ML20237J220
| ML20237J220 | |
| Person / Time | |
|---|---|
| Site: | National Bureau of Standards Reactor |
| Issue date: | 02/28/1987 |
| From: | Chon S, Karkhanis A BURNS & ROE CO. |
| To: | |
| Shared Package | |
| ML20237J202 | List: |
| References | |
| NUDOCS 8708180031 | |
| Download: ML20237J220 (38) | |
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STUDY REPORT PENETRATIONS IN REACTOR BUILDING FOR I
NEW HOT PLUG STORAGE, HEAT EXCHANGER VAULT AND NEUTRON. BEAM TUBES 1
PREPARED FOR THE NATIONAL BUREAU OF STANDARDS GAITHERSBURG, MARYLAND 1
PREPARED BY: 'A. b M s REVIEWED BY: 3. t:u.
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APPROVED BY:
i 5
FEBRUARY, 1987 j
BURNS AND ROE COMPANY 800 KINDERKAMACK ROAD ORADELL, NEW JERSEY 07649 8708180031 87
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i CONTENTS TITLE PAGE I
1.0 INTRODUCTION
1 l
2.0
. OBJECTIVES, CONSTRAINTS, AND ASSUMPTIONS 2
.2.1 Objectives 2
r l
l 2.2-Constraints 2
2.3 Assumptions 3
1 3.0 DISCUSSIONS 3'
1 1
3.1
- Penetrations in the West Wall.for New Hot Plug Storage 4
3.2-Penetrations in the North Wall for Neutron Beam Tubes 6
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l 3.3 Penetrations in the West Wall for New-Heat i
Exchanger Vault 7
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4.0 CONCLUSION
S AND RECOMMENDATIONS 8
4.1 Conclusions 8-4.2 Recommendations 8'
5.0 REFERENCES
11 a
APPENDIX A - Burns and Roe Calculations for NBS - Reactor Building - Penetration Study 12
- Penetrations for a new hot plug storage have been deleted'so this section i
is not applicable.
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1.0 INTRODUCTION
i Burns and noe (B&R) has been contracted by the National Bureau of Standards (NBS) to conduct an engineering study for the structural aspects of boring holes through the confinement existing reactor building, in connection with the proposed 3
l new' hot. plug storage, heat exchanger v6 ult, and the neutron i
beam tube penetrations through the existing hot plug j
l s torag e.
- The new hot plug storage is located adjacent. to the west' wall of the reactor building.
New storage liners, similar q
to those in the existing hot plug storage, are required at the north side of_the reactor.
The west wall will therefore j
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need penetrations to accommodate these liners.
The new heat exchanger vault is also located adjacent to the west wall directly below the new hot plug storage.
Penetrations are required for providing access to the new l
I vault and for the new piping systems.
The penetrations for neutron beam. tubes are required at the north side of the reactor building through the existing hot plug storage.
Here the concrete wall is 24 feet thick and steel utorage liners are embedded in this wall.
Neutron beam tubes will be passing through this concrete wall in radial directions from a common source near the center of-the. reactor.
- This paragraph no longer applicable 1
i This study evaluates the existing 'oads and resisting capa-cities of the walls affected by these penetrations and pro-vides methods of making these penetrations without adversely af fecting the structural integrity of the reactor building.
i 2.0 OBJECTIVES, CONSTRAINTS, AND ASSUMPTIONS i
l l
2.1 Objectives o
To evaluate the effect of new penetrations, which require cutting of rebars, on the structural design of the j
existing walls of the reactor building.
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To provide methods of making these penetrations without l
o compromising the structural integrity of the reactor con-i finement building.
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2.2 Constraints o
The location and size of penetrations for the neutron be am tubes shall be as shown in drawings NGH-S-003 (Ref.
5.2) provided by NBS.
- o The location and size of penetrations for the new hot plug storage shall be as shown on B&R drawing C002, Rev.
A (Ref. 5.3) with the following modifications:
a.
Delete the top row of the penetrations.
b.
Relocate the hot pl ug storage, moving it appn.xima-tely 13' feet towards north to suit the revised loca-tion of the heat exchanger vault below it.
2
- This paragraph no longer applicable
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1 2.3 Assumptions o
For the areas of the existing reactor confinement
' building affected by the new penetrations, the' design conditions, loads, concrete thicknesses and rebar sizes and spacings are assumed. to be as shown on existing B&R drawings (Ref. 5.4) and as indicated in the existing B&R calculations. (Ref. 5.5), both of which were provided. from l
NBS files.
o The seismic criteria assumed for the evaluation of the walls affected by the new penetrations.are consistent with the statement included in Section 3, Para. 3.2.1.2 of the NBS Report #8998 (Ref. 5.6).
3.0 DISCUSSIONS As noted earlier in the introduction, penetrations are required in the west wall of the reactor confinement building below and above floor elevation 428'-0", and through the existing hot plug storage wall at the north side of the reactor.
The west wall is a 2'-0" thick reinforced.
concrete wall with steel reinforcing bars at both faces.
The existing hot plug storage wall at the north side is 24'-0" concrete with reinforcing bars at both faces.
This wall also contains steel liners of various sizes and thicknesses presently used for hot plug storage.
The most suitable method to make-these penetrations in concrete, without damaging the surrounding concrete, is by 3
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l core drilling.
Concrete core drill'ing can be used to make circular holes of various diameters.
Larger or' non-circular holes can be made from several' small diameter holes.
For
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.i drillingoin reinforced concrete walls, drills'are available to cut through steel rebars.
Core drilled holes are l
generally clean-cut holes of uniform diameter, Drilling penetrations in reinforced - concrete walls, par-ticularly when.a number of main reinforcing ' bars are cut, will weaken the wall,.thereby reducing -its; load carrying.
capacity.
It is therefore important to' limit the number of rebars to be cut.
It is a recommended practice to locate existing rebars in the wall with help of metal detecting equipment and' prepare a rebar map of the area, so that' minor adjustments can be made; to penetration locations, to mini-mize cutting. of rebars.
Appendix A to'this report includes the calculations prepared to verify that, after making the proposed penetrations, the-structural integrity of th'e individual walls and the reactor building is not adversely affected.
- 3.1 Penetrations in the West Wall for New Hot' Plug Storage l
B&R drawing 7-3-6 (Re f. 5.4 ) for the existing facility shows the arrangement of the liners for the existing hot plug stor ge at the north side of the reactor.
This arrangement was not acceptable for the new hot plug storage at the west 4
- This section no longer applicable
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k side, since's the new openEngs in the west wall will be veqy close to each other and will necessitate cutting most of the >
y reinforcing bars in the wall, thereby weakening the wall significantly.
An alternative arrangement was shown on B&R drawing C004 (Ref. 5.3) wnich showed 4 horizontal rows
~
Iinstead of 3 to increase spacing between vertical rows.
Subsequent discussions with NBS revealed that the top row of
'the liners from drawing C004 can be eliminated.
The i
penetrations required in the west wall for the resulting
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' t 'f N number of liners and their arrangement is shown on B&R I ' ';
drawing C006 lRef. 5.7).
The p uetration size is obt..ned by adding, for groating, a minimum of,one inch to the outside dian.eter of the liner and roundin3 dpwards to arrive at a standard core bore diameter.
The new 2 '-C",x 2'-67 penetration required for #1 cryogenic liner is aligned wikh an existing 2'- A' x 2'-0" penetration in this wall so that the existing penetration is part of the i-f' new penetre. tion.
The calculations to check that the struc-tural integrity of the west wall is not adversely affected af ter making these new penetrations are included as Appendix A to this report.
These calculation., show that a 1/4" thick
' steel reinforcing, plate ~is required at the inside f ace of
,j the wall:to replace the cut rebars.
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Thc/stk>el 'hiners wil.1 ha'he to be in place before placing the honcre/y n)r the '?' w hot plug storage outside the west wall e
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and therefore the penetrations in the west wall will have to i
be made before starting the construction of the hot plug storage outside.
These penetrations could be covered with s teel pl a..., as is presently done for the existing 2'-0" x
1 2'-0" penetration, till the new liners are ready for 1
installation.
The existing conduits and other miscellaneous
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l items presently attached to the inside face of the west wall will have to be relocated away from the penetration area.
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3.2 Penetrations in the North Wall for Neutron Beam Tubes The required arrangement of neutron beam tubes is shown on NBS drawing NGH-S-003 dated 2-4-87 (Ref. 5.2).
This drawing l
is used to detail the arrangement of penetrations in the north wall of the reactor building as shown on B&R drawing C006 (Ref. 5.7).
The size of these penetrations, shown as l'-6" diameter, is based on the NBS requirement of a 1'-4" diameter stainless steel liner inside these penetrations.
For the_first 2'-6" from the inside face of the wall, a 9" diameter liner is acceptable and therefore penetration size is reduced to 10" dianeter, which will help in reducing the number of rebars to be cut in this area.
Removing the existing embedded storage liners in this wall 1
will be difficult and damaging to the surrounding concrete.
It is expedient to leave them in place and fill them with 1
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r concrete or grout.
The new core drilled penetration will be cutting through the steel walls of the storage liners, which-should not present any major. problems, since the drills are' capable of cutting through steel rebars.- The calculations-to check that the structural integrity of this wall is not I
adversely af fected af ter making the penetrations are l
l I
included as Appendix A to this report'.
3.3 Penetrations in the West Wall for New Heat Exchanger Vault Based on the calculations included in Appendix A, the west-wall below elevation 428'-0" can be penetrated.to provide a 4
l 2'-0" x 6'-0" access opening and pipe penetrations to the
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new heat exchanger vault outside.
Location of these l
l penetrations will be determined by NBS after finalizing the drawings for the new heat exchanger vault general arrangement.
l Rectangular penetration for the access opening can be l
accomplished by a series of smaller diameter penetrations.
A steel door frame will then be grouted in this opening which will also serve as a support for the. surrounding concrete.
Pipe penetrations can' be core drilled approxima-tely an inch larger than the pipe diameter to allow for grouting.
All these penetrations can be made anytime after j
the construction of the new heat exchanger _ vault is l
coniple ted.
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4.0 CONCLUSION
S AND RECOMMENDATIONS 4.1 Conclusions Based on the assumptions and discussions - presented in this report, and the calculations included as Appendix A, ~ the penetrations' described below can be ef fected without compro-mising the structural integrity of the reactor confinement building, provided all the work is performed in accordance with the recommendations contained herein.
o A 2'-0" x 6'-0" access ope ning and.two penetrations for 1'-6" dic pipes in the west wall below elevation 428 '-0" for the new heat exchanger vault.
- o A total of 16 penetrations of various sizes in the west wall above elevation 428'-0" for the new hot plug storage q
as shown on Burns and Roe drawing C006.
o A total of 7 penetrations in the north wall above eleva-tion 428'-0" for the new neutron beam tubes as shown on l
Burns and Roe drawing C006.
4.2 Recommendations t
Following recommendations shall be included in.the concrete core drilling specifications by NBS:-
o All the penetrations shall be made by concrete core j
drilling.
Larger or rectangular penetrations can.be made i
8
- This paragraph no longer applicable u____=___________
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by a series of snaller penetrations around the periphery.
1 We recommend that the existing rebars in the-walls be located and mapped before start of the core drilling and minor adjustments be made in penetration 'tocations to l
l
. minimize cutting of rebars.
)
- o A 22'-6" x
9'-0" x 1/4" thick steel plate shall be anchored at the inside. face of.the west wall around penetrations for the new hot plug storage as shown on l
drawing C006.
Also this part of the wall shall be i
relieved of any additional live loads from ' crane opera-J tion etc. until all the work for the core drilling and attachment of the steel plate at inside face is accomplished.
1 o
All the existing storage liners in the north wall shall l
be filled with concrete or grout before drilling new l
l penetrations for the neutron beam tubes.
The existing 4
I steel plate at the inside f ace of the north wall shall be left in place.
o Penetrations in the west wall below elevation 482'-0" can be made anytime after the construction of the:new heat exchanger vault is completed.
At the access opening, a heavy steel door frame shall be grouted in place, which will also serve as a support at'the penetration.
o All the work shall be carefully planned,. performed and inspected under the supervision of professional engineers 9
- This paragraph no longer applicable IL_____________________________.___
i knowledgeable in the structural design of the facility and the concrete core drilling procedures.
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5.0 REFERENCES
l 5.1 NBS Letter from R.E. Getzandanner (NBS) to R. P. Chuebon (BRC) dated Nov. 21, 1986 - Contract No. 50SBNB6C4007 1
l Modification No. 002.
5.2 NBS drawings NGH-S-003 dated 2-4-87.
(
5.3 Burns and Roe drawing C004, Rev. A (W.O. 4111) - Conceptual j
l Arrangement, Hot Plug Storage.
1 5.4 Burns and Roe drawings for the existing reactor confinement l
- building, 7-3-1, 7-3-4, and 7-3-6.
l 5.5 Burns and Roe Structural Design Calculations for the l
l existing reactor confinement building - Book III, Volumes 1, j
2 and 3.
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5.6 NBS Report 8998 - FSAR for NBS Reactor (NBSR-9) dated April l
l l
1966 - Section 3.
l 5.7 Burns and Roe drawing C006, Rev. A (W.O. 4111) - Reactor Building Penetration Study (included with this report).
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APPENDIX A The following Calc. No. 4111-07-06-001 sheets 1 thru 24 include Burns and Roe calculations for NBS - Reactor Building -
Penetration Study.
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