Understanding API ICP653 Reading 7-Worksheet-04 Part1

More documents

Recommendations

Info

10.4.2.4 As normal, each layer of weld deposit is to be cleaned of slag or other deposits. 10.4.2.5 As in API-650, the maximum acceptable undercutting is 1/64" for vertical butt joints and 1/32" for horizontal butt joints. 10.4.2.7 Same tack weld provisions as API-650, i.e.: a. Vertical , manual tacks - Remove. b. Vertical, submerged tacks - If sound, clean only. NOTE: Tack welds left in place must have been applied by a qualified welder. 10.4.2.8 If weldable primer coatings exist, they must be included in procedure qualification tests. NOTE: All other coating must be removed prior to welding. 10.4.2.9 Low-hydrogen electrodes required on manual metal-arc welds, including the shell to bottom attachment or annular plate ring. Charlie Chong/ Fion Zhang
10.4.3 Bottoms 10.4.3.2 Weld shell to bottom first (except for door sheets) before weldout of bottom plates is started. 10.4.4 Shells 10.4.4.1 Same fit-up/welding procedures and values as allowed in API-650 for vertical joints: a. Over 5/8" thick - misalignment shall not exceed 10% of "t" (maximum 0.125"). b. Under 0.625" thick - misalignment shall not exceed 0.06". NOTE: Complete vertical welding before roundseam below is welded. 10.4.4.2 Horizontal joints Upper plate shall not project over lower by more than 20% of upper plate "t"(with 0.125" maximum). 10.4.4.3 Material over 1.50" thick a minimum pre-heat of 200°F is required. 10.4.5 Roofs There are no special stipulations, except that structural members must be reasonably true to line and surface. Charlie Chong/ Fion Zhang
Page 1 and 2:
Understandings API ICP653 Reading 7
Page 3 and 4:
Charlie Chong/ Fion Zhang
Page 5 and 6:
Ctrl + Shift + S = save a copy Ctrl
Page 7 and 8:
Charlie Chong/ Fion Zhang Fion Zhan
Page 9 and 10:
API 653 Exam Administration -- Publ
Page 11 and 12:
• API Recommended Practice 575, I
Page 13 and 14:
Page 15 and 16:
Charlie Chong/ Fion Zhang http://gr
Page 17 and 18:
Page 19 and 20:
闭门练功 Charlie Chong/ Fion
Page 21 and 22:
1.1 General 1.1.1 This standard cov
Page 23 and 24:
1.4 Safe Working Practices Safety p
Page 25 and 26:
c. An owner or operator of one or m
Page 27 and 28:
3.9 critical zone: The portion of t
Page 29 and 30:
3.16 repair organization: An organi
Page 31 and 32:
organizations Charlie Chong/ Fion Z
Page 33 and 34:
3.21 as-built standard: The standar
Page 35 and 36:
3.23 major alteration or major repa
Page 37 and 38:
g. Removing and replacing part of t
Page 39 and 40:
SECTION 4 - SUITABILITY FOR SERVICE
Page 41 and 42:
4.2 Tank Roof Evaluation (General)
Page 43 and 44:
4.2.4 Change of Service 4.2.4.1 Int
Page 45 and 46:
4.3.1.3 Shell corrosion occurs in m
Page 47 and 48:
EXAMPLE: A tank 38 feet tall, 150 f
Page 49 and 50:
4.3.3 Minimum Thickness Calculation
Page 51 and 52:
G = Highest specific gravity of the
Page 53 and 54:
Sample problem for minimum thicknes
Page 55 and 56:
Maximum Allowable Fill Height Calcu
Page 57 and 58:
Sample problem for maximum allowabl
Page 59 and 60:
Joint Efficiency for the plate For
Page 61 and 62:
For Riveted Tank E is 1.0 for shell
Page 63 and 64:
Table 4.3—Joint Efficiencies for
Page 65 and 66:
B. Tank Shells 1. See prior comment
Page 67 and 68:
4.3.6 Flaws cracks and laminations
Page 69 and 70:
4.4 Tank Bottom Evaluation 4.4.1 Ge
Page 71 and 72:
4.4.6 Bottom Measurements Methods (
Page 73 and 74:
4.4.7.4 Critical zone thickness is
Page 75 and 76:
4.4.8 Minimum "t" - Annular Plate R
Page 77 and 78:
Quiz: Annular Plate t min Annular p
Page 79 and 80:
API653: Table 4.5—Annular Bottom
Page 81 and 82:
API653: Table 4.4—Bottom Plate Mi
Page 83 and 84:
4.5.2 and 4.5.3 General a. For repa
Page 85 and 86:
5.2.1 Reported conditions involving
Page 87 and 88:
5.3 Assessment Procedure 5.3.1 - 5.
Page 89 and 90:
6.2.2 The interval between inspecti
Page 91 and 92:
6.3.3 In-service UT "t" measurement
Page 93 and 94:
API651: 11.3 Cathodic Protection Su
Page 95 and 96:
CP Survey 11.3 Cathodic Protection
Page 97 and 98:
6.4.2 Inspection Intervals 6.4.2.1
Page 99 and 100:
6.4.2.1.2 As an alternative to esta
Page 101 and 102:
6.4.2.2 Subsequent Internal Inspect
Page 103 and 104:
Table 4.4—Bottom Plate Minimum Th
Page 105 and 106:
Quiz: Critical Zone t min t minimum
Page 107 and 108:
Quiz: Bottom Plate excluding Critic
Page 109 and 110:
6.8.2 Construction Records May incl
Page 111 and 112:
6.9 Reports 6.9.1 Recommended repai
Page 113 and 114:
113 Inspection Frequency Considerat
Page 115 and 116:
115 Internal inspection is required
Page 117 and 118:
API 653 Initial Inspection Interval
Page 119 and 120:
119 API 653 Initial Inspection Inte
Page 121 and 122:
Page 123 and 124:
Page 125 and 126:
125 API 653 Subsequent Inspection I
Page 127 and 128: 127 API 653 Subsequent Inspection I
Page 129 and 130: 129 Steps for corrosion rate calcul
Page 131 and 132: 131 Finally ‐ Calculate Subsequen
Page 133 and 134: API 653 Subsequent Inspection Inter
Page 139 and 140: 139 Factors to Consider in a RBI As
Page 141 and 142: 141 RBI Inspection • RBI Assessme
Page 143 and 144: 143 Comparison Direct Measurements
Page 145 and 146: 145 Questions ?
Page 147 and 148: 7.3.1.2 If plates are not identifie
Page 149 and 150: 8.5 Shell Penetrations 8.5.1 New/re
Page 151 and 152: 9.2 Removal and Replacement - Shell
Page 153 and 154: 9.2.3 Weld Joint Design 9.2.3.1 Rep
Page 155 and 156: 9.3.1.7 Maximum size of lap patch p
Page 157 and 158: 9.3.3 Lapped patch plates may be us
Page 159 and 160: 9.7 Repair of Shell Penetrations 9.
Page 161 and 162: 9.10 Repair of Tank Bottoms (Defini
Page 163 and 164: 9.10.2.2 New bearing plates are req
Page 165 and 166: 9.10.3.1 Additional Welded-on Plate
Page 167 and 168: 9.13 Repair/Replacement of Floating
Page 169 and 170: 9.14.5 Installation Procedure 9.14.
Page 171 and 172: Hot Tapping Charlie Chong/ Fion Zha
Page 173 and 174: 10.3.2 Bottoms 10.3.2.1 Deseam lapw
Page 175 and 176: 10.3.5 Piece Marking 10.3.5.1 Shell
Page 177: 10.4.2.3 Specific welding notes: a.
Page 181 and 182: SECTION 11 - WELDING 11.1 Welding Q
Page 183 and 184: 12.1.2 Shell Penetrations 12.1.2.1
Page 185 and 186: 12.1.6 Shell-to Bottom 12.1.6.1 Joi
Page 187 and 188: 12.2.1.4 Each butt-weld annular pla
Page 189 and 190: 12.3.2.2 Shell Repair 12.3.2.2.1 We
Page 191 and 192: 12.5 Measured Settlement (During Hy
Page 193 and 194: SECTION 13 - MARKING AND RECORD KEE
Page 195 and 196: 13.3 Certification Documentation of
Page 197 and 198: ANS: ANS: Charlie Chong/ Fion Zhang
Page 199 and 200: B.2.2.3 Differential Settlement (ou
Page 201 and 202: B.2.3 Edge settlement B.2.3.1 Occur
Page 203 and 204: APPENDIX C CHECKLISTS FOR TANK INSP
Page 205 and 206: APPENDIX E TECHNICAL INQUIRIES This
Page 207 and 208: G.2.6 qualification test: The demon
Page 209 and 210: G.3 An explanation of Tank Bottom E
Page 211 and 212: API 653 CODE QUIZ Charlie Chong/ Fi
Page 213 and 214: Q3. A condition that exists when it
Page 215 and 216: Q7. What primary factor determines
Page 217 and 218: Q11. What type of contour cut (if a
Page 219 and 220: Q15. API-653 (Section 12) requires
Page 221 and 222: Q16. Calculate the minimum thicknes
Page 223 and 224: Q19. A bulge is found on the tank f
Page 225 and 226: Q16. d (1/2") [Paragraph 4.3.3 page
Page 227 and 228: Section 2 650 Summary 2007 Charlie
Page 229 and 230:
Page 231 and 232:
Good Luck! Charlie Chong/ Fion Zhan
show all

Understanding API ICP653 Reading 7-Worksheet-04 Part1

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?