ML20198L487
| ML20198L487 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 01/21/1982 |
| From: | Hooton C BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML20197J316 | List:
|
| References | |
| FOIA-85-59 CCP-22, NUDOCS 8606040293 | |
| Download: ML20198L487 (30) | |
Text
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- nnue nnma BROWN & ROOT, INC. PROCEDURE EFFECTIM DEXED CPSES NUMBER REVISION w ons O OATEa
.' JOB 35-1195 CCP-22 2 1/ 21/82 1 of 10 f
TITLE: ORIGINATOR: hI ob / i STRUCTURAL STEEL ERECTION REVIEWED BY:
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APPROVED BY pr /-2/- fd
; CONSTRUCTION PROJECT MANAGER DATE o.i TABLE OF CONTENTS
1.0 INTRODUCTION
1.1 PURPOSE ( 1. 2 SCOPE
; 1.3 GENERAL DISCUSSION 2.0 DEFINITIONS OF TERMS, ABBREVIATIONS AND SYMBOLS 4
l
'O 3.0 3.1 SPECIAL ITEMS AND OPERATIONS AIR TOOLS
/ 3.2 PLUMBING UP 3.3 CONNECTING CP i 3.4 MATERIAL STORAGE REQUIREMENTS 4.0 ERECTION PROCEDURE 4.1 GENERAL REQUIREMENTS
; 4.2 BOLTED CONNECTIONS i
4.3 FIELD WELDED CONNECTIONS Y 4.4 BASE PLATES 4.5 TOLERANCES '
, 4.6 INSPECTION - CATEGORY I CO _
i' i 5.0 SUPPORTING INFORMATION I
5.1 REFERENCES
5.2 ATTACHMENTS
1.0 INTRODUCTION
1.1 PURPOSE l, 1.1.1 The purpose of this document is to establish methods and procedures for the correct and safe erection of structural steel.
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PROCEDURE EFFECTIVE BROWN & ROOT, INC. NUMBER DATE : PAGE
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JOB 35-1195 lREVISIONel:l ; ; l 2 of 10 CCP-22 2 l 1/21/82 l
- 1. 2 - SCOPE .
i 1.2.1 The scope of this procedure covers all Category I erection, inspection, and material storage of structural steel at CPSES. This procedure does not cover the safety aspects of erecting structural steel; however, all persons involved in the erection of structural steel need to take all necessary precautions for personal protection and safety. 1.3 GENERAL DISCUSSION 1.3.1 This procedure was established for the erection of structural steel in Category I structures. This procedure may also be used in whole or in part on non-category I structures as directed by the B&R Project Manager. 1.3.2 This procedure identifies pertinent and necessary criteria for safe and correct erection of structural steel. The reader should also read all referenced material and comply with its contents where applicable. O _ 1.3.3 The only exception to the above is ANSI 45.2.5 - 1974 which was used only as a guide and is not a specified requirement for this project. 2.0 DEFINITION OF TERMS, ABBREVIATIONS AND SYMBOLS 2.1 TERMS 2.1.1 Structural Steel - shall be as described in Gibbs and Hill I specification 2323-SS-168 - (Category I) or 2323-SS-16A - (Non-Category I) or as noted on applicable structural drawings. l 3.0 SPECIAL ITEMS AND OPERATIONS
]Ii 3.1 AIR TOOLS 3.1.1 All pneumatic hand tools shall be disconnected from the power i source and line pressure released prior to any tool adjustment or repair. ! 3.1.2 Air lines shall be tied together at line joints except when l automatic cut-off couplers are used. . O i & - . - _ _
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l .. _ _ . . - . = - . . .: PROCEDURE EFFECTIVE BROWN & ROOT, INC. !WMBER REVISION DATE PAGE O CPSES JOB 35-1195 CCP-22 2 1/21/82 3 of 10 3.2 PLUMBING UP j 3.2.1 . Guy lines shall be placed so that welders and bolters can get at the connection points. l 3.2.2 Guy lines shall not be removed without first getting permission j from the B&R Rigging Superintendent. 3.3 CONNECTING 3.3.1 When connectors are working in pairs, one end of the piece should be boltad with not less than two bolts (one bolt may be used but placed in the top hole and pulled tight) before one of the connectors goes out to connect the other end. 3.3.2 Whenever possible, an employee should straddle the beam instead of walking along the top. I 3.3.3 Wheri setting columns, before lifting falls are unhitched, either O the nuts on the anchor boits shaii be drawn down tight or temporary guys attached. '
.ll 3.3.4 A piece shall never be cut loose (load lines disconnected) until the required minimum number of bolts have been installed. Pins or wrenches in a hole shall not be relied on.
3.4 MATERIAL STORAGE REQUIREMENTS 3.4.1 Structural material, either plain or fabricated, shall be stored j on the site above the ground upon platforms or skids. I
! 3.4.2 All material shall be kept free from dirt, grease, and other j foreign matter. ! 3.4.3 Material subject to extended exposure (over one year) shall be i protected from corrosion by covering the material with weather-
- proof tarps or plastic sheets as directed by the B&R Rigging
! Superintendent or Project Civil Engineer.
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PROCEDURE EFFECTIVE BROWN & ROOT, INC. NUMBER REVISION DATE PAGE
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J08 35-1195 CCP-22 2 1/21/82 4 of 10 1 4.0 - ERECTION PROCEDURE 4.1 GENERAL REQUIREMENTS 4.1.1 All rigging shall be in accordance with Construction Procedure 35-1195-CCP-24. i i 4.1.2 All structural steel framing shall have its structural integrity j protected promptly upon erection by adequate bracing to resist t horizontal forces, as directed by the B&R Rigging Superintendent or Project Civil Engineer. l 4.1.3 No load-bearing structural member shall be weakened by cutting, drilling, or any other means without approval of the design engineer, or as shown on the approved shop drawings. I 4.1.4 Joists hoisted in groups shall not exceed the number for one bay. , , 4.1.5 Tag lines shall be placed at either each end or just one end of
! a member to prevent swinging and to guida the member during l@ 4.1.6 erection and dismounting.
Lugs, gussets, and connecting angles shall be examined before i sending up the members to see that connections are not bent or twisted. - 4.1.7 Fitting-up bolts, drift pins, peaking, shiming and wedging shall not be used or executed to bring improperly fabricated members and parts into place. g 4.1.8 All improperly fabricated members shall be brought to the { attention of the Project Civil Engineer in writing by the l BAR Rigging Superintendent or his representative. 4.1.9 Drift pins shall not be driven with such force as to injure l adjacent metal. 4.1.10 All shop drawings shall be approved, or approved except as noted, by G&H engineering before erection proceeds.
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t PROCEDURE EFFECTIVE h BROWN & ROOT, INC. IGJMBER REVISION DATE PAGE c'5" NO JOB 35-1195 CCP-22 2 1/21/82 5 of 10 4.2 - BOLTED CONNECTIONS
- 'l All field connections shall be made with high strength steel 4.2.1 bolts, nuts, and washers (bearing type connections with threads l excluded from the shear planes) unless otherwise noted on the engineering drawings.
4.2.2 Bolt heads and nuts shall rest squarely against the metal or washer. 4.2.3 Where bolts are used on leveled surfaces having slopes greater then 1-in-20 with a plane nomal to the bolt axis, beveled l washers shall be provided to give full bearing to the head or nut. 4.2.4 Threaded bolts shall be tightened with properly calibrated wrenches or by turn-of-nut method. 4.2.5 When " Turn-of-nut" method is used for bolt tightening, the impact wrench or other pneumatic device does not require calibration. However, the device shall be of adequate capacity and sufficiently i supplied with air to perform the required tightening of each bolt in approximately ten seconds. When this method is used, the
' following steps will be followed:
t;I 1. All bolts in each joint shall first be brought to a " snug
% tight" condition (snug tight is defined as the tightness
- attained by a few impacts of an impact wrench or the full
- effort of a man using an ordinary spud wrench).
, 2. All the nuts shall then be match-marked using an approved t industrial marker, i.e., Nissen; which has certified y contents.
. 3. All the bolts in the joint shall then be tightened by the
- applicable amount of nut rotation specified in Attachment 1.
- 4. Tightening shall progress systematically from the most rigid part of the joint to its freest edges, i , 5. There shall be no rotation during tightening of the part not turned by the wrench.
j
- 6. The end of all bolts shall be marked with the industrial i marker when required nut rotation has been attained.
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1 PROCEDURE EFFECTIVE BROWN & ROOT, INC. NUMBER REVISION DATE PAGE O CPSES JOB 35-1195 CCP-22 2 1/21/82 6 of 10 4.2 When using the " Calibrated Wrench" method for tightening bolts, the following steps will be followed:
- 1. Impact wrench shall be calibrated prior to use each morning and afternoon for each adjusted tension setting.
- 2. Impact wrenches shall be recalibrated at any time sig-nificant changes are made in the equipment; i.e., air
',s hose length changed by more than 200 feet or a significant u difference is noted in the condition of the bolts, nuts, j or washers.
b 3. By use of Bolt-Tension Calibrator adjust impact wrench
... until 3 consecuuve bolts are rightened to required d tension; (See Attachment 2 for required tension).
- 4. Use new bolt and nut each time the calibrator is used.
1 1.e. , 3 bolts tightened require 3 new bolts and nuts; l if a washer is to be used in the structure,'then a j s h
- washer shall also be used when calibrating the impact wrench.
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- 5. When several bolts are installed in a single joint, the
.? impact wrench shall be returned to " touch-up" bolts A previously tightened to assure that any bolts which may 1 have been loosened by the tightening of subsequent bolts p are tightened to the prescribed amount.
_ 4.3 FIELD WELDED CONNECTIONS f 4.3.1 No welded connections shall be made unless they are shown on the approved shop drawings or approved on a case by case basis by the Project Civil Engineer. l l 4.3.2 Brown & Root shall supply to Gibbs & Hill, certification of ( c welders to be used on erection of structural steel. { 4.3.3 All welded construction shall confom to AISC specification for Design, Fabrication, and Erection of Structural Steel for Buildings and AWS 01.1. ! O
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l PROCEDURE EFFECTIVE BROWN & ROOT, INC. lWMBER REVISION DATE PAGE O CPSES JOB 35-1195 CCP-22 2 1/21/82 7 of 10 4.4 BASE PLATES 4.4.1 Base plates and bearing plates shall be grouted in conformance with G&H specification 2323-5S-9, " Concrete". 4.4.2 Base plates shall be grouted only after structural steel is erected and placed with all anchor bolts tightened as released by the B&R Rigging Superintendent. 4.4.3 The grouting of base plates shall be in accordance with Construction procedure 35-1195-CCP-16. 4.5 TOLERANCES 4.5.1 In generai, all steel shall be plumb and level within the tolerance of 1:500. I 4.6 ATTACHMENTS TO BUILDING STRUCTURE 4.6.1 Hilti Kwik Bolts Hilti Kwik bolts shall be installed in accordance with Civil Engineering Instruction CEI-20. " Field Installation of Hilti Bolts". . 4.6.2 Richmond Inserts
~
ASTM A325, A490, or A449 bolts (suitable washers optional) shall be used for Richmond Insert bolt connections. Thread engage-ment into the Richond Insert shall be at least 2 X bolt diameter plus 1/8 inch. Bolts shall be installed snug tight. 4.6.3 Embedded Anchor Bolts i Nuts on embedded anchor bolts shall be installed snug tight, 4.6.4 Welding to Embedded Plate Attachent to embedded strip plate or large steel plates shall be in accordance with Construction procedure CCP-45. Attachent to miscellaneous embedded steel plate shall be in accordance j with detail drawings and applicable welding procedures. C 4 1
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3 . PROCEDURE EFFECTIVE BROWN a. ROOT, INC. IU8BER REVISION DATE PAGE j Q .CPSES JOB 35-1195 CCP-22 2 1/21/8 2 8 of 10 5.0 SUPPORTING INFORMATION
5.1 REFERENCES
t
- 1. ANSI 45.2.5 - 1974 Supplementary Quality Assurance
- Requirements for Installation. Inspection, and Testing of Structural Steel During the Construction Phase of Nuclear Power Plants
- 2. Gibbs and Hill Specification 2323-SS-16A, "Non-Category I Structural Steel" and 2323-55-168,
" Category I Structural Steel".
- 3. Construction Procedure 35-1195-CCP-24. " Rigging".
- 4. AISC Manual of Steel Construction - Seventh Edition
- 5. AWS 01.1 h 6. GAH Specification 2323-SS-9, "Concreta"
- 7. B&R Welding Enginee' ring Department Procedure _WES_-029. l 5.2 ATTACHMENTS
- 1. Nut Rotation from Snug Tight Condition
- 2. Minimum Fastener Tension 1
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J08 35-1195 9 of 10 CCP-22 2 1/21/82 t s ATTACIMENT 1 i
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MJT ROTATIONa FROM SNUG TIGHT CONDITION Disposition of Outer Faces of Bolted Parts 1 Both faces normal to bolt axis, or one face Both faces sloped not more
.! normal to axis and other face sloped not more than 1:20 from nomal to bolt than 1:20 (bevel washer not used) axis (bevel washers not used)
Bolt lengthb not exceeding Bolt length bexceeding Q- 8 diameters or 8 diameters or- For all length of bolts 8 inches 8 inches 1/2 turn 2/3 turn 3/4 tuen
- a. Nut rotation is rotation relative to bolt regardless of the element (nut or bolt) being turned. Tolerance on rotation: 300 over or under.
For coarse thread heavy hex structural bolts of all sizes and length and heavy hex semi-finished nuts,
- b. Bolt length is measured from underside of head to extrane end of point.
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PROCEDURE EFFECTIVE BROWN & ROOT, INC. IllMBER REVISION DATE PAGE O CPSES JOB 35-1195 CCP-22 2 1/ 21/82 10 of 10 ATTACHMENT 2
,I MINIMUM FASTENER TENSION I
A325 A490 Bolt Size Required 107% Required 107% 1/2 12,000 12,840 15,000 16.050 5/8 19,000 20,330 24,000 25,680 3/4 28,000 29,960 35,000 37,450 7/8 39,000 41,730 49,000 52,430 i . , l 1 51,000 54,570 64,000 68,480 1 1/8 56.000 59,920 80,000 85,600 l 1 1/4 71,000 75.970 102,000 109,140 1 3/8 85,000 90,950 121,000 129,470 1 1/2 103,000 110,210 148,000 158,360 i A A j USE THESE FIGURES I .I : O i, t- .x n -----w-m,---- -.,-_-w - _ , - , - ,w, , _ _ ,_
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iEhAT. UTILITits COM/*'CHE PEAK STEAM ELECTRIC STATI _ , _ . _ _ . 4 .'.yedvTiNG CO. 4CONFORMANCE f1EPORT (NCR) V\ 82-00112 . 4 1 It ' UNIT ST RUCTURE/SYcT EM ITEM / COMPONENT TAG /tD NUMBER LOCATION OR ELEVATION RiR NO I 465-C 465-C 822' RB #1 i 1 RB #1/RC System Pipe,* Whip Rest, 415A )resurized Relief Tank Room N/A 3dONCONFORMING CONDITION Travler C091-116 55n0. Ref. drawing: 51-597 & 98, 82105-415, 457, 477, Dwg. 458, R.3,
;g CMC 61771, DCA 12,205.
, z 8 1. Existing restraint and new attachment not on equal plane.
I m 2. Unequal mismatch in joint fitup.
- 3. Twist & contour in backing strip.
- 4. Excessive pp in fitup 1/4" to 1/2". .
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@ 5. Wrong Rev of drawing in package, Rev. 2, Rev. 4 issue See attached drawing. hi
REFERENCE DOCUMENT. REPORTED BY: 01-0P-11.14-3 _ 00[?-
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l; Charles Atchison 2 8 E2
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J. T. MPeritt/Kissinger Enaineerina DISPOSITION: REWORK XW REPAIR USE AS IS XXX SCRAP The proper revision of the drawing will beadded to the package. The twist and d contour in the backing strip is acceptable to use as is. Weld the beam together 8 per DCA 12,265, Rev. 1. E
'. o Remove the backing strap after welding the first side, grind to clean metal and
- j @ weld second side. Provide a smooth transition of 21/2 - 1 by adding additional
; z weld metal when the high-low condition exists on the flange of the beam.
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4 . HAH.TUCCO FIGURE 1. Page 1 of 2 COMANCHE PEAK STEM ELECTRIC STATION ( DESIGN CHANGE AUTHORIZATION (WILL) QW3tXXW BE INCORPORATED IN DESIGN DOCUMENTS DCA NO.12.265 Rev.1
- 1. SAFETY RELATED DOCUMENT: XX YES NO
- 2. ORIGINATOR: CPPE' xx ORIGINAL DESIGNER
- 3. DESCRIPTION:
1 j A. APPLICABLE EEECf 0WG/IIGEENI 2323-51-0598 REV. 2 B. OETAILS THIS REVISION VOIDS AND SUPERSEDES DCA-12,265 REV. O. [ There is miss alignment of the beam shown on detail B at the beam k solice due to distortion during fabrication. The Dart of the beam on the restraint
and the attachina beam are not on the same olane. This is acceotable providino the attachine beam is level and on location. The miss match caused by the twist in the flanges and difference in depth is acceptable and weld as shown on the
; attached and weld as shown on the attached sketch. The tolerances for the root
( scacina of the 45' sincie bevel full oenetration weld shown on the sketch is +1/4".
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- 4. SUPPORTING DOCUMENTATION:
- 5. APDROVAL SIGNATURES: WHC/sgf 2-26-82 A. ORIGINATOR: dN) h bmrd DATE 2.-26-87 B. DESIGN REPRESENTATIVE: 8[&fdvi DATE 2- @ F3 7 -
- 6. VENDOR TRANSMITTAL REQUIRED: YES NO XX i 7. STANDARD DISTRIBUTION: OCA FORM 11-80 ARMS (Original) (I) JOB NO. 35-1195 Quality Engineering (1) E C E I V E !%
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Systen Test Engineer: [. o Mf'..ef Authorization No.: / 4 ,7 / e Unit No.: I Startup Systen No.: .pd f Uork Description (Include identification of conponents affected): 4,, , ,, /, b,, v.:l, n s,.
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.. 1cason for 'Jork: (i.e. , DCA, CMC, NCR, etc. )A/cR- N - 3 fg7 Esti::iated tine requ!. red to perforn work. / M_1, Work Requested Sy: [,, ,f > [<.t rR /NS /.2 - r2-8 2 s
Nane/Piione Extension /Date ' j ! Safety Ta::s Required: YES NO If Yes, CP-SAP-5 Authorisation No.: STA-605 Clearance No. : Startup Retest Requi red : 5I U
- u 7' Work to be Scheduled at Later Date Dy
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1 i PERMANENT EQUIPMENT TRANSFER FORM PET s 176 NAME OF ITEM: Housino hide par.E 1 of 1
- 1. REPLACED ITEM: 2. TRANSFERRED ITEM:
TAG NO. TBI CCn!RI-01 TAG NO. TCX-RCRIRI-01 7:re 6 NO. 11. Owo. 1219E49. Sht.lf.2,R3 6 N0. 11. Owo. 1219E49. Sht. 164. 4 SERIAL / M 40. "m M 7 SERIALm Un17A66 !'.;E. 04 EBB /P.O. NO. CP-0001 " WEE /P.O.NO. CP-0001
- 3. REASON FOR SUBSTITUT!CN: The craft installed Housing Guide (5/N-M4768571 on ocaetention 74 and according to W Orawing 1219E49 Sht. I this guide should be installed en peaetratica 75.
- 4. INITIATED BY: M // A DATE: 2/2/82 Dave Fuller SAFETY RELATED TRANSFilt: YES XX NO (NNS)
- 5. DISP 05! TION OF REPLACED ITEM (1): Leave the reolaced housino cuide on Penetration 74
- 6. REPLACEMENT OF TRANSFERRED ITEM (2) (If none, explain.): _
FDR-TBIM-10137
- 7. MEANS OF PET ICENTIFICATION: Det d 176. 5/N M476B57,' S/N U017A66 $UB 04
- 8. TECHNICAL CONSIDERATIONS: ME82-2203-5500
- 9. APPROVED BY: bS w OATE: #[f/3'T yscipp)r Project Engineer) '
- 10. RESPONSIBLE AGENT FOR COMPLETION OF WORK: M111 wrights DISTRIBUTION: Construction (Original)
Procurement Management Group site QA (0) / BOP (NNS) / TUGC0 start-um y Gibbs & Hill (New York)
- 11. VERIFICATION: OC (For Safety Related) or CPPE (For NNS):
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g ~ BROWN & ROOT, INC. OA RECORD Quality Assurance Department NCR NO. M-3182 Nonconfomance Report (NCR) CPSES-35-1195 PAGE OF DRA' JING / IDENTIFICATION TAG /ID NUMBER LOCATION OR ELEVATI,0N RIR NO.I- ..._ W Dvg. 1219E49 R3 Sh. 1 TBX-RCRIRI-01 R3. #1 87'3' y/A NONCONFORMING CONDITION TREND DOC" MENT VIOLATED: W Dwg. 1219E49sh.1REV. 3 PARA. N/A CATEGORY M-1 Closure head general assenbly Condition found:
- The housing guide (item 11 - S/N M476B57) which is to be located at pen-
. etration 75 is located on penetration 74.
l Hold tag applied i A DATE: DATc- TIME:
- g; y ,;___, , _
REPORTED BY: Dave Fuller 1/27/82 reg'/ APP h 04L
- thd k2- 5"tPF}
ACTION ADDRESSEE CAR N0':
. ASME CODE'" ITEM:~ - -
XX Yes No C. Mochiman/ Westinghouse
. DISPOSITION:
' REPAIR yX REWORK USE AS IS_,3;L._ SCRAP RETURN TO VENDOR I
The housing guide located at penetration 74 shall remain as is with no detrinental affect on the integrity of the head. A new housing guide
- l shall be installed at penetration 75 per traveler ME-82-2203-5500 s
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'"5 P M X QK/QC EhG/INSPR. VERIFICATION:
BE' DATE:
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3% ANI CONCURRENCE: DATE:
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