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ASTM F1554, EN 193,EN 194,ISO 898-1,DIN 931,DIN 529 Anchor Bolts,Nuts

ASTM F1554 GR.105 ANCHOR BOLTS
  • ASTM F1554 GR.105 ANCHOR BOLTS
  • ISO 898-1 ANCHOR BOLTS
  • ASTM F1554 GRADE 55 ANCHOR BOLTS, NUTS AND WASHERS
  • ASTM F1554 GR.36 ANCHOR BOLTS
  • ASTM F1554 GR.55 ANCHOR BOLTS,GALVANIZED
  • MARINE HEAVY BOLTS
  • MARINE EYE BOLTS
  • ASTM F1554 GR.55 HOT DIPPED ANCHOR BOLTS,DACLOMET
  • ASTM F1554 GRADE 36 ANCHOR BOLTS PACKAGING
  • ASTM F1554, EN 193,EN 194,ISO 898-1,DIN 931,DIN 529 Anchor Bolts,Nuts
  • ASTM F1554, EN 193,EN 194,ISO 898-1,DIN 931,DIN 529 Anchor Bolts,Nuts
  • TOP & BOTTOM RING,ANCHOR BOLTS
  • ASTM F1554, EN 193,EN 194,ISO 898-1,DIN 931,DIN 529 Anchor Bolts,Nuts
  • ASTM F1554, EN 193,EN 194,ISO 898-1,DIN 931,DIN 529 Anchor Bolts,Nuts
  • SPLICE PLATE
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Product Description
ASTM F1554 ANCHOR BOLTS
F1554 Grades
Grade Description
36 Low carbon, 36 ksi yield steel anchor bolts
55 High strength, low alloy, 55 ksi yield steel anchor bolts
105 Alloy, heat treated, high strength 105 ksi yield steel anchor bolts
Supplementary Testing
Supplementary requirements shall apply only when specified in the purchase order or contract.
S1: Weldable version of the Grade 55 specification.  Through chemical composition restrictions and by a carbon equivalency formula, S1 provides assurance of weldability.  When S1 is not specified, the Grade 55 material may or may not be weldable.
S2: Permanent manufacturer’s identification on the end of the anchor bolt that projects from the concrete, in lieu of color coding.
S3: Permanent grade identification on the end of the anchor bolt that projects from the concrete, in lieu of color coding.
S4: Charpy Impact requirements at +40⁰F (+5⁰C) for grades 55 and 105. The minimum Charpy V-notch energy requirement is an average of 15ft-lbs for three specimens, with no one specimen falling below 12ft-lbs. Charpy Impact requirements at -20⁰F (-29⁰C) for grade 105. The minimum Charpy V-notch energy requirement is an average of 15ft-lbs for three specimens, with no one specimen falling below 12ft-lbs.
F1554 Mechanical Properties
Grade Identification Marking Size inches Tensile, ksi Yield, ksi min Yield, MPa min Elong. % min RA % min
36
 
  ASTM F1554 Grade 36  
 
BLUE 1⁄2 - 4 58 - 80 36 248 23 40
55 ASTM F1554 Grade 55
 
YELLOW 1⁄2 - 2 75 - 95 55 380 21 30
21⁄4 - 21⁄2 75 - 95 55 380 21 30
23⁄4 - 3 75 - 95 55 380 21 30
31⁄4 - 4 75 - 95 55 380 21 30
105
 
  ASTM F1554 Grade 105  
 
RED 1⁄2 - 3 125 - 150 105 724 15 45
Stamping of F1554 bolts with manufacturer's identification is a supplemental requirement (S2)
Color coding is required unless the grade is stamped in accordance with supplemental requirement (S3).
When Grade 36 is specified, a weldable Grade 55 may be furnished at the supplier's option.
F1554 Chemical Properties
Element Grade 36 Grades 55 and 105
Sizes up to 3/4   Sizes over 1-1/2 to 4 Sizes over 1-1/2 to 4
Carbon (max) 0.26% 0.28% 0.28%  
Manganese * 0.60 - 0.90% 0.60 - 0.90%  
Phosphorus, max 0.04% 0.04% 0.04% 0.04%
Sulfur, max 0.05% 0.05% 0.05% 0.05%
Copper, min (when specified) 0.20% 0.20% 0.20% 0.20%
* Optional with the manufacturer but shall be compatible with weldable steel
F1554 Recommended Hardware                
Grade Identification Marking Size Inches Recommended A563 Nut Washer
Plain Finish Hot-Dip or Mechanical Zinc Coated
Grade Style Grade Style
36 ASTM F1554 Grade 36
 
BLUE 1⁄2 – 11⁄2 A Hex A Hex F436
15⁄8 – 4 A Heavy Hex A Heavy Hex
55 ASTM F1554 Grade 55
 
YELLOW 1⁄2 – 11⁄2 A Hex A Heavy Hex F436
15⁄8 – 4 A Heavy Hex A Heavy Hex
105 ASTM F1554 Grade 105
 
RED 1⁄2 – 11⁄2 D1 Heavy Hex DH2 Heavy Hex F436
15⁄8 – 3 DH2 Heavy Hex DH2 Heavy Hex
1 A563 grade D nuts are rarely available. A563 grade DH or A194 grade 2H should be substituted.
2 The availability of A563 grade DH nuts in nominal sizes 1″ and larger is very limited and generally available only on special orders of 50,000 or more. For smaller quantities, ASTM A194 grade 2H should be considered.
Applications 
Anchor bolts are used to anchor structural supports to concrete foundations. These structural supports include wind power foundation,building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications. Anchor bolts are available in three configurations:
Standard anchor rods have a nut or anchor plate, which is embedded in concrete to retain the structure securely. 
Bent anchor bolts are shaped like a hook and embedded in concrete to increase pull-out resistance.
Headed anchor bolts are embedded upside down in concrete foundations with the head providing pull-out resistance.
Specifications︰ASTM Specifications
F1554
ASTM F1554 was developed to specifically cover anchor bolts and is the most widely used specification for this application. This specification includes 3 grades of anchor bolts including grade 36, 55, and 105. The grade corresponds to the minimum yield strength of the anchor bolt.
A307
Grade C of the A307 specification formerly covered anchor bolts, but in 2007 was replaced by F1554 Grade 36. Theoretically, Grades A and B could be used as anchor bolts, but technically they are not anchor bolt specificaitons. For mild steel anchor bolts with similar chemical and strength requirements, F1554 Grade 36 should be considered.
A449
This is a medium strength, quenched and tempered grade of bolt used for general applications, including anchor bolts. It is manufactured from medium carbon or alloy steel and heat treated to the required strength.
A325
Although this specification is occasionally specified for anchor bolts, technically it is a heavy hex head bolt with short thread lengths designed for structural steel connections. Anchor bolts should be manufactured to the A449 specification which has virtually identical chemical and physical properties. Section 1.5 of the A325 specification refers you to A449 for anchor bolts.
A354
This is a quenched and tempered bolt made from alloy steel and heat treated to the required strength. There are 2 grades, BC and BD. ASTM recommends against galvanizing Grade BD as the high tensile strength makes it more susceptible to hydrogen embrittlement.
A193
This specification was designed for high temperature or high pressure service. The most common grades used for anchor bolts are the high strength alloy steel grade B7 and the stainless steel grades B8 and B8M.
A320
This specification was designed for low temperature service. The most common grades used for anchor bolts are the high strength alloy steel grade L7 and the stainless steel grades B8 and B8M. Grade L7 anchor bolts require a Charpy test at -150 degrees Fahrenheit.
F2329
This ASTM specification covers hot-dip galvanizing of bolts, nuts, washers, and other threaded parts. Galvanizing was previously covered under ASTM A153 but has been more defined under F2329.

Material: 35CrMo, 35VB, B7, 42CrMo

Length 2m~11m

Surface treatment: Plain, Dacromet, Painting
,Hot Dipped Galvanizing
Product Image

ASTM F1554 GR.105 ANCHOR BOLTS
ASTM F1554 GR.105 ANCHOR BOLTS

ISO 898-1 ANCHOR BOLTS
ISO 898-1 ANCHOR BOLTS

ASTM F1554 GRADE 55 ANCHOR BOLTS, NUTS AND WASHERS
ASTM F1554 GRADE 55 ANCHOR BOLTS, NUTS AND WASHERS

ASTM F1554 GR.36 ANCHOR BOLTS
ASTM F1554 GR.36 ANCHOR BOLTS

ASTM F1554 GR.55 ANCHOR BOLTS,GALVANIZED
ASTM F1554 GR.55 ANCHOR BOLTS,GALVANIZED

MARINE HEAVY BOLTS
MARINE HEAVY BOLTS

MARINE EYE BOLTS
MARINE EYE BOLTS

ASTM F1554 GR.55 HOT DIPPED ANCHOR BOLTS,DACLOMET
ASTM F1554 GR.55 HOT DIPPED ANCHOR BOLTS,DACLOMET

ASTM F1554 GRADE 36 ANCHOR BOLTS PACKAGING
ASTM F1554 GRADE 36 ANCHOR BOLTS PACKAGING



TOP & BOTTOM RING,ANCHOR BOLTS
TOP & BOTTOM RING,ANCHOR BOLTS



SPLICE PLATE
SPLICE PLATE

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