CENTER BODY PILLAR CUT AND JOIN REPLACEMENT SECTIONS

B006JSC

  1. REMOVAL

    Symbol Meaning
    B006JOY Remove Weld Points
    B006JQU Remove Weld Points
    B006JPE Cut and Join Location
    B006JRS Cut Location for Supply Parts

    1. Do not butt weld or heat repair because the heat decreases the strength of areas where ultra high strength steel is used. (See the introduction)

      B006JSP
      B006JO5C01
      *a 123 mm (4.84 in.) *b 50 mm (1.97 in.)
      B006JRM
  2. INSTALLATION

    Symbol Meaning
    B006JOY Remove Weld Points
    B006JTE Spot Weld
    B006JU9 Plug Weld
    B006JRV Plug Weld
    B006JPE Cut and Join Location
    B006JOP Butt Weld

    1. Inspect the fitting of the related parts around the new parts before welding. This affects the appearance of the finish.

    2. Temporarily install the new parts and measure each part of the new parts in accordance with the body dimension diagram. (See the body dimensions)

    3. If the entire supply part is not needed, remove the part of the supply part that is needed.

      B006JPLC01
      *1 ROCKER PANEL SUB-ASSEMBLY OUTER *2 CENTER BODY PILLAR REINFORCEMENT SUB-ASSEMBLY
      *3 CENTER BODY PILLAR INNER - -
      *a 173 mm (6.81 in.) - -
    4. Before temporarily installing the new parts, weld the rocker panel sub-assembly outer, center body pillar reinforcement sub-assembly and center body pillar inner with the standard number of welding points.

      B006JQ8C01
      *1 ROCKER PANEL SUB-ASSEMBLY OUTER *2 CENTER BODY PILLAR REINFORCEMENT SUB-ASSEMBLY
      *3 CENTER BODY PILLAR INNER - -
      *a Ultra High Strength Steel Welding Point - -

        Follow the welding conditions below when welding ultra high strength steel to assure sufficient weld strength. (When repairing this model)

      • When welding 2 panels together including 1500 MPa ultra high strength steel.

        *a: Plug weld Plug diameter 10 mm (0.39 in.)
        Wire type AWS A5.18 ER70S-3
        Shield gas Metal active gas

        Note

        Be sure to use Metal active gas (Ar 80% + CO220%) as the shield gas when plug welding.Sufficient weld strength cannot be assured when using 100% CO2shield gas.

    5. Weld the rocker panel sub-assembly outer, center body pillar reinforcement sub-assembly and center body pillar inner to the vehicle side.

      B006JQ6C01
      *1 ROCKER PANEL SUB-ASSEMBLY OUTER *2 CENTER BODY PILLAR REINFORCEMENT SUB-ASSEMBLY
      *3 CENTER BODY PILLAR INNER - -
      *a Ultra High Strength Steel Welding Point - -

        Follow the welding conditions below when welding ultra high strength steel to assure sufficient weld strength. (When repairing this model)

      • When welding 2 panels together including 1500 MPa ultra high strength steel.

        *a: Plug weld Plug diameter 10 mm (0.39 in.)
        Wire type AWS A5.18 ER70S-3
        Shield gas Metal active gas

        Note

        Be sure to use Metal active gas (Ar 80% + CO220%) as the shield gas when plug welding.Sufficient weld strength cannot be assured when using 100% CO2shield gas.

    6. Weld the rocker panel outer to the vehicle side.

      B006JNQC01
      *1 ROCKER PANEL OUTER - -
      *a Ultra High Strength Steel Welding Point - -

        Follow the welding conditions below when welding ultra high strength steel to assure sufficient weld strength. (When repairing this model)

      • When welding more than 3 panels together including 1500 MPa ultra high strength steel. (When plug welding a third panel to 2 panels which are welded under the conditions described above.)

        *a: Plug weld Plug diameter Same as the standard method (See the introduction)
        Wire type AWS A5.18 ER70S-3
        Shield gas Metal active gas

        Note

        Be sure to use Metal active gas (Ar 80% + CO220%) as the shield gas when plug welding.Sufficient weld strength cannot be assured when using 100% CO2shield gas.

    7. After welding, apply the foamed sealing material to the corresponding parts. (See the painting/coating)

    8. After applying the top coat, apply anti-rust agent to the internal panel portion of the closed section structural weld points.