PRICES CURRENTLY SHOWN AS 2006 - PLEASE APPLY A FACTOR OF x 1.3 AS A GUIDE TO CURRENT JUNE 2010 PRICES | | CONSTRUCTION | Vertical cylindrical, 2:1 semi ellipsoidal ends. | | DESIGN CODE | PD5500: 2003, Category 2. | | CAPACITY RANGE | 0.3 to 100 cubic metres | | DESIGN PRESSURE | 5, 10, 15 BarG, as tabled. | | DESIGN S.G./TEMP | 1.0 max. 50°C. | | STRESS RELIEF | Excluded. | | CORROSION ALLOWANCE | Nil included. | | WIND SPEED | 45M/Sec. | | STEEL GRADE | BS1501-151-430A. | | TESTING | Hydrostatic test to code included. Radiography of welds 10% | | SUPPORTS | RSA/RSC Welded legs or skid, as detailed. | | WELDING STANDARDS | BSEN 287 PT1. 2004& BSEN 288 PT3:1992. | | FINISH. INTERNAL | Self colour, cleaned out. | | EXTERNAL | Wirebrushed, primer painted. | | FITTINGS | As illustrated and price listed. | | NAMEPLATE | Non corrodible, engraved. | | QUALITY ASSURANCE | As Integ List No. 140, Level E, or as agreed. | | THIRD PARTY INSPECTION | Excluded. | | DOCUMENTATION | Design calculations (Finglow), G.A & detail drawings (Autocad 14/2000), Procedures & certification as list 140 | | BOLTING | BS.4882. | | FLANGES | ASTM A. 105 & others available on application. | | NOZZLES | ASTM B. 106 grade B & others available on application. | | GASKETS | 1.5 mm thk N.A.F. & others available on application. |
NOMINAL DIA mm | VESSEL SUPPORT TYPE | MTG FIG | PRICES PER VESSEL-DRILLED FOR BOLTING | | 1000 | 1500 | 2000 | 3000 | 4000 | 5000 | 6000 | 8000 | | 600 | RSA LEGS | A | 335 | 385 | | | | | | | | BRACKETS | C | 306 | 351 | | 1000 | RSA LEGS | A | 685 | 788 | 906 | | BRACKETS | C | 616 | 709 | 815 | | 1500 | RSA LEGS | A | 1037 | 1192 | 1370 | 1576 | | BRACKETS | C | 933 | 1073 | 1232 | 1417 | | 2000 | RSA | A | | 1979 | 2176 | 2395 | 2633 | | SKIRT | B | 2142 | 2357 | 2592 | 2852 | | BRACKETS | C | 1781 | 1960 | 2155 | 2370 | | 2500 | RSA | A | | 2594 | 2854 | 3138 | 3452 | | SKIRT | B | 2857 | 3142 | 3457 | 3803 | | BRACKETS | C | 2335 | 2568 | 2825 | 3107 | | 3000 | RSA | A | 3428 | 3770 | 4147 | 4563 | | SKIRT | B | 3809 | 4190 | 4609 | 5070 | | BRACKETS | C | SPECIAL DESIGN | | 3500 | RSA | A | | 4648 | 5113 | 5624 | 6187 | | SKIRT | B | 5165 | 5681 | 6249 | 6874 | | BRACKETS | C | SPECIAL DESIGN | | 4000 | RSA | A | 6540 | 7194 | 7913 | 8706 | 9576 | | SKIRT | B | 7267 | 8052 | 8793 | 9672 | 10639 | | BRACKETS | C | SPECIAL DESIGN |
VESSELS CAN BE MOUNTED ON TUBULAR SUPPORT LEGS AT RSA/RSC LEG PRICES + 10% - SEE FIG D.
RSA/RSC LEGS AND SKIRTS DESIGNED FOR 800 CLEARANCE FROM DISHED END TO FLOOR LEVEL
Caged access ladder to BS4211, hot dip galvanised and secured to vessel shell by bolting. Platform of 'open mesh' construction, 1000 wide with tubular galvanised handrailing, midrail and kicking flats, including manway and nozzle cut-out mounting brackets.
LADDERS ABOVE 2.5M HIGH ARE TO BE CAGED | |
NOMINAL HEIGHT mm | GALV'D LADDER EX WKS | NOMINAL DIAM mm | GALV'D PLATF'M EX WKS | | 2000 | 442 | 1000 | 858 | | 2500 | 533 | 1500 | 1183 | | 3000 | 631 | 2000 | 1261 | | 4000 | 787 | 2500 | 1469 | | 5000 | 956 | 3000 | 1677 | | 6000 | 1177 | 3500 | 1885 | | 8000 | 1567 | 4000 | 2093 |
Schedule 40 dip pipes welded to raised face SOLON flanges c/w gaskets & bolting. Material Specifications:-
Flange:- ASTM A.105: Pipe:- ASTM A106 Gr. B Gaskets:- 1.5mm thk N.A.F. Bolting:- B54882 |  | NOM'L HEIGHT mm | DIPE PIPE NOMINAL DIAMETERS | 50 | 80 | 100 | SO | WN | SO | WN | SO | WN | | 1000 | 228 | 234 | 293 | 338 | 332 | 390 | | 1500 | 234 | 241 | 306 | 351 | 351 | 410 | | 2000 | 241 | 247 | 319 | 364 | 371 | 429 | | 2500 | 247 | 254 | 280 | 377 | 390 | 449 | | 3000 | 254 | 260 | 358 | 390 | 410 | 468 | | 4000 | 267 | 273 | 377 | 416 | 449 | 507 | | 5000 | 293 | 299 | 436 | 468 | 527 | 585 | | 8000 | 319 | 325 | 481 | 520 | 605 | 663 |
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For full selection of access manways, ANSI 150 and 300 flanged nozzles etc refer to Integ List No 14 (Horizontal Cylindrical Pressure Vessels.)
TAN/TAN LENGTH (mm) | 1000 | 1500 | 2000 | 3000 | 4000 | 5000 | 6000 | 8000 | | DESIGN (BarG) | VOL M³ | WT Te | VOL M³ | WT Te | VOL M³ | WT Te | VOL M³ | WT Te | VOL M³ | WT Te | VOL M³ | WT | VOL M³ | WT Te | VOL M³ | WT Te | | 600 | 5 | 0.34 | 0.1 | 0.48 | 0.2 | 0.62 | 0.2 | | | 10 | 0.1 | 0.2 | 0.2 | | 15 | 0.1 | 0.2 | 0.2 | | 1000 | 5 | 1.06 | 0.3 | 1.46 | 0.3 | 1.85 | 0.4 | 2.63 | 0.6 | VOLUMES ARE CALCUALTED TO NEAREST 100 LITRES WITHOUT ULLAGE,INCLUDING DISHED ENDS | | 10 | 0.3 | 0.3 | 0.4 | 0.6 | | 15 | 0.3 | 0.4 | 0.5 | 0.7 | | 1500 | 5 | | 3.6 | 0.6 | 4.48 | 0.7 | 6.25 | 0.9 | 8.02 | 1.1 | | | 10 | 0.7 | 0.8 | 1.0 | 1.2 | | 15 | 0.9 | 1.0 | 1.3 | 1.6 | | 2000 | 5 | | 8.53 | 1.0 | 11.68 | 1.3 | 14.82 | 1.6 | 17.96 | 1.9 | | | 10 | 1.5 | 1.9 | 2.3 | 2.7 | | 15 | 1.9 | 2.3 | 3.1 | 3.6 | | 2500 | 5 | WEIGHTS ARE SHOWN FOR BASIC VESSELS i.e WITHOUT SADDLES,MANWAYS, NOZZLES, LADDER ETC.TO NEAREST 100 KG,EMPTY | 19.13 | 2.0 | 24.04 | 2.4 | 28.94 | 2.7 | 33.85 | 3.1 | | | 10 | 3.2 | 3.8 | 4.5 | 5.0 | | 15 | 3.9 | 4.6 | 5.4 | 6.7 | | 3000 | 5 | 28.81 | 3.4 | 35.88 | 3.9 | 42.95 | 4.5 | 50.02 | 5.1 | 64.16 | 6.3 | | 10 | 5.8 | 6.7 | 7.6 | 8.5 | 10.2 | | 15 | 8.4 | 9.8 | 11.3 | 12.8 | 15.8 | | 3500 | 5 | | 50.57 | 4.8 | 60.19 | 5.5 | 69.81 | 6.2 | 89.05 | 7.6 | | 10 | 8.3 | 9.4 | 10.4 | 12.5 | | 15 | 12.1 | 13.8 | 15.5 | 19.1 | | 4000 | 5 | 68.31 | 6.3 | 80.87 | 7.1 | 93.44 | 7.9 | 118.57 | 9.4 | | 10 | 11.1 | 12.6 | 14.1 | 17.1 | | 15 | 14.4 | 16.4 | 18.1 | 26.2 |
| 600 | 5 | *1383 | *1892 | *2386 | | | | | | | 10 | *1383 | *1892 | *2386 | | 15 | *1383 | *1892 | *2386 | | 1000 | 5 | *2497 | *2597 | *2816 | *3834 | | 10 | *2497 | *2597 | *2816 | *3834 | | 15 | *2497 | *2889 | *3468 | *4624 | | 1500 | 5 | | 3424 | *4078 | 5387 | 6695 | | 10 | *3908 | *4560 | 5871 | 7179 | | 15 | *5051 | *5915 | *7667 | *9412 | | 2000 | 5 | | *4969 | 6521 | 7774 | 9151 | | 10 | *7316 | *9399 | 11050 | 12883 | | 15 | *8975 | *11577 | *14846 | *17129 | | 2500 | 5 | | 10264 | 11709 | 13186 | 14755 | | 10 | *15118 | *17308 | 18395 | 19656 | | 15 | *17703 | *19274 | *20963 | *24424 | | 3000 | 5 | 15984 | 17922 | 18857 | 19995 | 20524 | | 10 | 21496 | 23465 | 24616 | 26406 | 31967 | | 15 | *23907 | *28139 | *32395 | *36639 | *45128 | | 3500 | 5 | | 17622 | 20141 | 22659 | 24730 | | 10 | 25890 | 29128 | 32367 | 38844 | | 15 | *37761 | *39562 | *44516 | *54405 | | 4000 | 5 | 18004 | 22180 | 22529 | 29513 | | 10 | 31877 | 36117 | *40355 | 48835 | | 15 | *41272 | *46927 | *52581 | *74187 |
ADD COST OF THIRD PARTY INSURANCE,SADDLES, MANWAYS,NOZZLES,LADDER & PLATFORM. ALL AS SEPARATELY TABLED IN THIS LIST
PRICES LISTED ARE £ EX WORKS, TO STANDARD SPECIFICATION SHOWN ON FRONT SHEET, REFER TO TABLE BELOW FOR ALTERNATIVE STEEL GRADES. VESSEL PRICES MARKED WITH * ARE SUITABLE FOR FULL VACUUM CONDITION All pressure vessels manufactured to PD5500 and ASME Vlll codes must be inspected by competent Independent Insurance Authority. Order for this work is normally placed by Buyer, but Integ can arrange Inspection in compliance. Budget costs are as below.
CAPACITY M3 | 3rd PARTY COST | CAPACITY M3 | 3rd PARTY COST | | Up to 1 | 1463 | 10 to 20 | 2681 | | 1 to 3 | 1706 | 20 to 40 | 2925 | | 3 to 5 | 2113 | 40 to 70 | 3169 | | 5 to 10 | 2356 | Over 70 | 3413 |
Prices above apply to vessels designed and fabricated to basic specification on front page. For other steel grades or construction codes, budget costs can be obtained by applying factors as table below, to listed prices BS STEEL GRADE | PD 5500: 1997 | ASME VIII | | CAT 1 | CAT 2 | CAT 3 | | BS 1501-151-430A | 1.05 | 1.00 | SPECIAL DESIGN | SPECIAL DESIGN | | BS 1501-224-490 | 1.15 | 1.10 | | BS 1501-224-490 LT50 | 1.21 | 1.16 | | STAINLESS STEEL | REFER TO INTEG LIST No.76 |
The listed vessels are designed to PD5500 Category 2, which for most applications provides the most economic vessel scantlings. For a given design, Category 1 vessels are of exactly the same thickness material but the welds are subject to 100% NDT. Category 3 vessels are only subject to visual inspection of welds and whilst some small vessels can be economically viable, this category generally results in thicker vessels due to the restricted design stress. Vessels designed to ASME Vlll can vary in thickness (+/-) when compared to the equivalent PD5500 vessel. Integ vessel engineers with many years of design experience and aided by the latest computer software can guide clients to achieve the optimum design code/category for a particular application. Section 3.3. of PD5500 requires the designer to take account of corrosive products or environment when specifying material thickness. It is the responsibility of the purchaser to declare details of the contained media and its susceptibility to vessel plate corrosion, oxidation, scaling, abrasion & erosion together with any tendency to stress corrosion cracking. The final corrosion allowance is to be agreed between supplier and purchaser taking the vessel design life into account but subject to a minimum of 1mm. When a vessel is subject to pressure and/or temperature cycles a danger of material fatigue can exist. Given the fluctuating parameters, Integ can undertake cyclic loading calculations in accordance with PD5500 Annex C and Enquiry case 106 to determine the allowable number of cycles and vessel design life. This specification and price table is based on PD5500 Cat 2 vessels, BS1501-151-430A grade steel. For Cat 1 (100% radiography) or alternative materials, refer to table on page 3. Integ can also design and fabricate vessels in Titanium, Hastelloy, Monet, Incolloy. Prices on application. Vessel shown with prices marked* are suitable for full vacuum. Refer to Integ Lists 110, 123, 130 for specifications and prices.
| Load may be imposed on vessel ( nozzles, which must be taken into account at design stage. Integ will analyse nozzle loads in accordance with PD5500 Appx.G, to design shell and reinforcing plate dimensions for each loaded nozzle. The following information should therefore be provided by the purchaser:- |  | Load X Long shear - Fl Load Y Circ shear - Fc Load Z Radial shear - Fr Moment X Circ bending - Mc Moment Y Longitudinal - Ml Moment Z Torsional - Mt |
Budget costs for Third Party Inspection are given on page 3. Normally, independent inspection is arranged by purchaser but Integ can place orders for this work if instructed. Form 'X' on completion will be included. When pressure vessel requirements are established Integ will prepare detailed quotations for each item including heating systems, insulation, special painting, pipework, instrumentation etc, as specified in your enquiry. Vessel calculations are prepared using "Finglow" software. Construction drawings prepared on AutoCad Release 14 format by fully experienced vessel engineers. Examples of completed coded vessel contracts will gladly be supplied on request. 2 copies Design Calculations, Construction and 'As Built' drawings included. Integ pressure vessels are fabricated as required in shops certified to ISO 9002 to agreed Quality (Inspection and Test) plans. All welders are fully qualified to EN287, Welding Procedure specifications to EN288. Material certification and related documentation is as detailed in List No.140. |
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