Install And Weld In Complete A-Pillar - Ar63.20-P-1100-10LWO
| The high voltage used for electric welding presents a lethal hazard. Risk of explosion from welding in areas close to highly inflammable materials. Risk of injury from weld splatter and UV-light when welding. Risk of poisoning from inhaling welding gases | Use insulating mats. Wear protective clothing, safety glasses and a protective mask. Remove highly inflammable materials from the hazard area. Use air extraction system. | AS00.00-Z-0007-01A | |
| Risk of injury . Skin or eye injuries may result when handling hot or glowing objects. | Wear protective gloves, protective clothing and safety glasses, if necessary. | AS00.00-Z-0002-01A | |
| Risk of injury caused by scraping or cutting body parts on sharp vehicle parts | Always wear protective gloves when working on or near sharp and non-deburred vehicle parts. Deburr repair panels. |
AS00.00-Z-0017-01A | |
| Notice | General information on body repair | AH60.00-P-0001-01KOA | |
| Notice | Information on preventing damage to electronic components due to electrostatic discharge | AH54.00-P-0001-01A | |
| Notice | Measures for preventing damage to components when performing electric welding and soldering work | AH60.00-P-0001-02A | |
| Notice | Pretreatment of bonding surfaces | AH60.00-P-0008-01SX | |
| General information on riveting | AH60.00-P-0003-01N | ||
| General information on repair of vehicles with ultra-strength steels. | AH60.00-P-0024-01N | ||
| Notes on acoustic foam and structural foam in the vehicle | AH60.00-P-0039-01LWO |
Model 238.3
| Number | Designation | Order number |
|---|---|---|
| BR00.45-Z-1003-01A | White sealing compound, 310 ml, DBL 6069.20 | A 001 989 63 20 |
| BR00.45-Z-1012-13A | Blind rivet Y2 6.5 x 12.5 (clamping range 2 mm to 5 mm, draw-off strength min. 19 kN) | A 004 990 16 97 |
| BR00.45-Z-1016-13A | Blind rivet Y3 6.5 x 14.5 (clamping range 4 mm to 7 mm, draw-off strength min. 19 kN) | A 004 990 17 97 |
| BR00.45-Z-1032-13A | Blind rivet Y4 6.4 M6 (clamping range 5.82 mm to 7.82 mm, draw-off strength min. 16 kN) | A 003 990 81 97 |
| BR00.45-Z-1035-13A | Blind rivet Y1 6.4 x 12 (clamping range 1 mm to 3.5 mm, draw-off strength min. 15.5 kN) | A 000 991 76 32 |
| BR00.45-Z-1043-13A | Countersunk-head blind rivet Z1 6.4 x 14.0 (clamping range 1.5 mm to 3 mm, draw-off strength min. 15.5 kN) | A 000 991 82 32 |
| BR00.45-Z-1044-13A | Countersunk-head blind rivet Z2 6.4 x 15.5 (clamping range 3 mm to 5 mm, draw-off strength min. 15.5 kN) | A 000 991 83 32 |
| BR00.45-Z-1056-07A | 1K-zinc dust paint | A 000 986 28 00 |
| BR00.45-Z-1162-02A | Parts kit for 2-component adhesive for body | A 012 989 17 71 |
The next steps are shown on the left side of the vehicle. This must be similarly performed for damage to the right side of the vehicle.
Use following repair materials:
- Zinc dust paint
- Sealant
- Apply 2-component adhesive
- Rivets Ø 6.5x12.5
- Rivets Ø 6.5x14.5
- Rivets Ø 6.4 M6
- Rivets Ø 6.4x12
- Countersunk-head blind rivets Ø 6.4x14.0
- Countersunk-head blind rivets Ø 6.4x15.5
- Install, fit and fix in place A-pillar inner panel (7), roof frame inner panel (8) and A-pillar reinforcement using
side portal frame and portal straightener.
Use spacers.
- Fix in place A-pillar inner panel (7) and roof frame inner panel (8).
- Remove portal straightener and A-pillar reinforcements.
- Drill rivet holes in A-pillar inner panel (7) and roof frame inner panel (8) with Ø 6.7 mm (area A1
, A 2
and A3
).
Drill rivet hole through existing hole in body (area A2 ).
Drill rivet holes through existing holes in new part (areas A3 ).
- Remove A-pillar inner panel (7) and roof frame inner panel (8).
- Deburr rivet holes on A-pillar inner panel (7), roof frame inner panel (8) and body on both sides.
- Remove chips from drilling.
- Coat insides of riveted joints with zinc dust paint.
- Apply 2-component adhesive to body in cross-hatched area.
Observe pretreatment of bonding surface and the manufacturer's specifications for the curing and processing time of 2-component adhesive.
- Install and fix in place A-pillar inner panel (7) and roof frame inner panel (8).
- Rivet A-pillar inner panel (7) with Ø 6.5x14.5 rivets (area B1
).
Clamping range is 4.50 mm.
- Rivet A-pillar inner panel (7) with Ø 6.5x14.5 rivet (area B2
).
Clamping range is 5.20 mm.
- Rivet A-pillar inner panel (7) with Ø 6.4 M6 rivets (area B3
).
Clamping range is 6.25 to6.95 mm.
- Rivet A-pillar inner panel (7) and roof frame inner panel (8) with rivets Ø 6.5x12.5 (area B4
).
Clamping range is 3.75 mm.
- A-pillar inner panel (7) and roof frame inner panel (8)
(area C).
- A-pillar inner panel (7) and roof frame inner panel (8)
(areas D1 , D2 and D3 ).
Perform inert gas welding at intervals and allow welding area to cool down in between. Heat distortion can thus be reduced.
- Surface-grind inert gas weld on A-pillar inner panel (7) and roof frame inner panel (8) (areas D1
, D2
and D3
).
Only surface-grind at bead areas and contact surfaces of A-pillar reinforcement (area D2 ).
- Clean weld joints that can no longer be accessed after installation of A-pillar reinforcement and coat with zinc dust paint.
- Install, fit and fix in place duplicator (11).
Align duplicator (11) in center over inert gas weld on A-pillar inner panel (7).
- Mark positions for rivet holes on duplicator halves (11).
Dimensions:
e1 = 10 mm
e2 = 40 mm
e3 = 15 mm
e4 = 13 mm
- Drill rivet holes in duplicator (11) with Ø 6.7 mm bit (area E).
- Remove duplicator (11).
- Deburr rivet holes on duplicator (11) and A-pillar inner panel (7) on both sides.
- Remove chips from drilling.
- Grind mating surface on A-pillar inner panel (7) down to bare metal in cross-hatched area.
- Remove grinding dust.
- Apply 2-component adhesive to body in cross-hatched area.
Observe pretreatment of bonding surface and the manufacturer's specifications for the curing and processing time of 2-component adhesive.
- Install duplicator (11) and fix in place.
Clamping range is 3.50 mm.
- Rivet duplicator (11) with rivets Ø 6.5x12.5 (area F).
- Install, fit and fix in place A-pillar reinforcement (6) using
side portal frame and portal straightener.
Use spacers.
- Mark positions for rivet holes on A-pillar reinforcement (6).
Dimensions:
g1 = 15 mm
g2 = 10 mm
g3 = 35 mm
g4 = 9 mm
g5 = 8 mm
g6 = 12 mm
- Drill rivet holes in A-pillar reinforcement (6) with Ø 6.7 mm bit (area H1 and H2 ).
- Countersink rivet holes in A-pillar reinforcement (6) (area H2 ).
- Remove portal bracket and A-pillar reinforcement (6).
- Deburr rivet holes on A-pillar reinforcement (6) and body on both sides.
- Apply sealant on A-pillar reinforcement (6) in cross-hatched areas.
- Apply 2-component adhesive to body in cross-hatched areas.
Observe pretreatment of bonding surfaces and the manufacturer's specifications for the curing and processing time of 2-component adhesive.
- Install and fix in place A-pillar reinforcement (6).
- Rivet A-pillar reinforcement (6) with Ø 6.5x12.5 rivets (area I1
).
Clamping range is 4.25 mm.
- Rivet A-pillar reinforcement (6) with Ø 6.4x15.5 countersunk-head blind rivets (area I2 ).
- A-pillar reinforcement (6)
(area J1 ).
- A-pillar reinforcement (6)
(area J2 ).
- A-pillar reinforcement (6)
(areas J3 , J4 and J5 ).
Perform inert gas welding at intervals and allow welding area to cool down in between. Heat distortion can thus be reduced.
- Surface-grind inert gas welds on A-pillar reinforcement (6) (areas J4
and J5
).
Only surface-grind at bead areas and contact surfaces of A-pillar paneling (area J4 ).
- Clean weld joints that can no longer be accessed after installation of upper front longitudinal member and A-pillar paneling and coat with zinc dust paint.
- Install, fit and fix in place roof frame reinforcement (9).
- Drill rivet holes in roof frame reinforcement (9) with Ø 6.7 mm bit through the existing holes (area K1
, K 2
and K3
).
When drilling, ensure that the bit does not reach too far into the A-pillar reinforcement. Water drain hose in A-pillar reinforcement will otherwise be damaged.
- Remove roof frame reinforcement (9).
- Deburr rivet holes on roof frame reinforcement (9) and body.
- Apply 2-component adhesive to body in cross-hatched area.
Observe pretreatment of bonding surfaces and the manufacturer's specifications for the curing and processing time of 2-component adhesive.
- Install and fix in place roof frame reinforcement (9).
- Rivet roof frame reinforcement (9) with Ø 6.5x12.5 rivets (area L1
).
Clamping range is 3.07 mm.
- Rivet roof frame reinforcement (9) with Ø 6.5x14.5 rivet (area L2
).
Clamping range is 4.82 mm.
- Rivet roof frame reinforcement (9) with Ø 6.4x15.5 countersunk-head blind rivets (area L3 ).
- Rivet roof frame reinforcement (9) with Ø 6.4x14.0 countersunk-head blind rivets (area L4 ).
- Roof frame reinforcement (9)
(area L5 ).
- Drill off connecting flange (10) from A-pillar reinforcement old part with Ø 7 mm.
- Install, fit and fix in place connecting flange (10).
- Connecting flange (10)
(area K4 ).
- Install upper front longitudinal member (1), fit and fix in place with
welding fixture and
adapter.
- Install, fit and fix in place reinforcement (3).
- Drill rivet holes in upper front longitudinal member (1) and reinforcement (3) with Ø 6.7 mm bit (area M1
, N1
and O).
Drill rivet hole from inside through existing hole in body (area N1 ).
- Remove upper front longitudinal member (1), reinforcement (3),
welding fixture and
adapter.
- Deburr rivet holes on upper front longitudinal member (1), reinforcement (3) and body on both sides.
- Remove chips from drilling.
- Coat inside of riveted joint with zinc dust paint (area O).
- Apply 2-component adhesive to body in cross-hatched areas.
Observe pretreatment of bonding surfaces and the manufacturer's specifications for the curing and processing time of 2-component adhesive.
- Install and fix in place upper front longitudinal member (1) with
welding fixture and
adapter.
- Install and fix in place reinforcement (3).
- Rivet upper front longitudinal member (1) and reinforcement (3) with rivets Ø 6.5x12.5 (area P1
).
Clamping range is 3.74 to4.97 mm.
- Rivet upper front longitudinal member (1) and reinforcement (3) with rivets Ø 6.5x12.5 (area P2
).
Clamping range is 2.47 to3.52 mm.
- Rivet upper front longitudinal member (1) and reinforcement (3) with rivets Ø 6.5x14.5 (area P3
).
Clamping range is 5.47 mm.
- Remove
welding fixture and
adapter.
- Upper front longitudinal member (1) and reinforcement (3)
(area Q).
- Install strut (2) and bracket (4), fit and fix in place.
- Drill rivet holes in strut (2) and the bracket (4) with Ø 6.7 mm bit (area R and S).
- Remove strut (2) and bracket (4).
- Deburr rivet holes in strut (2), bracket (4) and body on both sides.
- Remove chips from drilling.
- Coat insides of riveted joints with zinc dust paint.
Do not coat bonding surfaces with zinc dust paint (area R).
Otherwise adhesion problems can occur.
- Apply 2-component adhesive to body in cross-hatched areas.
Observe pretreatment of bonding surfaces and the manufacturer's specifications for the curing and processing time of 2-component adhesive.
- Install strut (2) and bracket (4) and fix in place.
- Rivet strut (2) and bracket (4) with rivets Ø 6.5x12.5 (area T1
).
Clamping range is 2.30 to3.52 mm.
- Rivet strut (2) with Ø 6.5x12.5 rivets (area T3
).
Clamping range is 3.69 to3.80 mm.
- Rivet strut (2) with rivets Ø 6.4x12 (area T2
).
Clamping range is 1.77 to1.90 mm.
- Install, fit and fix in place A-pillar paneling (5.1) and roof frame paneling (5.2).
- Drill rivet holes in A-pillar paneling (5.1) with Ø 6.7 mm bit (area V1 , V2 and V3 ).
- Remove A-pillar paneling (5.1).
- Deburr rivet holes on A-pillar paneling (5.1) and body on both sides.
- Remove chips from drilling.
- Coat insides of riveted joints with zinc dust paint.
Do not coat bonding surfaces with zinc dust paint (area V2 ).
Otherwise adhesion problems can occur.
- Apply 2-component adhesive to body in cross-hatched area (area Z1
).
Observe pretreatment of bonding surface and the manufacturer's specifications for the curing and processing time of 2-component adhesive.
- Apply sealant on foam part in cross-hatched area (area Z2
).
- Install and fix in place A-pillar paneling (5.1).
- Rivet A-pillar paneling (5.1) with Ø 6.5x12.5 rivets (area W1
).
Clamping range is 3.49 mm.
- Rivet A-pillar paneling (5.1) with Ø 6.5x14.5 rivets (area W2
).
Clamping range is 4.45 mm to4.81 mm.
- Rivet A-pillar paneling (5.1) with rivets Ø 6.4 M6 (area W3
).
Clamping range is 6.59 mm.
- Rivet A-pillar paneling (5.1) with Ø 6.5x12.5 rivets (area W4
).
Clamping range is 3.92 mm to4.17 mm.
- Rivet A-pillar paneling (5.1) with rivets Ø 6.4x12 (area W5
).
Clamping range is 2.45 mm.
- Rivet A-pillar paneling (5.1) with rivets Ø 6.4x12 (area W6
).
Clamping range is 2.22 mm to2.29 mm.
- Rivet A-pillar paneling (5.1) with Ø 6.5x14.5 rivets (area W7
).
Clamping range is 5.21 mm.
- A-pillar paneling (5.1) and roof frame paneling (5.2)
(area X).
- A-pillar paneling (5.1) and roof frame paneling (5.2)
(area Y).
Perform inert gas welding at intervals and allow welding area to cool down in between. Heat distortion can thus be reduced.
- Surface-grind inert gas welds (area Y).
- Solder surfaces on A-pillar paneling (5.1) and roof frame paneling (5.2) with body solder and smoothen (area Y).