_ Bererence (a)_ is a m o r e v e c_.R.ii n ?;.: _c_o n e n.t.

wi a t t a c n ec.

Revision 3 of Specification 6600-C-2305 is cresently bcing cr e-pared and will be issued in the very near future.

This revision eliminates excessive sliccage as an anchor fa:. lure code and allows the prcductica cnchcrs to b2 utill:ei as the te st ancior as an alternate to the use of test blochs.

He hereby delete Item 6.2.3 " Installer s Sa.e" from the d ir ec t ive for acceptance of existing anchors wnich v;a s included with Re-ference (b:.

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.Becht.el PowerCor_ _. _ _ radon Interoffice Memorandum x

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Davis Fde s J-2-296, J-5800 5-W Arka.nsas Nuclear One - Unit 2 A.cril 15 1977 I

Job 6600 Anchor Bolts, Corrective Action for Audit Fm, E.

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Snith Peport QFR 2-.42 d

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ncvance copies or. t.ne revisec cetal_,s are ectached for your information. - -. - - - _... -.. -.

Field is hereby directed to select at r a n d c n,. one in twenty o'

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2FI-129, Rev. 5 May 20,1977 + A P PE NDIX " F" INSTALLERS NAME ERA 55 NC NUMBER OF ANCHCRS RCOM NC. TYPE ANCHCR S!!E ANCHbi EMBEDMENT OF STUD ANCHGR FIELD ENG;NEERS S'GNATURE WORK CCt.9LETED IN WEEK CF DA: AQQ 19f 'l U U lil

APPENDIX G TEST PROCEDUPIS 1. Torque Wrench Test 1.1 Loosen the nut about 1/4 turn.

1. 2 Retighten to approx original position noting max. tighten-ing torcue.. Record value on form 2FI-129-2. Do not exceed values shown in Table I, Spec. C-2305.

1. 3 An ustalled expansion type anchor bolt shall be considered acceptable if a failure does not occur due to concrete break-out or anchor breakage.

1. 4 Special instruction when testing Phillips flush type and self-drilling type anchors.

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1. 4.1 Determine if anchor is " recessed or flush or projecting" 1.4.2 Should the anchor be " flash or projecting", a 1/S" thick slotted washer shall be installed between the concrete Sarface and the fixture.

1.4.3 Tighten bolt to the value shcwn in Table I Spec. C-2305. Record torque value en Form 2FI-129-2. 2. Tension Test Procedure 2.1 Flush and self-drilling type anchors.:chere a bolt is required. !) */ 903 AP (Cent'd. ) i / i "G" 1 of 4

May 20,1977 , 2.1.1 Remove the bolt and determine if a slotted washer is required between concrete surface and fi <ture (see 1. 5 above). Install a stud and nut. Torque the nut to the values shown on Table I, Specification C-2305. 2.1.2 Add a coupling nut to the stud, turning down a min. of I stud diameter. Screw in a pull rod (min.1 dia. ) and set tensioning device crer pull rod. Secure pull rod by tightening wing nut against jack cylinder. Adjust the three legs to minimize bendin, in the an'.or and pull rod. 2.1.3 Apply the tension load per Table II, Specification C-2305. Record value onTest Report.

2. 2 Stud Type Anchors 2.2.1 Either add a coupling nut or remove existing nut and add a coupling Tut depending on available f ee ad leng-h (min. lench is cne bolt dia. ).

Washers may be used as required. Ti;;hten n.: to values shc-n on Table I, Specification C-2305. Prcceed as outlined in 2.1. 2 above. An installed e:cpansicn type anchor bolttensicr tested shall be considered acceptable :f a failure dces net occur due to concrete breakout er anchor creakage and if the 41O i ') 7)

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May 20,' 1977 / s-proof load specified in Table 2 is attained.

2. 4 The next sheet depicts a test set up.

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.- g scate j;EconE) caAws Icu,,-- l 6 cmp l n-cms: cacs .oa so. 6600 - ' / @pye,. ARKANSAS POWER & LIGHT CO. CR AntNG NO. REV. ECM.,).T ARKANS.AS NUCLEAR ONE c m d i-1___ /29 a ( w UNIT TWO . ~~ .- - s. a E3 D ' .. -.}}