AWS D1.4 : 1998
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
STRUCTURAL WELDING CODE - REINFORCING STEEL
07-23-2013
01-12-2013
Personnel
Foreword
1 General provisions
1.1 Scope
1.2 Application
1.3 Reinforcing steel base metal
1.4 Welding processes
1.5 Definitions
1.6 Welding symbols
1.7 Safety precautions
1.8 Standard units of measurement
2 Allowable stresses
2.1 Base metal stresses
2.2 Allowable stresses in welds
2.3 Effective weld areas, lengths, throats, and sizes
3 Structural details
3.1 Transition in bar size
3.2 Eccentricity
3.3 Joint types
3.4 Direct butt joints
3.5 Indirect butt joints
3.6 Lap joints
3.7 Interconnection of precast members
4 Workmanship
4.1 Preparation of base metal
4.2 Assembly
4.3 Control of distortion, shrinkage, and heat
4.4 Quality of welds
5 Technique
5.1 Filler metal requirements
5.2 Minimum preheat and interpass temperature
requirements
5.3 Arc strikes
5.4 Tack welds
5.5 Progression of welding
5.6 Welding of coated base metal
5.7 Electrodes for shielded metal arc welding
5.8 Electrodes and shielding gas for gas metal arc and
flux cored arc welding
6 Qualification
6.1 General
6.2 Welding procedure qualification
6.3 Welder qualification
6.4 Retests
6.5 Period of effectiveness
6.6 Records
7 Inspection
7.1 General requirements
7.2 Inspection of base metals
7.3 Inspection of welding procedure qualification and
equipment
7.4 Inspection of welder qualifications
7.5 Inspection of work and records
7.6 Obligations of the contractor
7.7 Nondestructive testing
Appendices
A Sample welding procedure form
B Nominal dimensions of standard reinforcing bars
C Guidelines for the preparation of technical
inquiries for the structural welding committee
D Safe practices
Tables
2.1 Allowable stresses in welds
4.1 Radiographic acceptance criteria
5.1 Matching filler metals requirements
5.2 Minimum preheat and interpass temperature
5.3 Permissible atmospheric exposure of low hydrogen
electrodes
6.1 Number and type of tests, procedure qualification
6.2 Number and type of test and welds qualified for
welder qualification
Figures
2.1 Effective weld sizes for flare-groove welds
3.1 Direct butt joints showing transition between bars
of different sizes
3.2 Direct butt joints
3.3 Indirect butt joints
3.4 Lap joints
3.5 Details of joints of anchorages, base plates, and
inserts
4.1 Acceptable and unacceptable weld profiles
6.1 Direct butt joint test positions for groove welds
6.2 Indirect butt joint test positions for flare-groove
welds or fillet welds
6.3 Positions of groove welds
6.4 Positions of fillet welds
6.5 Full section tension test specimens for procedure
qualification tests
6.6 Full section tension test and macroetch test
specimens for welder qualification tests
Covers the requirements for welding reinforcing steel in most reinforced concrete applications. It contains a body of rules for the regulation of welding reinforcing steel and provides suitable acceptance criteria for such welds. Coverage includes: reinforcing steel base metal; standard units of measurement; base metal stresses; allowable stresses in welds; effective weld areas, lengths, throats and sizes; transition in bar size; indirect butt joints; interconnection of precast members; preparation of base metal; filler metal requirements; minimum preheat and interpass temperature requirements; welding of coated base metal. Also gives tables and diagrams.
DocumentType |
Standard
|
PublisherName |
American Welding Society
|
Status |
Superseded
|
SupersededBy |
ACI 336.1 : 2001 | REFERENCE SPECIFICATION FOR THE CONSTRUCTION OF DRILLED PIERS AND COMMENTARY |
ACI 439.3R : 2007 | TYPES OF MECHANICAL SPLICES FOR REINFORCING BARS |
AWS D17.1 : 2001 | SPECIFICATION FOR FUSION WELDING FOR AEROSPACE APPLICATIONS |
ACI 350 : 2006 | CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY |
AWS DPW : 1999 | THE DESIGN AND PLANNING MANUAL FOR COST-EFFECTIVE WELDING |
ANS 57.7-1988(R1997) | DESIGN CRITERIA FOR AN INDEPENDENT SPENT FUEL STORAGE INSTALLATION (WATER POOL TYPE) |
ASCE 9 91 : 1991 | STANDARD PRACTICE FOR CONSTRUCTION AND INSPECTION OF COMPOSITE SLABS |
ACI 336.1R : 2017 | SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS |
UFC 3-250-04 : Change 2 | UNIFIED FACILITIES CRITERIA - STANDARD PRACTICE FOR CONCRETE PAVEMENTS |
SAE ARP 5305 : 2017 | STRUCTURAL DESIGN AND CONSTRUCTION CONSIDERATIONS FOR ENCLOSED TURBOFAN/TURBOJET ENGINE TEST CELLS |
CTI ESG 123 : 2012 | RECOMMENDED GUIDELINES FOR CONCRETE RESTORATION AND REPAIRS TO NATURAL AND MECHANICAL DRAFT COOLING TOWERS |
ICC 2012 INTERNATIONAL BUILDING CODE : 2012 | INTERNATIONAL BUILDING CODE |
NEMA TT 1 : 1983 | TAPERED TUBULAR STEEL STRUCTURES, |
AASHTO M 334M/M 334 : 2017 | SPECIFICATION FOR UNCOATED, CORROSION-RESISTANT, DEFORMED AND PLAIN CHROMIUM ALLOYED, BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT AND DOWELS |
ASME PCC 2 : 2015 | REPAIR OF PRESSURE EQUIPMENT AND PIPING |
AWS B2.1 : 2005 | SPECIFICATION FOR WELDING PROCEDURE AND PERFORMANCE QUALIFICATION |
ACI 546.1R : 80(R1997) | GUIDE FOR REPAIR OF CONCRETE BRIDGE SUPERSTRUCTURES |
AASHTO MP 18M/MP 18 : 1900 | SPECIFICATION FOR UNCOATED, CORROSION-RESISTANT, DEFORMED AND PLAIN ALLOY, BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT AND DOWELS |
AWS B5.4 : 2005 | SPECIFICATION FOR THE QUALIFICATION OF WELDER TEST FACILITIES |
CTI ESG 153 : 0 | RECOMMENDED GUIDELINES FOR PORTLAND CEMENT CONCRETE FOR MECHANICAL DRAFT COOLING TOWERS |
NACE SP 03 08 : 2008(R2018) | INSPECTION METHODS FOR CORROSION EVALUATION OF CONVENTIONALLY REINFORCED CONCRETE STRUCTURES |
ACI 358.1R : 1992 | ANALYSIS AND DESIGN OF REINFORCED CONCRETE GUIDEWAY STRUCTURES |
ACI 533R : 2011 | GUIDE FOR PRECAST CONCRETE WALL PANELS |
ACI 350M : 2006 | METRIC CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY |
ACI 350.5 : 2012 | SPECIFICATIONS FOR ENVIRONMENTAL CONCRETE STRUCTURES |
ACI PRC-357 : 1984 | GUIDE FOR THE DESIGN AND CONSTRUCTION OF FIXED OFFSHORE CONCRETE STRUCTURES |
ACI 530.1 : 1995 | SPECIFICATIONS FOR MASONRY STRUCTURES |
ASTM F 1090 : 2015 : REDLINE | Standard Classification for Bank and Mercantile Vault Construction |
ACI 343.1R : 2012 | GUIDE FOR THE ANALYSIS AND DESIGN OF REINFORCED AND PRESTRESSED CONCRETE GUIDEWAY STRUCTURES |
AASHTO M 31M/M 31 : 2015 | STANDARD SPECIFICATION FOR DEFORMED AND PLAIN CARBON AND LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT |
AWWA C301 : 2014 | PRESTRESSED CONCRETE PRESSURE PIPE, STEEL-CYLINDER TYPE |
NACE RP 01 87 : 2005 | DESIGN CONSIDERATIONS FOR CORROSION CONTROL OF REINFORCING STEEL IN CONCRETE |
ASTM E 329 : 2018 : REDLINE | Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection |
ANS 57.2-1983 | LIGHT WATER REACTOR SPENT FUEL STORAGE FACILITIES, REQUIREMENTS FOR, |
ASTM A 615/A615M : 2016-03 | SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT |
ASTM A 706/A706M : 2016 : REDLINE | Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement |
ASTM A 184/A184M : 2017 : REDLINE | Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement |
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