FORD BJX-1981 ZINC PHOSPHATE EQUIPMENT《磷酸锌设备》.pdf
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1、Manufacturing Standards Ford Motor Company B 1 .o Scope 2.0 Tank Construct ion 3.0 Exterior Tank Access 6.0 Phosphate Tank Air Agitation 5.0 Tank Filters and Auxiliary Sludge Settling Tank 6.0 Tank Auxiliary Equipment 7.0 Tank Water Fill and Make Up 8.0 Interior Part Silhouettes, Walkway and Tank Co
2、vers 9.0 Enclosure and Drain Sheets 10.0 Skid and Part Guides/Guards 11 .o Vestibule Air Seals 12.0 Tank Heating 13.0 Spray System 11.0 Dip Clean and Rinse Alternate 15.0 Downtime Misting System 16.0 Conveyor Rail and Guard 17.0 !laintenance Facilities 18.0 Deionized Water Rinse 19.0 Automatic Chemi
3、cal Control System 20.0 General 21.0 Electrical Standard 22.0 Piping Standard 23.0 Approvals 2G.O Acceptance Test 25 .o Highlights of Operational Sequence 26.0 Reference Sketches BJX ZINC PHOSPHATE EQUIPMENT - Manufacturmg Staff June 1.981 c. .,#a *” US. ZINC PHOSPHATE EQllI!XENT m 7007Lbcl 005L3bL
4、3-l-3 m BJX. Page 1 Manufacturing Standards Ford Motor Company ZINC PHOSPHATE EQUXPMENT 1.0 SCOPE 1.1 The intent of this standard is to describe process equipment to be utilized in applying Zinc Spray Phosphate coating. Performance requirements are outlined in Engi- neering Specification ESB-H3Pl-A
5、for Zinc Phosphate. Process Standards PL-53-33(F) (1 minute process 1, PL-53-36(F) (2 minute process). The issuing Division shall determine and specify the applicable Process Standards. Division Plant Engineering Department shall specify requirements regarding concrete drain decks. 1.2 The issuing D
6、ivision shall specify the following particulars and requirements of the equipment being considered. Number of Stages in Zinc Phosphate Equipment Type of Cleaning Method Stage 1 or Rinsing State 2, i.e., Dip or Spray Applicable Materials and Process Standard Temperature of Solutions Use of an auxilia
7、ry sludge settling tank or filtering equipment for the cleaner and phosphate stages Heating medium to be used, i.e., steam, gas, etc. Auxiliary equipment such as Deionized Rinses and Blow Offs. Part or parts to be processed, part weight, and pieces per hour. Method of conveying, and conveyor seal an
8、d insulation requirements. 1.3 Construction materials, ards: referred to herein, shall confons to the following stand- Structural, mild sheet, plate ASTM A?-58T Mild steel pipe ASTM A53-59T Stainless sheet and plate ASTM A240-58T Stainless steel pipe ASTM A-312-59T 2.0 TANK CONSTRUCTION 2.1 All tank
9、s except the phosphate, the recirculating D.I. rinse and the fresh D.I. rinse tanks shall be constructed of reinforced l/4” (6.35 mm) mild steel plates. The phosphate tank, the recirculating D.I. rinse and the fresh D.I. rinse tanks shall be constructed of l/4” (6.35 mm) (minimum) reinforced stainle
10、ss steel plates. All seams shall be welded continuous inside and outside of tank and conform to standards of American Welding Society. After being set at the job site, tanks shall be tested for leaks. All leaks shall be repaired and tank retested prior to the installation of drain sheets, filter uni
11、ts or any encumbrance that would block accessibility for welding. BJX Page 2 P. .,., en lJ.5 l . ZINC PHOSPHATE EQUIPXENT Manufanturlna Staff June 1981 Manufacturing Standards Ford Motor Company B ZINC PHOSPHATE EQUIPMENT BJX 2.2 All tanks shall have access for cleaning and extend beyond housing on
12、pump side to xow for easy access to screens, chambers, pumps, filters and cleanout doors. Tanks shall be sized for double the total stage pump GPM (LPM) for a calculated pump through of all solution each two minutes. Tanks will be sized larger as necessary to provide capacity required for specified
13、screen sizes or phosphate tank transfer (See Section 3.21. See screen size definition under Section 6.0 “Tank Auxiliary Equipment.” All tank attachments in contact with phosphate solution and recirculating or fresh D. I. water shall be stainless steel. 3.0 EXTERIOR TANK ACCESS 3.1 Tank covers shall
14、be hinged complete with handles, cover support arm and counter weighted if weight exceeds 15 pounds (6.8 Kg). A side access clean-out door shall be provided on the pre-clean stage sized 18” x 36” (457.2 esn x 414.4 sun). watertight doors with four dogs and square corners. All doors must stay open un
15、til operator closes doors. Bottom of clean out door frame shall be flush with tank bottom. 3 3 The volume of the cleaner stage tank shall be used to accept the full phosphate .- tank capacity when cleaning the phosphate tank. (Before transferrine the ohosphate contents into the cleaner stage tank, i
16、t must be cleaned.) A pump capable of pumping phosphate solution to and from the above tank at a minimum of 300 GPM ( 1135.6 LPM) shall be provided. The rinse stages prior to and after the phosphate stage tank will be operated in a spraying mode to act as seals during the acid cleaning of the phosph
17、ate stage. The spray seals will act to protect the chemical properties of phosphate solution safely stored in the cleaner stage. Valves, fittings, piping and pump for the trcnslcr of phosphate solution shall be stainless steel. i.0 PHOSPHATE TANK AIR AGITATION I, . 1 The phosphate tank shall have a
18、compressed air agitation system designed to xminace sludge packing on the tank bottom. The system shall consist of l-1/7-” (38 mm) diameter stainless steel pipe manifolds arranged as follows: . 3” (76.2 nun) Stand-off from tank bottom . 16” ta 20” (406.4 to 508 mm) center/center spacing . 3/32” (2.4
19、 mm) diameter air holes located on 12” (304.8 IIZII) staggered centers - S5 0 each side of the pipes vertical centerline. To complete the system, a five-minute repeat cycle timer, solenoid and necessary controls which can be set to provide an ON/OFF compressed air cycle shall be included. The air-on
20、 cycle shall be set for 20 seconds each 5 minutes at 60 psi for non-production p,lriods and should be set i,r 8-10 PSL of continuous air agitation during production periods. 4.2 Suitable grillage shall be provided under all tanks made of structural steel shapes ( I-beams or Channels 1 and properly s
21、paced to support load and conform to slope al tank bottom. Tack weld grillaee to all tanks at time of fabrication or installa- tion. Gr i 1 lage to be shimmed and zrouted to level tanks and pump supports. Shims under tanks shall be sized large enough to prevent crushing or cracking of concrete deck.
22、 Shim stacks shall bc welded together and welded to tank bottom. Manufacturing Staff * -1w .” * r . . June 1981 Z I NC PHOSPHATE EQUIPMENT BJX Page 3 Manufacturing Standards Ford Motor Company BJX ZINC PHOSPHATE EQUIPMENT 5.0 TANK FILTERS AND AUXILIARY SLUDGE SETTLING TANK 5.1 The type and capacity
23、of filtration and/or sludge settling towers required for the cleaner and phosphating stages will be determined by the issuing Division. The follow- ing items should be defined: - Best control equipment to use (e.g., timers, level controls, etc.) - Design considerations important to insure movement o
24、f sludge to filter (e.g., solu- tion level, filter location, etc.) - Bath turnover volume through filter per hour to insure adequate filtration. - Best design to preclude sludge pick up by circulating pump. - Filtration equipment interlocking requirements (e.g., should filter operate when the convey
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- FORDBJX1981ZINCPHOSPHATEEQUIPMENT 磷酸 设备 PDF
