ML20082G698

From kanterella
Jump to navigation Jump to search
NMSS Equipment Qualification for Temp Element
ML20082G698
Person / Time
Site: LaSalle  Constellation icon.png
Issue date: 05/12/1981
From: Chong Fang L
SARGENT & LUNDY, INC.
To:
Shared Package
ML20082G653 List:
References
NUDOCS 8311300302
Download: ML20082G698 (6)
v • d • e


Text

- - _ - _ _ _ _ _ _ _ _

=

,4 Safety-Related O Active

",l

@ Passive 9

COMMONWEALTH EDISON COMPAllY LA SALLE COUNTY NUCLEAR STATIONS 6093-00

~

NSSS EQUIPMENT QUALIFICATION Equipmenc Name: Temperature Element Equipment Number: B21-N004 A/H, J/N, P, R, S, U & V.

Manufacturer:

Pyco Model Number: 133D9679 This folder contains the following Qual.ification Documents for the above equipment.

1. SQRT Form & Table I.

)

2. Seismic Qualification
3. EMD File # 019856
4. # 912-E31-N*3-P6-dated 3-15-76
5. GE Drawing # 133D9679, Rev.# 2.

6.

7.

8.

9.

10.

E

//f[fo EM File FI'# ~ 'I'#1 Reviewed by: 6/

C#-

Date hp Datef /2,-J'l Page 1 of /

'q)

Approved by:

8311300302 831128 DR ADOCK 05000373 PDR t

'~

LA SALLE HUCLEAR STATIONS' UNIT 182 I

NSSS EQUIPMENT QUALIFICATION

SUMMARY

EQUIPMENT NAME : Temperature Element

  1. 133D9679 EQUIPMENT NO: B21-N004 A/H, J/N, P, R, S, U, V.

LOCATION: Primary Containment, PC-4, Locally mounted on pipe.

EQUIPMENT CLASSIFICATION:

O ACTIVE S PASSIVE QUALIFICATION METHOD: Simplified dynamic analysis using high seismic g' values QUALIFICATION DOCUMENT

REFERENCES:

~

1. Seismic Qualification
2. EMD File # 019856
3. # 912-E31-N*3-P6 - dated 3-15-76 1
4. GE Drawing # 133D9679 Rev.2.

5.

6.

7.

8.

9.

E.

LOAD COMBINATIONS CONSIDERED IN QUALIFICATION:

1.

Normal Operating Loads + OBE +

RVASY-TQ + SRVALL-TO ENVELOP l

2.

Normal Operating Loads + SSE + COLEVY-2+ SRVASYlTQ+b ALL-TO ENVELOP

~

3.- Normal Operating Loads + SSE+ Chugging + SRVASY-TQ + SRVALL-TC ENVELOP 4.

Normal Operating Loads + SSE + AP 5.

Normal Operating Loads + SSE + COLEVY-1 OUAllFICATION:

5[

Date y/f/fo PREPARED BY:

v/7/fo SARGETJT S LUNDY REVIEUED BY: (/g

/ #J -

Date d

AffRd

  • 6 -

06Tt'

!; *;*i"f ;

1

),'

-]

l QUALIFICATION

SUMMARY

l l

Seismic Qualification Method:

1. Natural frequency calculated:

l Thermowell:

ncs

= 396.5 Hz

= 387.4 Hz

nss

~

[ Wake = 287.0 Hz I

cs l

l

[ Wake = 266.7 Hz ss 1

l l

Temperature Element:

1 79 Hz mode # 1 r.n

=

l b

=1189 Hz mode # 2 i

i

2. Simplified dynamic analysis using 10g's in each of the 2 horizontal and 1 vertical directions.
3. 10 g's acceleration used 1s sufficient to account for the 3

amplification from the piping system.

l l

l

4. Acceleration from piping analysis at the temperature element

(

locatiom are not expected to exceed 6 g's in each direction.

f l

1 Ref.: EMD File No. 0303b3 SARGE *JT LUilDY l l l

n N G'Na e m s Lj

,g_

_m

_r t* "

- M wd

I I

% = =. -

x

. mm%,,_

Oualification surmn,/ of 12:uitrent_

l i

i a

e ounty H 2 Type:

s I.

Plant Nane:

4 CECO WR o

l 1.

Utility:

GE j

2.

NSSS; g

i 1

3.

A-E:

i

_i J

Temperature Element II.

Conponent Ftme f~

f 1.

bbdel IAmber 133D9679 Quantity:

I*

f 2.

Vendor Pyco r

i If the conponent is a cabinet or panel, nanc and rodel tb. of 3.

the devices included:

N.A.

[

  1. 2)g'

~

[

See drawings (Ref.

l 4.

Physical Description a.

Appearance b.

Dinensions Temp. Element Approx. 5 lb.

[

c.

Weight

~

l

)

5.

Iocation: Building:

Primary Containment Locally mounted on Pipe fl, Elevation; j

I 6.

Field bbunting Conditions [ ]

Bolt (No.

, Size

)

l c

Thermowell welded to pipe

[ X]

Weld (Iength

)

Threaded l

Temp. Element with Threaded [X]

Thermowell: 3 9 6/ss

7. Conn 14atural Frequencies in Each Direction:

-Ec, W/c s f'

Temp. Elemgnt: 79Hz in Mode [-

hl:

h2:

i1 Y

i Measure Temperature of i

8.

a.

Functional

Description:

q l

i l

Fluid in Pipe i

b.

Is the equipTent required for[ libt Standby [ ] Cold j

l Shutdavt

[ laoth l

DO PASSIVE l

9.

Pertinent Reference Design Specifications:

I 1

a_

l 1

2 SARGEi1T - LUi!DY l!,j

Reference:

DD File Ib. oso369 E N Q iN f' E pa e u f g i

f

- '=

-7M-mW w

-y w..

.-n--~.

.a

.~

m.-o.,r.__.

'g i

s k

III. Is Equipr:ent Available for Insocc. tion in the Plant:

[X] Yes

[ ] bb I

Ccaments:

Q Q

t IV.

Equipnnnt Qualification Method:

Test:

Analysis:

Simplified dynamic I

i, J

Ctxtbination of 'Ibst and Analysis:

s i

Sargent & Lundy EMd -

[

Test and/or Analysis by i

(nanc of Conpany or laboratory & Paport tb.)

i C

V.

Vibration Input:

)

J Ioads considered 1.[ ] Seismic only 2.[ ] Hydrodynrtic only 3.[] Explosive s

1.

only

[

1&2 4.[ ] Other (Specify) 5.! J (batination of g

2.

Required Fesponse Spectra (attach the graphs):

s N

N.A.

~

N.A.

3.

Pequired Acceleration in Each Direction:

hl =

h2 =

V=

N.A.

VI.

If Qualification by Test, then Complete:

?

n, 1.

[ ] Single Frequency

[ ] Multi-Frequency l

j 2.

[ ] Single Axis

[ ] Multi-Axis I

2 3.

Frequency Rtre,0:

s TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS graptu:

4.

I J tb 5

h1 =

h2 =

V=

5.

g-level Test at i

t 6.

Iaboratory bbunting:

1,

[ ] Bolt (No.

Size

)

[ ] Weld (Inngth

)[ ]

f i

\\

k

)

7.

Functional operability verified:

[ ] Yes

[ ] tb [ ] tbt Applicable i:

1 i

Other tests perforned (such as fragility test, including results) 8.

't if SARGENT ~ LUilDY l,]

reference: no Pile re.03c369 ;

= ~ o m.c o.u i; i

-:- m -__-~ ~ r n,r m v.u-n m := -_,..

a. - - _ _--.=__ -- m x-, z. m

,:r:r=

tw~-:x,1.,--

l;. o..

  • m,m

_ _m _,,.-m m,,,,,,

..,,,,,,,,,.:s-----.---

i l

VIl.

- If Otnlification by Analysis or by the Conbimtion of Test and Analysis,thc; 9l 3

canpletp1 N.A.

l.

Description of Test including Results:

1 2.

Method of Analysis:

Simplified i

[ ] Static Analysis

[ ] Equivalent Static Analysis [X] Dyna:ric I

k Analysis

[ ] Response Spectrum [ ] Tine-liistory

{

Temperature 3.

Mxlel Type:

[ ] 3D

[X] 2D-Element fX]lD-Thermowell

[ ] Finite Elenent[ ] Beam

[ ] Closed Form Solution::

c

(

N.A.

4.

[ ] Conputer Codes:

Frequency Pange and No. of nodes considered:

[ -] Iland Calculat' ions N.A.

5.

Danping:

High g-values used to f

6.

Support considerations in the nodel:

account for piping nexicili ;y.

6 l

1 7.

Critical Structural Elermnts: Governing Seismic Total Stress A.

Identification location Restonse Ocabination Stress Stress Allcstble Thermowell: @ Socket Weld:

SA-105 Smax= 11409. 95 <17,500 (Critical Materials used)

SA-182-F304 gax= 10704.03 (15,900 25123.36 ( 27,000 Temperature @ Temp. Element &

S

=

max Elemerit :

Extension Pipe.

3012.78 ( 18,000

@ Extension Pipe &

S

=

max Socket Weld Wall mounted Temp. Indicator Smax=

551.49 < 9,000

(#8-32UNC Bolt)

B. Max. Deflection Location Effect Uron Function 1 Oneracill:v i

N.A.

-a SARGEi!T - 1.UMDY lm Reference; DD File N3. 0303u1

_3_

. m a,p. ~4.

- - MITd E_h h

)

[

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Retrieved from "https://kanterella.com/w/index.php?title=ML20082G698&oldid=4372197"