Chassis Welding Procedure Quiz
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Questions and Answers

What is the purpose of this procedure?

To define the procedure for safe and effective welding repairs on cracks found in mobile equipment chassis and structural components, ensuring adherence to AWS D1.1/D14.3 standards for structural integrity and safety.

What are two types of trucks this procedure applies to?

EH3500 and EH4000

The responsibility for safety lies solely with the welding technicians.

False

What type of welding process is recommended in this procedure?

<p>Flux Core Arc Welding (FCAW)</p> Signup and view all the answers

What is the minimum acceptable length for a tack weld?

<p>50 mm</p> Signup and view all the answers

What type of welding is commonly used for box section structures?

<p>Single-V/U groove weld joint</p> Signup and view all the answers

What is the minimum acceptable thickness for a backing plate?

<p>6 mm (1/4”)</p> Signup and view all the answers

What is the maximum permissible interpass temperature?

<p>400 °C (752 °F)</p> Signup and view all the answers

Study Notes

Chassis Welding Procedure

  • Document Title: Chassis Welding Procedure – EH3500, EH4000
  • Purpose: Define procedure for safe and effective welding repairs on cracks in mobile equipment chassis, adhering to AWS D1.1/D14.3 standards for structural integrity and safety.
  • Change Description: Change to Kansanshi Standard

Revision Table

  • 0: New Procedure (Prepared by Miguel Rodriguez)
  • 1: Scheduled Review
  • 2: Change to procedure

Approval List

  • Alan Romero (Reliability Superintendent), 22-11-2024
  • Charl Vermaak (Maintenance Superintendent), 22/11/2024
  • Mwausa Kombe (Welding Superintendent), 22-11-2024
  • Gregory Mwanza (Mobile Maintenance Manager), 22-11-2024

Contents

  • Revision table: Page 2
  • Purpose: Page 4
  • Scope: Page 4
  • Safety Requirements: Page 4
    • Site Safety Precautions: Safety is employee responsibility; study repair drawings; select tools/equipment; authorization from site management
    • Personal Protective Equipment (PPE): Ensure all personnel wear suitable PPE, including helmets, gloves, glasses, masks, ear protection, face shields, fire-resistant clothing
  • Welding Standards and Repair Procedures: Page 5
  • Responsibility and Qualifications: Page 5
    • Qualified Welding Technician: D1.1, 3G/4G, groove weld qualification, unlimited (plate thickness). Welding repair supervisor: five years experience
    • Condition Monitoring/NDT Inspector: SNT-TC-1A – Level II
  • Welding Procedure Specification (WPS): Page 5
    • Welding process: FCAW
    • Electrode: AWS 5.29, E81T1N1-H4 and E111T1- H4 gas mix 75%-25% Argon/Co2
    • Preheat: When ambient temperature is below 10°C (50 °F) and/or humidity, preheat base metal to 30-50°C (86-122°F).
  • Welding Process: Page 12
    • Use Flux Core Arc Welding (FCAW)

Safety Precautions

  • Safety is employee responsibility
  • Tools/equipment must be appropriate to the task
  • Only authorized personnel may perform welding
  • Risk assessments must be completed before commencing work
  • Fireproof barriers and flammable materials are to be cleared

Welding Specifications

  • Preheat area for 3" or 75 mm away from the crack. Maintain this temperature throughout the repair.
  • Infrared devices not recommended for preheating due to accuracy issues on smooth/shiny metals
  • Measure temperature at 50-100 mm from the joint
  • Use Temperature Sticks for root welding
  • Preheat Temperature Log Sheet (sample layout) is provided
  • Maximum temperature between welding passes must be between preheat temperature and 400°C (752°F).
  • Insulate weld after completion for controlled cooling
  • Groove angle between 45° - 60° for grooves (“V” or “U”)
  • Backing plates (if needed), should be continuous weld
  • Dimensions of weld to specifications.

Technical Requirements

  • Parts cleaning of repair areas (mechanical/chemical)

Excavation and Weld Preparation

  • Repair existing defects using grinding and arc-air gouging
  • Remove slag, oxides, carburized zones from the excavation
  • Confirm the thickness of the plate before gouging
  • Maintain smooth transitions during excavation
  • If crack propagation is suspected, use holes to prevent further damage
  • Weld metal/base metal removal can not damage the adjacent material

Backing Strips

  • Precautions for use with box sections: Prep access holes; Perform repair work through access holes; Use backing plates
  • Material of backing plate to suit base metal; Install with no gaps to avoid stress concentration.
  • Install backing plates to cover access holes by tack welding
  • Remove tack welds before performing final welding
  • Avoid using backing plates more than 40 to 50 mm from end edge

Welding Process

  • Use Flux Core Arc Welding (FCAW)
  • Tack welding parameters same as subsequent weld
  • Minimum tack weld length = 50 mm
  • Remove any defective tack welds

Welding of Run-Off Tabs

  • Adapt size of tabs to cover weld bevels
  • Shortest distance from start/stop of welding layers to plate = 40 mm

Welding Positions

  • Positions: flat, horizontal, vertical (up progression), overhead
  • Groove: 1G, 2G, 3G, 4G; Fillet: 1F, 2F, 3F, 4F

Welding Technique

  • Weld the root pass along the crack
  • Remove slag from the root pass. Visually check for cracks
  • Any crack found is to be gouged out, edges are to be smoothed, and re-welded
  • Continue bead for a full pass, before starting second pass

Interpass Temperature

  • Measure and record interpass temperature every hour
  • Maximum allowed temperature is 400°C

Order of Weld Finish Passes

  • Pass 1: Make weld at parent material edge
  • Pass 2: Weld with 50% overlap on Pass 1
  • Pass 3: Weld with 50% overlap on Pass 2
  • Final weld: Middle of weld area away (from) parent metal

Defects Avoidance/Corrections

  • Avoid crack propagation
  • Check for cracks in the root pass and adjacent weld layers

Grinding Procedures

  • Grind all welds smooth.
  • Grind to a smooth weld transition to the base
  • Grind to a radius of 2 inches
  • Grind feed marks/polish
  • Ensure reinforcement is flat
  • A standard 4" or 4.5" grinding wheel

Final Weld Inspection

  • Inspect welds within 48 hrs of completion, while cooled
  • Visual Inspection, MT, or UT inspection
  • No cracks or undercuts

Paint

  • Clean welds and paint with primer and top coat

Documentation

  • Record all inspection results (NDT findings, weld parameters, etc.) and retain them in the equipment’s maintenance history

Repair Standards and References

  • Welding standards: AWS D1.1, Structural Welding Code – Steel, AWS 14.3, and AWS A5.29
  • Repair welding manuals: Part No. KO-111-01
  • Non-Destructive Testing (NDT) per requirements of AWS D1.1 and SNT-TC-1A

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Description

Test your understanding of the Chassis Welding Procedure tailored for EH3500 and EH4000. This quiz covers critical safety requirements, AWS standards, and essential steps for effective welding repairs. Ensure you're familiar with changes to the Kansanshi Standard and approval processes.

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