4: WELDING OF STRUCTURAL STEEL TO AWS D1.1....
Transcript of 4: WELDING OF STRUCTURAL STEEL TO AWS D1.1....
![Page 1: 4: WELDING OF STRUCTURAL STEEL TO AWS D1.1. …jadraughting.com/.../JA-Draughting-Mechanical-Project-1.pdf19 2 BEARING GUARD 18 2 SHAFT HOLDING BRACKET 17 1 SKIRT SUPPORT BRACKET 16](https://reader031.fdocuments.net/reader031/viewer/2022011821/5eaf17535f04da13ed79fcef/html5/thumbnails/1.jpg)
BEARING GUARD219 SHAFT HOLDING BRACKET218 SKIRT SUPPORT BRACKET117 SERVICE LADDER116 PLATFORM "C"115 PLATFORM "B"114 PLATFORM "A"113 HEAD CHUTE MID SECTION112 ADJUSTING ROD111 HEAD CHUTE BACK SECTION110 LINER ASSEMBLY19 LIFFTING BRACKETS18 HEAD CHUTE FRONT SECTION17 HEAD CHUTE FRONT SECTION SUPPORT BRACKET15 WASTE CHUTE TOP & BOTTOM SECTION14 WASTE CHUTE TOP & BOTTOM SECTION13 HEAD CHUTE COVER PLATE12 HEAD CHUTE11
PARTS LISTDRAWINGDESCRIPTIONQTYITEM
A1
MACHINING TOLERANCES (U.O.S) TOISO 2768 & DIN 7168 - MEDIUM
ABOVE 0,5 6 30 120 315 1 000 2 000 4 000 8 00012 00016 000 20 000
16 00012 000 8 000 4 000 2 000 1 000 315 120 30 6
INCL. TOL +
0,10,20,30,50,81,223456
DRN
DATE
APPROVED MAN/SUPT/ENG
PROJN SCALE
DO NOT SCALE
AUTH.No
-
JA DRAUGHTING
VANDERBIJLPARKCELL: 082 563 1408E-MAIL: [email protected]
TRANSFER TOWERDIVERTER CHUTEARRANGMENT
A. LE GRANGE2015/08/21
JAD
CL CHUTE
ELEVATION
GENARAL NOTES 1: ALL HOT ROLLED STEEL TO BE SANS 1431 GR 350 WA.2: ALL PLATE WORK TO BE EN 10025 GR S355J U.O.N.3: ALL WELDS TO 6 mm C.F.W U.O.N. 4: WELDING OF STRUCTURAL STEEL TO AWS D1.1.5: ALL Ø22 HOLES FOR M20 HEX HEAD BOLTS U.O.N. 9: ALL PAINTING AS PER SISHEN SPECIFiCATIONS.10: ALL BURRS AND SHARP EDGES TO BE REMOVED.
LANGLAAGTE CHUTE
HEAD CHUTE
FLOOR LEVEL
ISOMETRIC VIEW
END ELEVATION
1858
T.O.S
2
1
11
4 127
13
16
14
2078
2200 BRG/C's
CONVEYOR SKIRT
3450 (REF)
1680
1900 (REF)
+1226575T.O.S
1147
2718
EXISTING IMPACT IDLERS
T.O.B
10
36
5
THIS SUPPORT BRACKETTO BE LOCATED ON-SITE
LIFTING LUG
LIFTING LUG
LIFTING LUG LIFTING LUGLIFTING LUG
LIFTING LUG27
LINER PLATETO BE "VRN 500"
PLATE OMMITED FOR CLARITY
PLATE OMMITED FOR CLARITY
EXISTING BEARING SUPPORT
EXISTING FLOOR BEAM
INSPECTION DOOR
INSPECTION DOOR
NOTE: PRIMARY SCRAPERINSTALL AS PER MANUFACTURESINSTALLATION INSTRUCTIONS PART LISTE305-S STANDARD MOUNTSIZE 4PART NO: 2/2.36
LIFTING LUG ON INSIDE OF CHUTE
LIFTING LUG ONLINER ASSEMBLY
INSPECTION DOOR
SCRAPER OPENING & MOUNTINGBRACKET
GENERAL NOTES
1. LINER TO BE "KWIK LOC II" DOVE TAIL FLAT BASE & "KWIK LOC II" FLAT RUNNER.2. OVERALL LINER PLATE MAX. THICKNESS TO BE 38mm.3. LINERS TO BE FITTED WITH M16 x 70 LG. STUDS.4. ALL CHUTE LINERS TO BE SUPPLIED BOLTED TO THE CHUTE BY THE FABRICATOR AFTER THE CORROSION PROTECTION HAS BEEN APPLIED TO THE CHUTE IDENTIFICATION 1. ALL LINERS ARE TO BE CLEARLY MARKED ON THE REVERSE SIDE WITH THEIR RESPECTIVE MARK NUMBER AND THE ARRANGMENT DRAWING NUMBER
T.O.R
88
9
13
14
15
17
1819
BRELKO SKIRTS 10 OFF REQD
EXAMPLE NOT FOR MANUFACTURE
EXAMPLE