2.25Cr-1Mo SECTION 1.25Cr-0 - · PDF filereinforcement pad. service. class. type. facing....
2
Transcript of 2.25Cr-1Mo SECTION 1.25Cr-0 - · PDF filereinforcement pad. service. class. type. facing....
≥ ≥2.25Cr-1Mo SECTION 1.25Cr-0.5Mo
SECTION
CARBON STEEL SECTION
1030
ID
1050 ID
83TH
K (N
OM)
905±3
520 (REF)
1660±3 BOLT TO BOLT CL.
(H
OL
D)
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1
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26.04.16
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YPN
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YPS
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PZX
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PZ
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0
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21.03.16
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YPN
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YPS
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PZX
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PZ
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THIS DRAWING IS THE PROPERTY OF ISGEC YAMUNA NAGAR, IT MUST NOT BE COPIED, LOANED OR USED OTHERWISE THAN FOR THE ORIGINAL CONSTRUCTION OR INSTALLATION OF THE PLANT THERE IN.
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REV
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DRAWING NO.
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PROJECT
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CUSTOMER
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JOB NO.
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ITEM NO.
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P.O./PR NO.
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DESCRIPTION
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TITLE
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YAMUNANAGAR, HARYANA, INDIA
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Approved
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Verified
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Checked
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Drawn
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Date
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Rev.
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GENERAL ARRANGEMENT DRAWING
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SYNTHESIS ECONOMIZER
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2016-PE2002-S1
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PE-2002-2004
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REPLACEMENT EQUIPMENT
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A-EA-601A/B
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NFL PANIPAT / NFL BATHINDA
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--
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01
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SAME
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0
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NOZZLE SCHEDULE
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MKD. NO.
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QTY.
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NPS (INCH)
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PIPE OD
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SCH.
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THK.
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REFER NOTE 1
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REINFORCEMENT PAD
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SERVICE
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CLASS
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TYPE
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FACING
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WIDTH
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THK.
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AI
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1
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12
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323.9
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-
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40.05
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-
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STUB END
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SELF REINFORCED
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INLET GAS
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AIM
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1
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12
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323.9
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-
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40.05
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-
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STUB END
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SELF REINFORCED
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INLET GAS
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BI
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1
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12
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335
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-
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38.85
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-
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STUB END
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SELF REINFORCED
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OUTLET GAS
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BIM
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1
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12
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323.9
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-
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40.05
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-
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STUB END
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SELF REINFORCED
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OUTLET GAS
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A2
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1
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12
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323.9
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-
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33.3
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-
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STUB END
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SELF REINFORCED
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INLET BFW
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A2M
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1
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12
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323.9
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-
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33.3
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-
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STUB END
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SELF REINFORCED
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INLET BFW
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B2
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1
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12
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323.9
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-
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33.3
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-
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STUB END
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SELF REINFORCED
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OUTLET BFW
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B2M
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1
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12
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323.9
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-
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33.3
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-
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STUB END
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SELF REINFORCED
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OUTLET BFW
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D
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1
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2
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105
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-
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31.05
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1500
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LWN
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RTJ
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-
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DRAIN + BF
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V
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1
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2
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105
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-
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31.05
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1500
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LWN
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RTJ
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-
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VENT + BF
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S1
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1
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2
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105
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-
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31.05
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1500
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LWN
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RTJ
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-
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SAFETY VALVE+BF
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S2
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1
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2
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105
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160
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8.74
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1500
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WN
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RTJ
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SELF REINFORCED
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SAFETY VALVE+BF
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C1-C4
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4
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4
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311
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-
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104.5
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-
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PAD
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SELF REINFORCED
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CLEANING HOLE+BF
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Issued to _______
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This drawing supersedes drawing no. _______ Rev. ___
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Issued by _______ Issued date _______
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For sub contracting / site work
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For manufacture in shop _______
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For provisional manufacture in shop _______
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For pre-planning
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DESIGN DATA
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SHELL SIDE
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TUBE SIDE
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CODE OF CONSTRUCTION
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ASME SEC. VIII DIV. 1,2013 EDITION+TEMA CLASS 'C' 2007 9th EDITION + IBR (FOR SHELL SIDE ONLY)
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OPERATING PRESSURE kg/cm2 (g)
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125
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224
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DESIGN PRESSURE kg/cm2g
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165
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260
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HYDROSTATIC TEST PRESSURE kg/cm2g
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251
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390
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OPERATING TEMPERATURE (IN/OUT) °C
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131 / 217
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317 / 169
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DESIGN TEMPERATURE °C
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300
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340
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MINIMUM DESIGN METAL TEMPERATURE °C
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-10
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-10
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HYDROSTATIC TEST TEMPERATURE °C
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7 UP TO 40 MAX
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7 UP TO 40 MAX
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NO. OF PASSES
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1
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2
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CORROSION ALLOWANCE MM
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1.5
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1.5
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RADIOGRAPHY (R.T)/JOINT EFFICIENCY
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FULL / 1
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FULL / 1
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STRESS RELIEVING (PWHT)
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YES (REFER NOTE 3)
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YES (REFER NOTE 3)
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IMPACT TESTING
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REFER NOTE 4
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PTC REQUIREMENTS
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REFER NOTE 5
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INSULATION (BY OTHERS) MM
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100 (HOT)
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100 (HOT)
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FLUID CIRCULATED / DENSITY
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B.F.W. /
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CONV. EFFLUENT GAS / -
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WEIGHT: EMPTY /BUNDLE / WATER kgs
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29000/4950/2000 PER SHELL
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PAINTING
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REFER SHEET 2
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INSPECTION
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LRA + IBR
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LRA
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ADDITIONAL LOADING AS PER UG-22
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a) INTERNAL PRESSURE b) STATIC HEAD c) WIND LOADING
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d) SEISMIC LOADING
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TYPE OF EXCHANGER / SIZE -/mm
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CEU (HORIZONTAL) / ID 1050 x 2757 TUBE LENGTH
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SURFACE AREA PER UNIT (EFF.) M²
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197 / SHELL
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WIND DESIGN CODE
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-
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EARTHQUAKE DESIGN CODE
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-
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DESCRIPTION
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ZONE
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REV.
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QTY.OF SPARES ADDED IN BOM.OF SPARES ADDED IN BOM.
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G/13-16
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1
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DISPATCH NOTE REVISED.
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E-F/7-12
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IBR STAMPING DETAIL ADDED.
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A/11-12
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GENERAL ARRANGEMENT
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2016-PE2002-S1
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GENERAL NOTES
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2016-PE2002-S2
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DETAIL OF SHELL FOR ITEM NO A-EA-601A
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2016-PE2002-S3
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DETAIL OF TUBE BUNDLE FOR ITEM NO A-EA-601A
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2016-PE2002-S4
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DETAIL OF SHELL FOR ITEM NO A-EA-601B
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2016-PE2002-S5
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DETAIL OF TUBE BUNDLE FOR ITEM NO A-EA-601B
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2016-PE2002-S6
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DETAIL OF CHANNEL COVER
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2016-PE2002-S7
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DETAIL OF SHORT PIPE
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2016-PE2002-S8
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INTERMEDIATE SADDLE DETAILS-I
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2016-PE2002-S9
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INTERMEDIATE SADDLE DETAILS-II
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2016-PE2002-S10
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SADDLE DETAILS FOR ITEM NO A-EA-601B-I
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2016-PE2002-S11
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SADDLE DETAILS FOR ITEM NO A-EA-601B-II
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2016-PE2002-S12
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DETAIL OF STUD BOLT FOR CHANNEL COVER
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2016-PE2002-S13
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DETAIL OF NUT FOR CHANNEL COVER
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2016-PE2002-S14
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NAME PLATE STAMPING DETAIL
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2016-PE2002-S15
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TRANSPORTATION DRAWING-I
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2016-PE2002-S16
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TRANSPORTATION DRAWING-II
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2016-PE2002-S17
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OD (mm)
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PITCH (mm)
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THK. MIN. (mm.)
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MATL.
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QTY.
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LENGTH OF TUBES EFFECTIVE (mm)
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CORROSION ALLOWANCE (mm.)
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TUBE DATA
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19.05
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25
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2.77
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SA213GRT22
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661
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2450
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0
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NO. OF JOBS REQD.= THREE
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NOTES :- 1.ALL NOZZLE FLANGES SHALL BE AS PER ASME B16.5 (2009). ALL NOZZLE FLANGES SHALL BE AS PER ASME B16.5 (2009). 2.NAME PLATE SHALL BE TACK WELDED ALSO TO THE BRACKET ON FOUR NAME PLATE SHALL BE TACK WELDED ALSO TO THE BRACKET ON FOUR CORNERS WITH GTAW PROCESS USING ER309L WIRE. 3 I) SHELL ASSEMBLY (EXCLUDING SADDLES & SHELL BELT 12) SHALL BE PWHT AS PER FOLLOWING CYCLE PWHT AS PER FOLLOWING CYCLE (LOCAL PWHT C2 CAN BE DONE):- a) LOADING TEMPERATURE (MAX) = 400°C b) RATE OF HEATING (MAX) = 56°C/HR c) SOAKING TEMPERATURE = 610°C±10°C d) SOAKING TIME (MIN) = 150 MINUTES e) RATE OF COOLING (MAX) = 56°C/HR f) UNLOADING TEMPERATURE (MAX) = 400°C II) SHELL BELT (PT NO 12) AFTER WELDING OF ALL ATTACHMENTS & BUTTERING SHALL BE PWHT AS PER SHELL BELT (PT NO 12) AFTER WELDING OF ALL ATTACHMENTS & BUTTERING SHALL BE PWHT AS PER PWHT AS PER FOLLOWING CYCLE: a)LOADING TEMPERATURE (MAX) = 400 C b) RATE OF HEATING (MAX) = 56 C/HR LOADING TEMPERATURE (MAX) = 400°C b) RATE OF HEATING (MAX) = 56°C/HRc) SOAKING TEMPERATURE = 690 C 10 C d) SOAKING TIME (MIN) = 200 MINUTES SOAKING TEMPERATURE = 690°C±10°C d) SOAKING TIME (MIN) = 200 MINUTESe)RATE OF COOLING (MAX) = 56 C/HR f) UNLOADING TEMPERATURE (MAX) = 400 C/HR RATE OF COOLING (MAX) = 56°C/HR f) UNLOADING TEMPERATURE (MAX) = 400°C/HRIII)TUBESHEET ASSEMBLY AFTER WELDOVERLAY AND WELDING OF ALL ATTACHMENTS SHALL BE PWHT AS PER TUBESHEET ASSEMBLY AFTER WELDOVERLAY AND WELDING OF ALL ATTACHMENTS SHALL BE PWHT AS PER AS PER AS PER FOLLOWING CYCLE: ( LOCAL PWHT OF C1 CAN BE DONE): a)LOADING TEMPERATURE (MAX) = 400 C b) RATE OF HEATING (MAX) = 56 C/HR LOADING TEMPERATURE (MAX) = 400°C b) RATE OF HEATING (MAX) = 56°C/HRc) SOAKING TEMPERATURE = 690 C 10 C d) SOAKING TIME (MIN) = 360 MINUTES SOAKING TEMPERATURE = 690°C±10°C d) SOAKING TIME (MIN) = 360 MINUTESe)RATE OF COOLING (MAX) = 56 C/HR f) UNLOADING TEMPERATURE (MAX) = 400 C/HR RATE OF COOLING (MAX) = 56°C/HR f) UNLOADING TEMPERATURE (MAX) = 400°C/HRIV)TTJ (TUBE TO TUBESHEET JOINT) SHALL BE PWHT AS PER FOLLOWING CYCLE : TTJ (TUBE TO TUBESHEET JOINT) SHALL BE PWHT AS PER FOLLOWING CYCLE : AS PER FOLLOWING CYCLE : a)LOADING TEMPERATURE (MAX) = 400 C b) RATE OF HEATING (MAX) = 56 C/HR LOADING TEMPERATURE (MAX) = 400°C b) RATE OF HEATING (MAX) = 56°C/HRc) SOAKING TEMPERATURE = 690 C 10 C d) SOAKING TIME (MIN) = 60 MINUTES SOAKING TEMPERATURE = 690°C±10°C d) SOAKING TIME (MIN) = 60 MINUTESe)RATE OF COOLING (MAX) = 56 C/HR f) UNLOADING TEMPERATURE (MAX) = 400 C/HR RATE OF COOLING (MAX) = 56°C/HR f) UNLOADING TEMPERATURE (MAX) = 400°C/HR4.ALL PRESSURE PARTS (EXCEPT BOLTING) SHALL BE IMPACT TESTED AT -10 C. IMPACT VALUE FOR ALL PRESSURE PARTS (EXCEPT BOLTING) SHALL BE IMPACT TESTED AT -10°C. IMPACT VALUE FOR ALLOY STEEL SHALL BE 32J (AVG) & 25J (AVG) FOR CARBON STEEL. 5.PTC IS REQUIRED FOR CATEGORY A & B JOINTS. PTC IS REQUIRED FOR CATEGORY A & B JOINTS. 6.GASKET FACTORS FOR DOUBLE CONICAL GASKET ARE AS UNDER GASKET FACTORS FOR DOUBLE CONICAL GASKET ARE AS UNDER M = 0 Y = 0
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FPW = FULL PENETRATION WELD
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1
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1
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NAME
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PLATE
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170
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135
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135
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NAME PL. BRACKET
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6
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F70
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70.02
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70.03
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70.01
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(SEE NOTE 2)
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350
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50
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200
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200
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262.5
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262.5
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C1
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C2
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C3
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C1
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C2
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C3
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T.L.
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T.L.
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D
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D
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D
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D
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E
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JOB NO PE-2003-2004
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(ITEM NO A-EA-601A)
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JOB NO PE-2002
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(ITEM NO A-EA-601B)
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CL
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250±3
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250±3
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105±3
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105±3
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105±3
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105±3
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105±3
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105±3
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250±3
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250±3
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105±3
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105±3
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C
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B
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90°
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NAME
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PLATE
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NAME
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PLATE
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90°
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180°
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270°
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270°
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"T"
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0°
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"T"
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90°
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90°
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180°
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270°
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270°
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VIEW FROM - BB VIEW FROM - BB CHANNEL ORIENTATION
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VIEW FROM - AA VIEW FROM - AA SHELL ORIENTATION
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AI
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AIM
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BI
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BIM
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S1
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V
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C1
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B2
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A2M
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C2
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B2M
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C3
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S2
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C4
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D
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A2
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'A'
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'A'
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'B'
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'B'
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S2
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D
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C4
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A2
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BI
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C2
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C1
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V
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S1
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B2
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AI
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BIM
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AIM
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22.01
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03
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60
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61
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62
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64
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01
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12
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13
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A2M
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B2M
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NAME PLATE
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NAME PLATE
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70
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70
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SECTIONAL ELEVATION
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63
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65
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DISPATCH NOTE:- ITEM NO A-EA-601A (JOB NO PE-2004 SHALL BE DISPATCHED TO NFL BATHINDA ALONG WITH SHORT PIPES + SHIM PLATES & ITEM NO A-EA-601B (JOB NO PE-2002) AND ITEM NO A-EA-601A (JOB NO PE-2003) ALONG WITH SHORT PIPES + SHIM PLATES SHALL BE DISPATCHED TO NFL PANIPAT.
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1
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68
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68
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DETAIL HOLD CLIENT TO CONFIRM
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ENLARGED DETAIL-"B"
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22.05
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22.06
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22.09
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22.07
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22.08
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22.01
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03
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22.08
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22.09
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O/S
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323.9
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323.9
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DETAIL- "E"
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(SITE WELD BY CLIENT)
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28
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28
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1075 FROM CL
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1075 FROM CL
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O/S
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(FOR SHOP HYDROTEST)
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O/S
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DETAIL- "D"
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(SITE WELD BY CLIENT)
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DETAIL-"C"
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SEAL WELD
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2
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IBR STAMPING DETAIL
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SYNTHESIS ECONOMIZER
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INSPECTION AUTHORITY SEAL
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WORKS JOB NO. / ITEM NO. : *
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TESTED TO : 251 kgf/cm2(g)
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INSPECTING OFFICER
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DESIGN PRESSURE: 165 Kgf/cm2(g)
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TESTED ON :
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YEAR OF MAKE :
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ISGEC YAMUNANAGAR
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FOLLOWING DETAIL TO BE STAMPED ON SHELL OD
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PE-2002
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PE-2003
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ITEM NO.
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* WORKS JOB NO.
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A-EA-601B
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A-EA-601A
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PE-2004
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A-EA-601A
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