林德标准的管道支吊架图集_部分6（可编辑）

林德 标准 excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载 的管道支吊架图集_部分6（可编辑） 林德标准的管道支吊架图集_部分6 I 06.94 LINDE AG LINDE STANDARD Werksgruppe Verfahrens- Sliding and Guiding Supports Heavy Type technik und Anlagenbau for Horizontal Piping, Cold-Insulated 545-26 Hollriegelskreuth Allowable Loads Part 2 bei Munchen Checked:TKK ‘%. Orig.: Dr.WolfeUTro. Appr.: TAN Total 4 Pages 1 Calculation Basis The stresscalculationfor the pipingsupportsaccordingto LS 544and LS 545containsthe staticalanalysisof the allowablesingleforcesand momentsforanchorsupports. Asto their influence,the forcesand momentsare consideredindependentlyfromeach other,meaningthat e.g. the influenceof an existingforcecomponenton the allowablevalueof anotherforceor momentcomponentwill notbe considered. Consequently,no interactionrelationfor combinedloadsis given.A conservativeestimationis givenwith c 1,0for the sumof the individualrate ofutilization: +1Mz/Mzmll s 1,0 IFX/FXmll+1Fy/Fyzull +1FZ/FZZ~l+tMx/Mxmll +1My/Myml 2 Table Data The tablescontainthe allowablesingleloads. The directionof the forcesFx, Fy,Fz is shownin the figuresof Part 1,the momentsare actingin radial direction. Mt meansthe clampboltingtorque. 196 June 1994 Linde-KCA-Dresden GmbH KB 33 Page2 ROHAFE- Results LS545-26P.2 , GuidingSupport,horizontal,cold-insulated,heavytype ???? -----_________----------------------- ??????????? ????.?????..?????????????????????? Temperature:50? C Type:A MaterialGroup:1 Singleallowableforces[kN]and moments[kNm]and assemblytighteningtorquesMt [Nm]: !! Fx+ Fx- DN ! I?y+ Fy- ! l?z+I?z-! Mx ! My ! MZ !! Mt !! 15 !! l ! ! !!W*4 ! 38 1,9 ! 3? 16,0! 20 !!! ! ! !!17.G ! 4s’ !19,6 20,2! I*7 25 !! ! ! !! 1?,6! 4.s ! , !lot6253! 17 32 ! !! ! ! !! ! !12,031,9! 49 1s Q 18@40 ! ! l ! ! ! !! ! Is !12.036,3! 187 l 49 ! ! ! so !! ! !! 37’s 79 9 q9 r !19,656,?! l ! 65 ! ! ! ! 79 19 # !19,G??,s! !!37.s! f 80 !!! !23,590,3! ! ! 91 19 4 !!41,8! ! ! ! ! !! 100 ! ! 273 464 # 101 !30,8150,! !~~ l%,! ! ! !! ! I-25!! 18:5 ! 343 102 l ! ! !! ! ! 4j’6 150!! IL!7 W6,822?.! 102 l ! ! !!lq3, ! 200 !! jy,s 3?1.! ! 47’8 !62,1 8 ! ! !! ! 250 ! ! ! 52,s 201 # !60s 462,! Ml v ! ! ! !! 300 !! 243 w t ! S?.6 !103.586.! ! ! !! ! !IFZ630.! 350 !! 3,1 ! 64.7 243v ! ! !!252+ ! 400 ! ! 36,4 ! 695!108,68L! 500 !! 34.8 ! 103. !103.Os! ! ! !!241! !! ! ! ! !10’, 8gl,! 600!! 34.0 ! 101. 236 ! 700 !! !g6,2. 931.! ! ! !!U.g:! 331 b 856 i ! !!2 * ! 750 ! ! !96,z931,! ! ! 331 8.S6 J 29 !93,49??,! ! ! !!224* ! BOO !! 32:4 ! 746 - ! !! ! ! ! ! ! 900 !! 1000 ! ! Remarks: 197 Linde-KCA-Dresden GmbH June 1994 ROHAFE- Results Page 3 KB 33 GuidingSupport,horizontal,cold-insulated,heavytype LS 545-26P.2Type:B MaterialGroup:1 Temperature:500 C Singleallowableforces[kNlandmoments [kNm]and assemblytighteningtorquesMt[Nm]: -------- !! Fx+ Fx- DN ! Fy+ Fy- ! Fz+I?z-! Mx ! My ! F’lz!! Mt ! 15 !! ! 40 12 Y ‘15,4! !9.916,0! $ ! ii7 12 l !72,020,2! 4 ! 25 !! * 18? 49 l ------ 37.5! !195 39#8! ---- ! 3?s t 11 l 50 !! ! ! 4f*8 74 B !23,S68.0! 91 f ! 65 !! 73 r 91l 418 ! ! 13 !26,0105! 464 t f ! ! !! l ~ 100 ! ! ~gas ! 102 188 WL3 1so,! ! ! ~! ! ! 24’Z 125!! 20,5 , !S9,9236J 113 b !6L0 285’,! 150!! 20,5 ! 3001 ------------- 200 !! 201 r ------------- ! 250 !! !59.3513 ! 200 400 t ------------- 300!! 36:4 !106.596-! ------------- 350 !! ! 51,1 364 !.10640,! ------------- !!247. ! 400!! 3;7 !IE.690.! ------------- 500 !! 340 4 ! 8s2 !99?72s0.! ------------- ! 600 !! 331 816 * ------------- !“ !!24, ! ! 77.5 700 ! ! 32:4 !92.8931.! --------- e--- 750 !! 324 v ------------- ! 63!89,69?1.! 800!! 31.4 -------------900 !! ------------- 1000 !! ------------- Remarks:198. , ._! .,, Linde-KCA-Dresden GmbH June 1994 ROHAFE- Results Page4 KB 33 GuidingSupport,horizontal,cold-insulated,heavytype LS 545-26P.2Type:C MaterialGroup:1 Temperature: 50? C Singleallowableforces[kN]and moments[kNm]and assemblytighteningtorquesMt [Nm]: 4 !! Fx+ Fx- DN ! Fy+ Fy - ! Fz+ l?z- ! !?hc ! My ! h’lz !! Mt ! -?--- ?-???------- ? ? ---- ? -- ? --- ?------ ----- ?? ?--?--?? ??---?----- ??------------- ?-- ??? ?-- ? ---- -------------?? 15 !! ! ! ! ! ! !! !! ! ! !! ! 25 !! !! ! ! ! ! 32 !! ! ! ! ! ! !! !! ! ! !! ! _______________________________ 65 !! ! ! !! ! ! ! !! ! ! ! !538 193.! 100 !! 20,5 ! 13,9 125 !! 201 8 ! 18,2 !S/7 23L!150 !! ! 22.9 !J8,62E,! 201 8200 ! ! 20, !BS 412.! ! 27.+ 250 !! !!243, ! !102,546,! 351 * ! 31,6 !! ! 300 !! ~,? 247 !102,6060! !! ! 350 !! ~,? 24?J!! ! 400 !! J~,g! 4S,9 !100,690.! 241 ! 500 !! * 7? &1 ! 94.9 w,! 331 ----- !!224, ! 600 ! ! 32,4 ! 68,4 !923891,!!89,1931 ! -------- 750 !! 3’t *h !89.f 931.! -- 800 !! ! 82.09?1.! * ! sk2 m 900 !! ---------------- 1000 ! !Remarks: 199 Issue 07.94 LINDE AG LINDE STANDARD Werksgruppe Verfahrens- Anchor Supports Heavy Type technik und Anlagenbau for Horizontal Piping 545-27 Hollriegelskreuth Cold-Insulated Part 1 bei Munchen Orig.: Rot./Ebe. Checked: Appr.: TKN Total 5 Pages lDimensionsin mm/ Unitof Quantity: Piece/ TPS091-lXX I Part decimation: FPVKA.B.C I 1 General Remarks 1.1 Types: Afor DN 15to 800andpipe insulation thickness 80 Bfor DN 15to 800andpipe insulation thickness ~80160250 1.2 Exampleof designation: Partname,typeA, DN 100,standard LA545-27 MaterialWERKSTOFF-GR. 1 ANCHORSUPPORT VA 100 LS 545-27 WERKSTOFF-GR. 1 1.3 Thematerialgroupshallbe selectedace.to theoperating temperature of thepipingasperLS 540-10. 1.4 Weldingseams: If notgivenin thefigures,allweldingseamsshallbe continuous filletand/ordoublefilletwelds resp.witha 3 for DN 15to 80 anda 4 for DN 100to 800. 1.5 Tolerancesace.to 1S0 2768-C. 1.6 Theadmissible forcesshallbe takenfromLS 545-27Part2. 1.7 If apipeis reducedandsupported //.eson racks,theheight“H” alsofor thereducedpipeshallbe selectedaccordingto theinsulation thickness of thelargerDN. 1.8 FromDN 80to 800, stoppiecesmadeof material equivalent topipingmaterial areweldedto thepipe. 2 Piping DN 15 to 40? --. 4 7; l----- ? .? l “- n Fx x IT2s0 6 !j\welcje during sembly weld / inst01[0 tion Figure 1 200 Page 2 LS 545-27P 1 Issue 07.94 LINDE AG Werksgruppe Verfahrenstechnik und Anlagenbau Table 1: Constructional DimensionsandStructuralDimensions Item 1112131415 OuantiN I 2 I 1 I 1 I 2 I 2 Pipe PipeClamp Plate Plate Insulation Plate TypeA 8 X h X 250 Part 6 X h9 X 60 LS 546-05 EN 10029 LS 546-10 EN 10029 h9 H da dl h Type Type Type Type Type AB AB AB A!B AB F 21,3 61 77 94 166 A15 B15 40 45 142 222 20 26,9 77 89 88 162 A20 B20 40 50 145 225 25 33,7 77 89 92 166 10x8OX25OA25 B25 40 45 148 228 32 42,4 89 115 90 155 A32 B32 40 60 153 233 40 48.3 T89 115T 93 158 T A40 B40 40 50 156 236 I 3 Piping DN50t080 Fz “t\*-i , l ! Fy .?- --- 7* i- ‘II -k l l \ A U3 x c .I-27qg&. /. 4 welded during assembly weld bl 6 l’! installation Figure 2 Table2: Constructional Dimensions Item 1 2 3 4 5 6 Quantity 2 2 1 1 2 2 Pipe PipeClamp Plate Plate Plate Insulation Plate DN TypeA 10x m x e 12Xbl X 11 10X h X 11 Part 8 X60X h9 LS 546-05 EN 10029 EN 10029 EN 10029 LS 546-10 EN 10029 da dl m e bl 11 h 11 h9 Type Type Type Type Type Type A B A B A B A B A B A B A B 50 60,3 115 140 60 94 160 80 190 180 82 150 190 180 A50 D50 40 50 65 76,1 115 140 60 102 168 80 190 180 90 157 190 180 A65 D65 30 50 80 88.9 140 169 80 100 163 100 180 170 84 149 180 170 D80 E80 40 50 201 Issue 07.94 LS 545-27 P 1 Page 3 LINDE AG Werksgruppe Verfahrenstechnik und Anlagenbau Table3: StructuralDimensions Pipe 1 H DN Type Da A B 50 60,3 250 162 242 65 76,1 250 169 249 80 88,9 250 176 256 4 Piping DN 100 to 800 Fz !during tion Figure 3 Table4: Constructional Dimensions 3 Item 1 2 2 2 1 Quantity Pipe PipeClamp Plate Plate DN TypeA S4x e x m S1X bl X 11 LS 546-05 EN 10029 EN 10029 m S1 bl 11 da dl S4 e Type Type Type A B c A B c A B c 100 114,3 169 220 273 10 108 152 212 120 12 140 170 170 150 125 139,7 220 273 324 10 91 141 202 140 12 160 170 170 150 150 168,3 220 273 324 10 122 167 226 180 12 200 170 170 150 200 219,1 273 324 356 12 127 172 242 220 15 240 248 248 238 250 273 324 356 407 12 138 195 246 260 15 280 248 238 208 300 323,9 407 457 508 12 109 158 218 280 15 300 208 198 188 350 355,6 407 457 508 15 125 174 234 280 15 300 205 195 185 400 406,4 457 508 610 15 134 182 212 320 15 340 195 185 185 500 508 610 712 813 15 105 125 159 360 15 380 385 385 385 600 610 712 813 915 15 96 119 154 360 15 380 385 385 385 700 711 813 915 1016 15 100 123 158 400 15 420 585 585 585 750 762 813 915 1016 15 126 149 184 400 15 420 585 585 585 800 813 915 1016 1120 15 94 119 153 400 15 420 585 585 585 202 Page 4 I-S 545-27P 1 Issue 07.94 LINDE AG Werksgruppe Verfahrenstechnik und Anlagenbau I I Table5: Constructional Dimensions Item 4 5 6 OuantitvI 1 2 4 ~ Plate Insulation Plate Pipe Part S9 X b9 X 19 DN S2X h X 11 EN 10029 LS 546-10 EN 10029 S2 h 11 S9 b9 19 da Type Type Type Type A B c A B c A B c A B c E1OOF1OO7 45 80 105 120 E 114,3 10 82 132 195 170 170 150 D1OO 115 120 125 139,7 10 65 119 183 170 170 150 D125 E125 F125 8 65 90 8 50 80 105 120 150 168,3 10 79 132 197 170 170 150 D150 E150 F150 50 80 95 120 200 219,1 12 74 129 203 248 248 238 D200 E200 F200 10 250 273 12 76 140 199 248 238 208 D250 E250 F250 10 50 65 95 120 300 323,9 12 55 110 174 208 198 188 D300 E300 F300 10 70 100 120 120 350 355,6 15 71 126 190 205 195 185 D350 E350 F350 10 55 80 105 120 400 406,4 15 71 126 165 195 185 185 D400 E400 F400 10 55 80 130 150 500 508 15 45 74 114 385 385 385 D500 E500 F500 12 80 130 180 150 600 610 15 45 74 114 385 385 385 D600 E600 F600 12 80 130 180 150 700 711 15 45 74 114 585 585 585 D700 E700 F700 12 80 130 180 150 750 762 15 71 100 139 585 585 585 D750 E750 F750 12 55 110 160 150 800 813 15 45 75 113 585 585 585 D800 E800 F800 12 80 130 185 150 Table6: StructuralDimensions Pipe DN 1 H da Type A B c 100 114,3 250 189 269 359 125 139,7 250 202 282 372 150 168,3 250 216 296 386 200 219,1 350 241 321 411 250 273 350 268 348 438 300 323,9 350 293 373 463 350 355,6 350 309 389 479 400 406,4 350 335 415 505 500 508 550 385 465 555 600 610 550 436 516 606 700 711 750 487 567 657 750 762 750 512 592 682 800 813 750 538 618 708 203 Page 5 Issue 07.94 LS 545-27 P 1 LINDE AG Werksgruppe Verfahrenstechnik und Anlagenbau 5 Weights Table7:Weightsfor AnchorSupports AnchorSupport Pipe TypeA TypeB T-e C DN Weight Weight Weight da kg kg kg 15 21,3 5,9 7,4 20 26,9 6,1 7,8 25 33,7 6,2 7,9 32 42,4 6,6 10,9 40 48,3 6,6 10,9 50 60,3 10,3 13,7 65 76,1 10,3 13,7 80 88,9 12,6 16,7 100 114,3 17,6 29,0 42,1 125 139,7 26,8 40,1 50,0 150 168,3 28,2 41,6 51,7 200 219,1 44,1 55,8 68,1 250 273 52,3 64,1 110 300 323,9 97,1 120 146 350 355,6 97,2 121 161 400 406,4 114 140 178 500 508 166 204 247 600 610 183 219 267 700 711 216 257 302 296 750 762 210 251 800 813 230 273 332 Revision:- PreviousIssues:- Copyrightreserved. 204 I 06.94 LINDEAG LINDE STANDARD AnchorSupportsHeavyType Werksgruppe Verfahrens- forHorizontalPiping,Cold-Insulated technik und Anlagenbau 545-27 Allowable Loads Hollriegelskreuth Part 2 bei Munchen Checked:TKK ~. Orig; Dr.Wolfl/Tro. Total 4 Pages 1 Calculation Basis The stresscalculationfor the pipingsupportsaccordingtq LS 544and LS 545containsthe staticalanalysisofthe allowablesingleforcesand momentsforanchorsupports. As to their influence,the forcesand momentsare consideredindependently fromeach other,meaningthat e.g. the iniluenceof an existingforcecomponenton the allowablevalueof anotherforceor momentcomponentwill notbe considered. Consequently,no interactionrelationfor combinedloadsis given.A conservativeestimationis givenwith 1,0for the sumofthe individualrate ofutilization: +1 My/Myzull+1 Mz/Mz~l 1,0 IFxExZUII +lFy/Fyzull+1Fz/Fz~ll +lMx/Mx~ 2 Table Data The tablescontainthe allowablesingleloads, The directionof the forcesFx, Fy,Fz is shownin the figuresofPart 1,the momentsare acting in radial direction. Mt meansthe clampboltingtorque. 205 Linde-KCA-Dresden GmbH June 1994 ROHAFE- Results Page 2 KB 34 AnchorSupport,horizontal,cold-insulated,heavytype LS 545-27P.2Type:A MaterialGroup:1 Temperature:,500C Singleallowableforces[kN]and moments[kNm]ad assemblytighteningtorquesMt [Nm]:-------------- !! 17x+ Fx- IN ! ~+ ~- ! Fz+ I?z- ! MX ! My ! MZ !! Mt !I*9 !9.?i6.o! 0,04! 1,02 ! 0,s9!! Is+ ! 17* !10/620,2! 0,06! I,U! 0,%!! 1G ! 25 ! ! , 146 17 * !10.625,3! 0,08! 1.12! 0.93!! 17,6! ! 15 !12.031.9! 0,08! 1.26! 114!! 18,7! ! 15 b !12.036.3! , ! , ! 114!! 18,7! 008 ?26 50 ! ! , ! 123 63 l !22.35617! 0,24! 2,23! l.%!! 37.5!‘! ! ! 8099 129 t 100 ! ! 50,8 ! 27.2 !30.8‘t50, ! 0,5?! 2,7?! 4,%!!46,4! 125 ! ! * ! 34.3 !s 184.! 1.29! 5.00! 5.79 ! ! 102. ! 405 150 !! 50,f 200 !! !64S 371,! 2.24! %39 !16,9!!113+ ! 493 1 250 ! ! ~,3 !63,s462,! 2.?5! 8,ZG!18,0. !!111, ! ! 8! 300 !! @ !IOZ W4.! 5,69! lf,2!20.9!!243. ! 38*g 921 ! 350 ! ! 4 , !10?.707.!6,24! lf,8! 20,9!!243, ! 484 873 !“ 400 ! ! !112.79?,! ?,40! If.?! 20,?!!X2. ! 673 # 105# ! 500 !! 11s !104.M?.! 503 8,85!20,9!26,5!!241, ! 600 ! ! 5;Z ! .Iof; !‘too. w.! 10.4!20/0!20/2!!236.! 700 ! ! 50,3 ! 90, !9;.968,! 11,8! 29,0i 26,9!!22.9,! !g?.%%! 12.6! Zg.O ! 26,9!!229, ! TSO ! ! 6?.2 ! 90, 800 ! ! SOZ !93,+968,! 13,2! 28,0! 22.4!!2.24,! ! 74.6 ! ! ! ! ! !! ! 900 !! ! ! ! “ ‘“ ! ! ! ! ! 1000 ! !4Remarks: ‘ 206Linde-KCA--Dresden GmbH June 1994 ROHAFE- Results Page 3 KB 34 AnchorSupport,horizontal,cold-insulated,heavytype LS 545-27P.2Type:B MaterialGroup:1 Temperature:500 C Singleallowableforces[kN]andmoments [kNm]and assemblytighteningtorquesMt[Nm]: !! Fx+ Fx- DN ! Fy+ Fy- ! Fz+ I?z- ! Mx ! My ! Mz !! Mt !J-S!! 12.4 ! 1,2 ! 9.9 16/0 ! 9,04 ! 1,04 ! 0.59!! 15.$!20 !! f’f,525 !! 12,5 ! !IZ. o 2S,3! 0.08! 1.26! 0,93!! 18.7! 32 !! 101 4 !195 39,8! 0,!0! 1,95! 1,39 ! ! 37 !! 41 l !2X3 6$L0 ! 0,27 ! 2,4s! 2.26!! 41.8! 65 !! , 111 80 ‘! ! !29, ! ql~.! 0,4s! 2,62! 3WI !!46,4! 101 I !5%3 1s’0, ! I*O6! 4*89! 4.74!!102.! !59,9B6,! l ! “ ! 24+2 143 +79 ! 6,26!!q13, !150 !! 38.0 !62.1W,! %?2 ! 4,97! ?,97!!I-13,! 348 0 200 !! 34,8 250 !! 162,0 313. ! 2.?3! ! 14,3!!111, ! 401 I300 !! f 364 72t2 !109’k! S90!IW ! 16% !!Z’Z? ! 350 !! 364 1 L92 r 400 !! 150,4 84,3. !108,80?.! ZZ5 ! ?0,8! 16s3!!247. ! 500 !! 8,X! 20,0! 20,2!!236, ! 340 4 95,3 !IOOz88?.! “, r. 600 !! ; t 331!96/88F.!IM ! 19.1!16,3!!229.! TOO!! 32.4 ! ?4,6 !U,+ 968,!11.5! 28,0!“22A !!224. !750 !! 74,6 389 # !93.%9W !12,3! 28/0!22,4!!u&, ! .- I 800!! 31,4 637 --- --------- --------------- 900 !! --- ! ! !! ‘- ! ! ! ! 1000 ! ! ---- Remarks:. - -..-. 207 Linde-KCA-Dresden GmbH June 1994 ROHAFE- Results Page4 KB 34 AnchorSupport,horizontal,cold-insulated,heavytype US545-27P.2Type:C MaterialGroup:1 Temperature:500 C SingleaUowableforces[kN]andmoments [kNm]andassemblytighteningtorquesMt[Nm]: ? !! Fx+ Fx- DN ! Fy+ Fy- ! Fz+ Fz- ! 14x ! My ! Mz !! Mt ! ________________________________________ 25 !! ! ! ! ! ! !! !! 32 !! ! ! ! ! !! ! __________________________________________ __________________________________________ _________________________________________ ---------- ---------------- _______________________________________ ------------ ---------------- !! ! ! ____________________________________ -------------- ---------------- ____________________________________ -------------- ---------------- 125 !! !W,7 236.! 1,41! 4.62! 4J0 !!III, ! 228 I 150 !! !59/52S-,! 1,69! 4.7%! 6JN!!111 ! 261 * ___________________________________ ---------------- 200 !! 28.8 ! 407 , !60,2412.! 2,19! ?,52 ! Iq,o ! ! Ill, ! _______________________________ 250 !! r 351 !106,664.! 4,79! 11,7300 !! 357 r ! 5M !106.724,! S78 ! 10,6 ---------------- ! 13,g!!2474 ! 350 !! 3s7 4 ---------------- ---------------- -: ! qf,6!!24q, ! ! 652 !102.80?, !08! 10,2 400 !! 34X ! 500 !! !!Z29, ! 331 l 163 * ---------------- !52.1~?.! 9.87! 18,4 ! 68,4 GOD!! 32,4 --------------- ---------------- !’ .? ! 63,7 19.1!!2111,! !89,L968,!11,2! 26,9 750 !! ! 63,7 ! 89,G96&!12.0!26,9!-19,1 !!218, ! 31’4-------800 !! ! 54.2 297 ! 82.cI 968,!118 !24.6!‘j6,2!!Z’1 ~ ! r-------.’ 900 !! ------- ---- !! 1000 !! -------Remarks: 208 Issue 05.2003 LINDE STANDARD for Horizontal Piping Linde Engineering Non-Insulated and Heat Insulated Division Orig.: TAW-N/Jungbauer Checked: TKC/Dieckmann Appr.: TAW-N/Gaebel Total 3 Pages LS-Class: BM Replaces Descriptors: Sliding Shoe, Support Issue 11.2002 Dimensions in mm / Unit of Quantity: Piece / Technical Purchase Specification LS 091-1XX !!" #$#%# & ’ * 1.1 Types: A for DN 100 to 800 and pipe insulation thickness 60 100 160 220 1.2 Example of designation: Part name, generally P for PTFE Sliding Plate, type A, DN 150, standard LS 545-30, material MATERIAL GROUP 11 SLIDING SHOE PA 150 LS 545-30 MATERIAL GROUP 11 1.3 The material group shall be selected acc. to the operating temperature of the piping as per LS 540-10, see selection diagram. 1.4 Welding seams: If not given in the figure, all welding seams shall be continuous fillet welds with a4 for DN 100 to 800. 3 General Tolerances acc. to ISO 2768-c. + , ’ - ’ 209 Issue 05.2003 LS 545-30 Page 2 LINDE AG Process Engineering and Contracting Division . ’ % -/ Item 1 2 3 Quantity 2 2 1 Pipe Pipe Clamp Plate 10 x e x m Plate 12 x h x L1 DN LS 546-05 EN 10029 EN 10029 da d1 e mh L1 Type Type AB C D A B C D 100 114,3 115 82 122 182 242 80 71 111 171 231 190 125 139,7 140 79 119 179 239 80 71 111 171 231 180 150 168,3 169 83 123 183 243 100 71 111 171 231 170 200 219,1 220 84 124 184 244 140 63 103 163 223 270 250 273,0 273 93 133 193 253 180 64 104 164 224 250 300 323,9 324 94 134 194 254 200 63 103 163 223 250 350 355,6 356 91 131 191 251 200 63 103 163 223 240 400 406,4 407 87 127 187 247 220 59 99 159 219 210 . + % -/ - / - Item 4 5 Quantity 1 1 Pipe Plate Plate: 1.4404 H1 DN 12 x b x L2 3 x b1 x L3 EN 10029 polished da b L2 b1 L3 Type AB C D 100 114,3 100 250 90 240 153 193 253 313 125 139,7 100 250 90 240 166 206 266 326 150 168,3 120 250 110 240 180 220 280 340 200 219,1 160 350 150 340 203 243 303 363 250 273,0 200 350 190 340 230 270 330 390 300 323,9 220 350 210 340 255 295 355 415 350 355,6 220 350 210 340 271 311 377