4: WELDING OF STRUCTURAL STEEL TO AWS D1.1....

1
BEARING GUARD 2 19 SHAFT HOLDING BRACKET 2 18 SKIRT SUPPORT BRACKET 1 17 SERVICE LADDER 1 16 PLATFORM "C" 1 15 PLATFORM "B" 1 14 PLATFORM "A" 1 13 HEAD CHUTE MID SECTION 1 12 ADJUSTING ROD 1 11 HEAD CHUTE BACK SECTION 1 10 LINER ASSEMBLY 1 9 LIFFTING BRACKETS 1 8 HEAD CHUTE FRONT SECTION 1 7 HEAD CHUTE FRONT SECTION SUPPORT BRACKET 1 5 WASTE CHUTE TOP & BOTTOM SECTION 1 4 WASTE CHUTE TOP & BOTTOM SECTION 1 3 HEAD CHUTE COVER PLATE 1 2 HEAD CHUTE 1 1 PARTS LIST DRAWING DESCRIPTION QTY ITEM A1 MACHINING TOLERANCES (U.O.S) TO ISO 2768 & DIN 7168 - MEDIUM ABOVE 0,5 6 30 120 315 1 000 2 000 4 000 8 000 12 000 16 000 20 000 16 000 12 000 8 000 4 000 2 000 1 000 315 120 30 6 INCL. TOL + 0,1 0,2 0,3 0,5 0,8 1,2 2 3 4 5 6 DRN DATE APPROVED MAN/SUPT/ENG PROJN SCALE DO NOT SCALE AUTH.No - JA DRAUGHTING VANDERBIJLPARK CELL: 082 563 1408 E-MAIL: [email protected] TRANSFER TOWER DIVERTER CHUTE ARRANGMENT A. LE GRANGE 2015/08/21 J A D 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 22 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 1 8 5 8 T.O.S 2 1 11 4 12 7 13 16 14 2 0 7 8 2200 BRG/C's CONVEYOR SKIRT 3450 (REF) 1 6 8 0 1 9 0 0 ( R E F ) +1226575 T.O.S 1 1 4 7 2 7 1 8 EXISTING IMPACT IDLERS T.O.B 10 3 6 5 THIS SUPPORT BRACKET TO BE LOCATED ON-SITE LIFTING LUG LIFTING LUG LIFTING LUG LIFTING LUG LIFTING LUG LIFTING LUG 27 LINER PLATE TO BE "VRN 500" PLATE OMMITED FOR CLARITY PLATE OMMITED FOR CLARITY EXISTING BEARING SUPPORT EXISTING FLOOR BEAM INSPECTION DOOR INSPECTION DOOR NOTE: PRIMARY SCRAPER INSTALL AS PER MANUFACTURES INSTALLATION INSTRUCTIONS PART LIST E305-S STANDARD MOUNT SIZE 4 PART NO: 2/2.36 LIFTING LUG ON INSIDE OF CHUTE LIFTING LUG ON LINER ASSEMBLY INSPECTION DOOR SCRAPER OPENING & MOUNTING BRACKET 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 8 8 9 13 14 15 17 18 19 BRELKO SKIRTS 10 OFF REQD EXAMPLE NOT FOR MANUFACTURE EXAMPLE

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

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