文本课件分析合并cbps town water combined fire fighting and service tank sub structure design calculation

1、ENGINEERING, PROCUREMENT, CONSTRUCTION AND COMMISSIONING FOR384.7MW COMBINED CYCLE GENERATING PLANT REDEVELOPMENT PROJECT ATCONNAUGHT BRIDGE POWER STATIONCOMBINED FIREING / SERVICE WATERTANK AND TOWN WATER TANKSUBSTRUCTURE DESIGN CALCULATIONOWNER:TENAGANASIONAL BERHAD (TNB) (200866-W)CONTRACTOR: SIN

2、OHYDRO LIMITEDSINOHYDRO CORPORATION CONSORTIUM(M)SDNBHDDESIGNED BY:PREPARED BY:MINCONSULT SDN BHDJUNE 2015DOCUMENT CODECONTRACT NO.TNB 140/2013384.7 MW COMBINED CYCLE GENERTING PLANT CONNAUGHT BRIDGE POWER STATIONTABLE OF CONTENTSTABLE OF CONTENTS1.0INTRODUCTIONXBASIC INFORMATION FOR FIRE WATER TANK

3、ING / SERVICE WATER TANK AND TOWN2.0X3.0FOUNDATION DATAX4.0DESIGN CRITERIAX5.0PRIMARY LOADS & LOADS COMBINATIONSX6.0REFERENCE DOCUMENTS / DRAWINGSX7.0REFERENCE CODESX8.0STAAD.Pro ANALYSIS8.1 STRUCTURAL M8.2 STAAD.Pro INPUT8.3 STAAD.Pro OUTPUTX X X XING9.0SUB-STRUCTURE DESIGN CALCULATIONX10.0APPE

4、NDIX10.1 FIREXXING / SERVICE WATER TANK AND TOWN WATER TANKGENERAL ARRANGEMENT10.2 FIRE DRAWINGSING / SERVICE WATER TANK AND TOWN WATER TANKX384.7 MW COMBINED CYCLE GENERTING PLANT CONNAUGHT BRIDGE POWER STATION1.0 INTRODUCTIONThe scope of work covers the sub-structure design for Fire and Town Water

5、 Tank. The design concept for the Fireing / Service Water Tanking / Service Water Tank andTown Water Tank is reinforced concrete foundation supported by 600 mm diameter spunpile for transmitting loads from the tank to the ground.2.0 BASIC INFORMATIONTOWN WATER TANKFORFIREING/SERVICEWATERTANKANDa) 0.

6、90m thick reinforced concrete foundation has been designed to support theFireing / Service Water Tank and Town Water Tank.3.0 FOUNDATION DATAa)b)c)Grade of Concrete, fcuGrade of Reinforcement, fy Foundation Thickness= 30 N/mm2= 500 N/mm2= 900 mm: Fireing / Service Water Tank and Town Water TankDoc.

7、TitleDoc. No.Revision: ASub-structure Design Calculation:384.7 MW COMBINED CYCLE GENERTING PLANT CONNAUGHT BRIDGE POWER STATION4.0 DESIGN CRITERIAReinforced concrete foundation has been designed for ultimate load condition (factoredload) as per the requirements of BS 8110. The foundation for Fireing

8、 / ServiceWater Tank and Town Water Tank are design as raft foundation where the thickness ofthe foundation is 900 mm. Based on the above, the foundation thickness and thereinforcement for Firearranged as per appendix.ing / Service Water Tank and Town Water Tank have been5.0 PRIMARY LOADS & LOAD

9、 COMBINATIONSThe following primary loads are to be considered in the sub-structure design:ItemPrimary LoadDescription1.2.3.Self Weight (SW)Dead Load (DL) Live Load (LL)Self weight of the reinforced concrete foundation.Permanent loads due to machines / equipments.Live Load on the Fireing / Service Wa

10、ter Tank and TownWaterof Civil.lab is 10kN/m2 as stipulated in Design DescriptionThe following load combinations are to be considered in the sub-structure design:ItemPermanent Load CombinationDescription1.4 Self Weight + 1.4 Dead Load + 1.6 Live Load1.1.4 SW + 1.4 DL + 1.6 LL6.0 REFERENCE DOCUMENTS/

11、 DRAWINGSa) S18-02-A Plan and Section Drawing of Town Water Tankb) S18-03-A Plan and Section of Combine Fireing & Service Water Tank7.0 REFERENCE CODESa) BS 8004: 1986 Code of Practice for Foundationsb) BS 8110: 1997 Structural Use of Concrete: Fireing / Service Water Tank and Town Water TankDoc

12、. TitleDoc. No.Revision: ASub-structure Design Calculation:8.0 STAAD Pro ANALYSIS8.1ingStructural MPrint Time/Date: 05/06/2015 11:45STAAD.Pro for Windows Release 2005Print Run 1 of 1CONNAUGHT BRIDGE POWER STATIONSoftware licensed to Minconsult Sdn BhdJob No1813012Sheet No1RevPart FIREING / SERVICE W

13、ATER TANKJob Title CONNAUGHT BRIDGERefBy FUADDate19-Mar-14Chd WONGFile Str3 20140625.stdDate/Time 05-Jun-2015 11:211YX ZPrint Time/Date: 05/06/2015 12:09STAAD.Pro for Windows Release 2005Print Run 1 of 1CONNAUGHT BRIDGE POWER STATIONSoftware licensed to Minconsult Sdn BhdJob No1813012Sheet No1RevPar

14、t FIREING / SERVICE WATER TANKJob Title CONNAUGHT BRIDGERefBy FUADDate19-Mar-14Chd WONGFile Str3 20140625.stdDate/Time 05-Jun-2015 11:213D Rendered View8.2STAAD Pro InputSTAAD SPACESTART JOB INFORMATIONJOB NAME CONNAUGHT BRIDGEJOBTNB SDN BHDJOB PART FOUNDATION DESIGNJOB REF FIREING & SERVICE WAT

15、ER TANKENGINEER NAME FUADENGINEER DATE 25-Jun-14 END JOB INFORMATION INPUT WIDTH 79UNIT METER KN JOINT COORDINATES1 0 0 0; 23.5 0 0; 3 6.5 0 0; 49.5 0 0; 5 3.48668 0 -0.305045;0 -0.82798; 8 3.44683 0 -0.607769;0 -1.64966; 11 3.38074 0 -0.905867;6 6.47527 0 -0.566512; 7 9.463859 6.40125 0 -1.12871; 1

16、0 9.3556712151821242730333639424548515457606366697275788184879093966.278526.108 0 5.891 0 5.62917 5.32449 4.97929 4.59619 4.178120 -1.68232;13 9.17630 -2.45878; 14 3.28892 0 -1.19707;-2.22313; 16 8.92708 0 -3.24919; 17 3.17208 0 -1.47916;-2.74702; 19 8.60992 0 -4.01487; 20 3.03109 0 -1.75;0 -3.25; 2

17、20 -3.72825;0 -4.17812;0 -4.59619;0 -4.97929;8.22724 0-4.75; 23 2.86703 0 -2.00752;25 7.78194 0 -5.44898; 26 2.68116 0 -2.24976;28 7.27742 0 -6.10648; 29 2.47487 0 -2.47487;31 6.71751 0 -6.71751; 32 2.24976 0 -2.68116;34 6.10648 0 -7.27742; 35 2.00752 0 -2.86703;37 5.44898 0 -7.78194; 38 1.75 0 -3.0

18、3109;3.728250 -5.32449;3.25 0 -5.62917; 404.75 0 -8.22724; 41 1.47916 0 -3.17208;2.74702 0 -5.891; 43 4.01487 0 -8.60992; 44 1.19707 0 -3.28892;2.22313 0 -6.108; 46 3.24919 0 -8.92708; 47 0.905867 0 -3.38074;1.68232 0 -6.27852;49 2.45878 0 -9.1763; 50 0.607769 0 -3.44683;1.12871 0 -6.40125;52 1.6496

19、6 0 -9.35567; 53 0.305045 0 -3.48668;0.566512 0 -6.47527;55 0.82798 0 -9.46385; 56 3.11452e-009 0 -3.5;-2.13593e-008 0 -6.5; 58 2.54149e-008 0 -9.5; 59 -0.305045 0 -3.48668;-0.566512 0 -6.47527; 61 -0.82798 0 -9.46385; 62 -0.607769 0 -3.44683;-1.12871 0 -6.40125;64 -1.64966 0 -9.35567; 65 -0.905867

20、0 -3.38074;-1.68232 0 -6.27852;67 -2.45878 0 -9.1763; 68 -1.19707 0 -3.28892;-2.22313 0 -6.108; 70 -3.24919 0 -8.92708; 71 -1.47916 0 -3.17208;-2.74702 0 -5.891; 73 -4.01487 0 -8.60992; 74 -1.75 0 -3.03109;-3.25 0-5.62917; 76-4.75 0 -8.22724; 77 -2.00752 0 -2.86703;79 -5.44898 0 -7.78194; 80 -2.2497

21、6 0 -2.68116;82 -6.10648 0 -7.27742; 83 -2.47487 0 -2.47487;85 -6.71751 0 -6.71751; 86 -2.68116 0 -2.24976;88 -7.27742 0 -6.10648; 89 -2.86703 0 -2.00752;91 -7.78194 0 -5.44898; 92 -3.03109 0 -1.75;-3.72825-4.17812-4.59619-4.97929-5.32449-5.62917-5.891 00 -5.32449;0 -4.97929;0 -4.59619;0 -4.17812;0

22、-3.72825;0 -3.25; 94-8.22724 0 -4.75; 95 -3.17208 0 -1.47916;-2.74702; 97 -8.60992 0 -4.01487; 98 -3.28892 0 -1.19707;99-6.108 0-2.22313; 100 -8.92708 0 -3.24919; 101 -3.38074 0 -0.905867;102105108111114117120123126129132135138141144147150153156159162165168171174177180183186189192195198201204207-6.2

23、7852 0 -1.68232; 103 -9.1763 0 -2.45878; 104 -3.44683 0 -0.607769;-6.40125 0 -1.12871; 106 -9.35567 0 -1.64966; 107 -3.48668 0 -0.305045;-6.47527 0 -0.566512; 109 -9.46385 0 -0.82798; 110 -3.5 0 -3.11452e-009;-6.5 0 2.13593e-008; 112 -9.5 0 -2.5415e-008; 113 -3.48668 0 0.305045;-6.47527-6.40125-6.27

24、852-6.108 0-5.891 0-5.62917-5.32449-4.97929-4.59619-4.178120 0.566512; 115 -9.46385 0 0.82798; 116 -3.44683 0 0.607769;0 1.12871; 118 -9.35567 0 1.64966; 119 -3.38074 0 0.905867;0 1.68232; 121 -9.17630 2.45878; 122 -3.28892 0 1.19707;2.22313; 124 -8.92708 0 3.24919; 125 -3.17208 0 1.47916;2.74702; 1

25、27 -8.60992 0 4.01487; 128 -3.03109 0 1.75;0 3.25; 130 -8.22724 04.75; 131 -2.86703 0 2.00752;0 3.72825; 133 -7.78194 0 5.44898; 134 -2.68116 0 2.24976;0 4.17812; 136 -7.27742 0 6.10648; 137 -2.47487 0 2.47487;0 4.59619; 139 -6.71751 0 6.71751; 140 -2.24976 0 2.68116;0 4.97929; 142 -6.10648 0 7.2774

26、2; 143 -2.00752 0 2.86703;-3.728250 5.32449; 145 -5.44898 0 7.78194; 146 -1.75 0 3.03109;-3.25 05.62917; 148 -4.75 0 8.22724; 149 -1.47916 0 3.17208;-2.74702 0 5.891; 151 -4.01487 0 8.60992; 152 -1.19707 0 3.28892;-2.22313 0 6.108; 154 -3.24919 0 8.92708; 155 -0.905867 0 3.38074;-1.68232 0 6.27852;

27、157 -2.45878 0 9.1763; 158 -0.607769 0 3.44683;-1.12871 0 6.40125; 160 -1.64966 0 9.35567; 161 -0.305045 0 3.48668;-0.566512 0 6.47527; 163 -0.82798 0 9.46385; 164 -3.11452e-009 0 3.5;2.13593e-008 0 6.5; 166 -2.54149e-008 0 9.5; 167 0.305045 0 3.48668;0.566512 0 6.47527; 169 0.82798 0 9.46385; 170 0

28、.607769 0 3.44683;1.12871 0 6.40125; 172 1.64966 0 9.35567; 173 0.905867 0 3.38074;1.68232 0 6.27852; 175 2.45878 0 9.1763; 176 1.19707 0 3.28892;2.22313 0 6.108; 178 3.24919 0 8.92708; 179 1.47916 0 3.17208;2.74702 0 5.891; 181 4.01487 0 8.60992; 182 1.75 0 3.03109;3.25 05.62917; 184 4.75 0 8.22724

29、; 185 2.00752 0 2.86703;3.72825 0 5.32449; 187 5.44898 0 7.78194; 188 2.24976 0 2.68116;4.17812 0 4.97929; 190 6.10648 0 7.27742; 191 2.47487 0 2.47487;4.59619 0 4.59619; 193 6.71751 0 6.71751; 194 2.68116 0 2.24976;4.97929 0 4.17812; 196 7.27742 0 6.10648; 197 2.86703 0 2.00752;5.32449 0 3.72825; 1

30、99 7.78194 0 5.44898; 200 3.03109 0 1.75;5.62917 0 3.25; 202 8.22724 0 4.75; 203 3.17208 0 1.47916;5.891 0 2.74702; 205 8.60992 0 4.01487; 206 3.28892 0 1.19707;6.108 0 2.22313; 208 8.92708 0 3.24919; 209 3.38074 0 0.905867;Page 12102132162212262312342372412452492532572612642672702742782812842876.27

31、852 0 1.68232; 211 9.1763 0 2.45878; 212 3.44683 0 0.607769;6.40125 0 1.12871; 214 9.35567 0 1.64966; 215 3.48668 0 0.305045;6.47527 0 0.566512; 217 9.46385 0 0.82798; 220 4.35 0 -10.5;-4.35 0 -10.5; 222 -4.35 0 10.5; 223 4.35 0 10.5; 225 10.5 0 -4.35;10.5 04.35; 228 -10.5 0 -4.35; 229 -10.5 0 4.35;

32、 230 9.81667 0 -5.03333;9.13333 0 -5.71667; 232 8.45 0 -6.4; 233 7.76667 0 -7.08333;7.08333 0 -7.76667; 235 6.4 0 -8.45; 236 5.71667 0 -9.13333;5.03333 0 -9.81667; 238 10.5 0 3.2625; 239 10.5 0 2.175; 240 10.5 01.0875;10.5 00; 242 10.5 0 -1.0875; 243 10.5 0 -2.175; 244 10.5 0 -3.2625;4.965 0 9.885;

33、246 5.58 0 9.27; 247 6.195 0 8.655; 248 6.81 0 8.04;7.425 0 7.425; 250 8.04 0 6.81; 251 8.655 0 6.195; 252 9.27 0 5.58;9.885 0 4.965; 254 -3.2625 0 10.5; 255 -2.175 0 10.5; 256 -1.0875 00 0 10.5; 258 1.0875 0 10.5; 259 2.175 0 10.5; 260 3.2625 0 10.5;-9.81667 0 5.03333; 262 -9.13333 0 5.71667; 263 -

34、8.45 0 6.4;-7.76667 0 7.08333; 265 -7.08333 0 7.76667; 266 -6.4 0 8.45;-5.71667 0 9.13333; 268 -5.03333 0 9.81667; 269 -10.5 0 -3.48;-10.5 0 -2.61; 271 -10.5 0 -1.74; 272 -10.5 0 -0.87; 273 -10.5 0 0;10.5;-10.5 0 0.87; 275 -10.5 0 1.74; 276 -10.5 0 2.61; 277 -10.5 0 3.48;-9.73125 0 -5.11875; 279 -8.

35、9625 0 -5.8875; 280 -8.19375 0 -6.65625;-7.425 0 -7.425; 282 -6.65625 0 -8.19375; 283 -5.8875 0 -8.9625;-5.11875 0 -9.73125; 285 -3.48 0 -10.5; 286 -2.61 0-10.5;-1.74 0 -10.5; 288 -0.87 0 -10.5; 289 0 0-10.5; 290 0.87 0 -10.5;-10.5;2911.74 0 -10.5; 292 2.61 0 -10.5;2933.48 0ELEMENTINCIDENCES SHELL7

36、1 5 2; 85 6 3 2; 9 6 7 43;11814199 65; 129 10 7 6;131 11 8;14192429343944495459646974798489949910410811211612012412813213614014414815215616016416817217618018418819219620020420821221622030731131531932332733133411 12 98; 15 12 13 10 9; 16 111; 171422273237424752576267727782879215 12 11; 18 15 16 13 12

37、;1 1714;2017181514;211816212931364446515961667476818915;20;26;30;35;41;45;50;56;60;65;71;75;80;86;12017;2320211817;21 22 1926 27 2418; 25 12320;26232424 25 2229 30 2721; 28 12623;23; 30 27 28 2524; 31 126; 33 30 31 2827;1 3229;3532333029;36333413532;3835363332;36 37 3441 42 3933; 40 13835;41383939 4

38、0 3744 45 4236; 43 14138;38; 45 42 43 4039; 46 141; 48 45 46 4342;1 4744;5047484544;51484915047;5350514847;51 52 4956 57 5448; 55 15350;56535454 55 5259 60 5751; 58 15653;53; 60 57 58 5554; 61 156; 63 60 61 5857;1 6259;6562636059;66636416562;6865666362;66 67 6471 72 6963; 70 16865;71686969 70 6774 7

39、5 7266; 73 17168;68; 75 72 73 7069; 76 171; 78 75 76 7372;1 7774;8077787574;81787918077;8380817877;81 82 7986 87 8478; 85 18380;86838484 85 8289 90 8781; 88 18683;83; 90 87 88 8584; 91 186; 93 90 91 8887;1 9289;9592939089;9693949190;9719592;9895969392;96 97 9493; 100 1 98 95; 101 9899 96 95;102 99 1

40、0097 96; 1031 101 98;1011029998; 105 102 103 100 99; 106 1 104101; 107 104 105 102 101;105106103 102; 109 1 107 104;110 107 108105109116117121128129133140141145152153157164165169176177181188189193200201205212104;108;113;116;120;125;128;132;137;140;144;149;152;156;161;164;168;173;176;180;185;188;192;

41、197;200;204;209;111115119123127131135139143147151155159163167171175179183187191195199203207211215108 109 1061 113 110;116 117 114120 121 1181 125 122;128 129 126132 133 1301 137 134;140 141 138144 145 1421 149 146;152 153 150156 157 1541 161 158;164 165 162168 169 1661 173 170;176 177 174180 181 178

42、1 185 182;188 189 186192 193 1901 197 194;200 201 198204 205 2021 209 206;212 213 210105;113;117;1 110 107;113 110 111 108 107;114 111 112113 114 111 110; 117 114 115 112 111; 118 1117 118 115 114; 121 1 119 116;122 119 1201 122 119;125 122 123 120 119;126 123 124125 126 123 122; 129 126 127 124 123

43、; 130 1125;129;129 130 127 126; 133 1 131 128;134 131 1321 134 131;137 134 135 132 131;138 135 136137 138 135 134; 141 138 139 136 135; 142 1137;141;141 142 139 138; 145 1 143 140;146 143 1441 146 143;149 146 147 144 143;150 147 148149 150 147 146; 153 150 151 148 147; 154 1149;153;161;165;173;177;1

44、53 154 151 150; 157 1 155 152;158 155 1561 158 155;161 158 159 156 155;162 159 160161 162 159 158; 165 162 163 160 159; 166 1165 166 163 162; 169 1 167 164;170 167 1681 170 167;173 170 171 168 167;174 171 172173 174 171 170; 177 174 175 172 171; 178 1177 178 175 174; 181 1 179 176;182 179 1801 182 1

45、79;185 182 183 180 179;186 183 184185 186 183 182; 189 186 187 184 183; 190 1185;189;189 190 187 186; 193 1 191 188;194 191 1921 194 191;197 194 195 192 191;198 195 196197 198 195 194; 201 198 199 196 195; 202 1197;201;201 202 199 198; 205 1 203 200;206 203 2041 206 203;209 206 207 204 203;210 207 2

46、08209 210 207 206; 213 210 211 208 207; 214 1209;213;213 214 211 210; 217 1 215 212;218 215 216213212;219216 217 2141 2 215; 221 2 3 216 215; 222 34 217 216;306 73 221 285 70;70 285 286 67; 308 67 286 287 64; 309 64 287 288 61;58 289 290 55; 312 55 290 291 52; 313 52 291 292 49;46 293 220 43; 316 43

47、 220 237 40; 317 40 237 236 37;34 235 234 31; 320 31 234 233 28; 321 28 233 232 25;31031431832261 288 28949 292 29337 236 23525 232 23158;46;34;22;22 231 230 19; 324 19 230 225 16; 325 16 225 244 13;32613 244 24310;10 243 242 7; 328 7 242 241 4; 329 4 241 240 217; 330 217 240 239 214;214 239 238 211

48、; 332 211 238 226 208; 333 208 226 253 205;205 253 252 202; 335 202 252 251 199; 336 199 251 250 196;Page 233734034334634935235535836136436737037419618717816916015114213312411510697250247223258255268265262277274249246260257254267264261276273193;184;175;166;157;148;139;130;121;112;3383413443473503533

49、56359362365193184175166157148139130121112249246260257254267264261276273248245259256222266263229275272190;181;172;163;154;145;136;127;118;109;339342345348351354357360363366190181172163154145136127118109248245259256222266263229275272247223258255268265262277274271187;178;169;160;151;142;133;124;115;106

50、;271270103;368103270269100;36910026922897;228 278 94; 371 94 278 279 91; 37291 279 280 88; 373 88 280 281 85;79 283 284 76; 377 76 284 221 73;85281 282 82; 375 82 282 283 79; 3763781 8 5;ELEMENT PROPERTY7 TO 911 TO 222 306 TO 378 THICKNESS 0.9DEFINEMATERIAL STARTISOTROPIC CONCRETE E 2.17185e+007 POI

51、SSON 0.17DENSITY 23.5616 ALPHA 1e-005DAMP 0.05END DEFINE MATERIAL CONSTANTSMATERIAL CONCRETE ALL SUPPORTS3 4 16 TO 18 25 30 37 41 42 46 57 5870 TO 72 79 84 91 9596 100 111 112 124192 199 203 204 -125 TO 126 133 138 145 149 150 154 165 166 178 TO 180 187208 FIXED BUT MX MYMZ KFY 112500 TITLE SELFWEIGHTLOAD 1 LOADTYPESELFWEI