L-bolt versus J-bolt versus swedged anchor in Monel 400 - which geometry to specify?

L-bolt suits shallow embedment with moderate pull-out (90 degree leg, hook length 4 to 6 times shank diameter). J-bolt clears interference with rebar cages and shallow pours (hook radius 3 times shank diameter, J return 4 times shank diameter). Headed anchor (hex or square head on the embedded end) delivers the highest pull-out per inch of embedment because the head bears against concrete in pure compression. Swedged anchor (deformed shank profile rolled into the embedded length) develops bond along the full embedment with no end hook; specified where rebar interference rules out hook geometries. Mechanical floor across all four is identical (ASTM F468 Class A).

What is the standard length of a Monel 400 anchor bolt?

Project drawing governs length. Indicative stocked ranges: M16 in 200 to 600 mm; M20 in 250 to 750 mm; M24 in 300 to 900 mm; M30 in 400 to 1200 mm; M36 in 500 to 1500 mm. Imperial: 5/8 inch in 8 to 24 inch; 3/4 inch in 10 to 30 inch; 1 inch in 12 to 48 inch; 1-1/2 inch in 18 to 60 inch. Longer indents to 2.5 metre are produced from ASTM B164 bar.

What is the minimum embedment depth for a Monel 400 anchor bolt in concrete?

Embedment depth is set by the structural designer using ACI 318 Chapter 17 (anchorage to concrete). Typical embedment for cast-in headed anchors ranges from 8 to 12 times the shank diameter, with the lower bound applicable to high-strength concrete and the upper bound applicable to edge or thin-slab conditions. Pull-out capacity is concrete-governed, not bolt-governed, because the F468 Class A tensile floor of 70 to 130 ksi exceeds the cone breakout capacity of most concrete embedments.

Is a Monel 400 anchor bolt weldable?

Yes for Class A (UNS N04400). Welding uses ERNiCu-7 filler per AWS A5.14. Common shop practice tack-welds an L-bolt or J-bolt to the rebar cage to control position during the concrete pour. Class B (UNS N04405, free-machining grade) carries 0.025 to 0.060 percent sulfur and is not recommended for welded joints.

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Monel 400 Ankerbolzen — UNS N04400 / ASTM F468

Monel 400 Ankerbolzen (UNS N04400) für betoneingebettete Verankerungen in Meeresumgebungen, HF-Anlagen, Pickling-Tanks. L-, J-, kopfgeschmiedete und gewindete Ausführungen nach ASTM F468 + B164.

Chemische Zusammensetzung

Element	Bereich (Gew.-%)
Nickel (Ni)	63 min
Copper (Cu)	28 - 34
Iron (Fe)	2.5 max
Manganese (Mn)	2.0 max
Silicon (Si)	0.50 max
Carbon (C)	0.30 max

Mechanische Eigenschaften

Eigenschaft	Wert (min)
Tensile / Zugfestigkeit / Carico rottura / Résistance traction	70 ksi / 485 MPa
0.2% yield	28 ksi / 195 MPa
Elongation	35%
Hardness HRB	60-80

Anwendungen

Meeres-Fundament-Bolzen
Krananker für HF-Raffinerien
Pickling-Tank-Ankerbolzen
U-Boot-Beschleuniger Spitze-Verankerung
Nasenkegel-Strukturanker

Normen

ASTM F468
ASTM B164 (rod)
ACI 318 (anchoring code)
ASCE 19

Häufige Fragen

Angebot in 24 Stunden mit EN 10204 3.1 oder 3.2 Prüfbescheinigung.

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Monel 400 Ankerbolzen — UNS N04400 / ASTM F468

Chemische Zusammensetzung

Mechanische Eigenschaften

Anwendungen

Normen

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