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| Material | SS, CS, MS |
| Range | M10 to M100 |
| Standard | ASTM / ASME A/SA 193 / 194 |
T-head bolts can be used for practically every connection application involving tensioning and clamping. The following sizes are available for immediate delivery of stock goods:
To DIN 186 with square head from M6 to M36
in lengths from 20 to 420mm
To DIN 188 with lug from M8 to M36
in lengths from 20 to 420 mm
To DIN 261 with barrel from M6 to M30
in lengths from 20 to 420 mm
Examples of application:
Datasheets (PDF format):
T-head bolts with lug DIN 186
T-head bolts with barrel DIN 188
T-head bolts with shank DIN 261
| Material | Stainless Steel |
| Condition | New |
| Range | M10 to M100 |
| Standard | ASTM / ASME SB 160 / 164 / 425 / 166 / 446 / 574 / 472 |
ASTM A 193 B7 | |
| APPLICATIONS/ ADVANTAGES | B7 are best suited for use in temperatures between 300° - 400° C. |
| MATERIAL | Bolts shall be made from a grade B7 alloy which conforms to the following chemical composition requirements-- |
| Carbon: 0.37-0.49%; Manganese: 0.65-1.10%; Phosphorus: 0.035% max; Sulfur: 0.040% max; Silicon: 0.15-0.35% ; Chromium: 0.75-1.20% ;Molybdenum: 0.15-0.25% | |
| HEAT TREATMENT | Immediately after rolling or forging, the studs are cooled to a temperature below the cooling transformation stage. Parts are then hardened by heating to a temperature of 870°C and oil quenched then it is reheated to a minimum tempering temperature of 593°C and cooled in still air. |
| HARDNESS | Rockwell C35 maximum |
| YIELD STRENGTH | Studs 2.5” in diameter and smaller: 105,000 psi. minimum |
| TENSILE STRENGTH | Studs 2.5” in diameter and smaller: 125,000 psi. minimum |
| ELONGATION IN 4D | 16% minimum |
| REDUCTION OF AREA | 50% minimum |
| PLATING | Studs are typically provided plain without a secondary finish or as per requirement |
| Range | M10 to M100 |
| Material | SS, MS, CS |
| Standard | ASTM / ASME A/SA 193 / 194 |
Hex Flange Bolt
Flange bolts have a circular flange under the head that acts like a washer to distribute the load. Flange bolts that are non-serrated are sometimes called frame bolts.
Resources| Flange bolts | |
Partial thread (IFI-111) (Note: Shorter lengths are found under full thread.) These bolts are sometimes called Frame bolts. A hexagonal head for use with a wrench. Meets IFI-111 (2002).
| Full thread (IFI-111) These bolts are sometimes called Frame bolts. A hexagonal head for use with a wrench. Meets IFI-111 (2002).
|
Full thread (IFI-111), Serrated Serrated heads are designed to prevent loosening. A hexagonal head for use with a wrench. Meets IFI-111 (2002).
| Oversize, Full thread (IFI-111), Serrated These bolts have an extra large flange. Serrated heads are designed to prevent loosening. A hexagonal head for use with a wrench. Meets IFI-111 (2002).
|
Metric flange bolts Flange bolts have a flange on the bottom of the head that distributes the load like a washer. | |
| Material | SS, MS |
An anchor bolt is used to attach objects or structures to concrete. There are many types of anchor bolts, consisting of designs that are mostly proprietary to the manufacturing companies. All consist of a threaded end, to which a nut and washer can be attached to the external load. Anchor bolts are extensively used on all types of projects, from standard buildings to dams and nuclear power plants. They can also be used to firmly affix embed plates to a concrete foundation when used with a structural steel element.
The simplest anchor bolt is a cast-in-place anchor. As seen in the figure, most designs consist of a standard bolt with a hexagonal head, which is cast in the wet concrete before it sets. There are other designs, some consisting of a bent bolt with a hook on the end or some other sort of bending. Cast-in-place anchor bolts are the strongest type of fastener, but the casting is difficult, and they are usually only used for heavy machines mounted on poured concrete floors. Another use of this anchor bolt is to connect the concrete foundation of a building to its wall. With this, the building is more resistant to earthquakes. Currently, there are several devices to assist in holding and in placing anchor bolt to set in the concrete. These devices are mostly made of composite plastic.
Once the concrete has been poured and set, the only other types of bolts that can be used are mechanical and epoxy bolts. Epoxy bolts are the strongest but can be very tricky to install, since the epoxy has to be mixed to exact specifications, the hole must be very clean, and the set time has to be watched. As well, there must be a rigorous testing program. In Boston's Big Dig project, these procedures were not well carried out, which resulted in a large concrete slab crushing a motorist.
A concrete screw is another way of attaching things to concrete that has already been poured and set.
| Material | SS, MS, CS |
| Grade | Astm / Asme A 193 B 6, B 7 / B 7m, B 16 |
| Hardness | Rockwell C35 maximum |
| ASTM A 193 B7 | |
| APPLICATIONS/ ADVANTAGES | B7 are best suited for use in temperatures between 300° - 400° C. |
| MATERIAL | Bolts shall be made from a grade B7 alloy which conforms to the following chemical composition requirements-- |
| Carbon: 0.37-0.49%; Manganese: 0.65-1.10%; Phosphorus: 0.035% max; Sulfur: 0.040% max; Silicon: 0.15-0.35% ; Chromium: 0.75-1.20% ;Molybdenum: 0.15-0.25% | |
| HEAT TREATMENT | Immediately after rolling or forging, the studs are cooled to a temperature below the cooling transformation stage. Parts are then hardened by heating to a temperature of 870°C and oil quenched then it is reheated to a minimum tempering temperature of 593°C and cooled in still air. |
| HARDNESS | Rockwell C35 maximum |
| YIELD STRENGTH | Studs 2.5” in diameter and smaller: 105,000 psi. minimum |
| TENSILE STRENGTH | Studs 2.5” in diameter and smaller: 125,000 psi. minimum |
| ELONGATION IN 4D | 16% minimum |
| REDUCTION OF AREA | 50% minimum |
| PLATING | Studs are typically provided plain without a secondary finish or as per requirement |
| Shape | U-shaped |
| Material | SS, MS, CS |
A U-bolt is a bolt in the shape of the letter U with screw threads on both ends.
U-bolts have primarily been used to support pipework, pipes through which fluids and gasses pass. As such, U-bolts were measured using pipe-work engineering speak. A U-bolt would be described by the size of pipe it was supporting.
For example, a 40 Nominal Bore U-bolt would be asked for by pipework engineers, and only they would know what that meant. In reality, the 40 nominal bore part bears little resemblance to the size and dimensions of the U-bolt.
The nominal bore of a pipe is actually a measurement of the inside diameter of the pipe. Engineers are interested in this because they design a pipe by the amount of fluid/gas it can transport.
As U-bolts are now being used by a much wider audience to clamp any kind of tubing / round bar, then a more convenient measurement system needs to be used.
Four elements uniquely define any U-bolt:
| Material | SS |
| Range | M10 to M100 |
| Standard | ASTM / ASME SB 160 / 164 / 425 / 166 / 446 / 574 / 472 |
| ASTM A 193 B7 | |
| APPLICATIONS/ ADVANTAGES | B7 are best suited for use in temperatures between 300° - 400° C. |
| MATERIAL | Bolts shall be made from a grade B7 alloy which conforms to the following chemical composition requirements-- |
| Carbon: 0.37-0.49%; Manganese: 0.65-1.10%; Phosphorus: 0.035% max; Sulfur: 0.040% max; Silicon: 0.15-0.35% ; Chromium: 0.75-1.20% ;Molybdenum: 0.15-0.25% | |
| HEAT TREATMENT | Immediately after rolling or forging, the studs are cooled to a temperature below the cooling transformation stage. Parts are then hardened by heating to a temperature of 870°C and oil quenched then it is reheated to a minimum tempering temperature of 593°C and cooled in still air. |
| HARDNESS | Rockwell C35 maximum |
| YIELD STRENGTH | Studs 2.5” in diameter and smaller: 105,000 psi. minimum |
| TENSILE STRENGTH | Studs 2.5” in diameter and smaller: 125,000 psi. minimum |
| ELONGATION IN 4D | 16% minimum |
| REDUCTION OF AREA | 50% minimum |
| PLATING | Studs are typically provided plain without a secondary finish or as per requirement |
| Range | M10 to M100 |
| Material | SS |
| ASTM A 193 B7 | |
| APPLICATIONS/ ADVANTAGES | B7 studs are best suited for use in temperatures between 300° - 400° C. |
| MATERIAL | Bolts shall be made from a grade B7 alloy which conforms to the following chemical composition requirements-- |
| Carbon: 0.37-0.49%; Manganese: 0.65-1.10%; Phosphorus: 0.035% max; Sulfur: 0.040% max; Silicon: 0.15-0.35% ; Chromium: 0.75-1.20% ;Molybdenum: 0.15-0.25% | |
| HEAT TREATMENT | Immediately after rolling or forging, the studs are cooled to a temperature below the cooling transformation stage. Parts are then hardened by heating to a temperature of 870°C and oil quenched then it is reheated to a minimum tempering temperature of 593°C and cooled in still air. |
| HARDNESS | Rockwell C35 maximum |
| YIELD STRENGTH | Studs 2.5” in diameter and smaller: 105,000 psi. minimum |
| TENSILE STRENGTH | Studs 2.5” in diameter and smaller: 125,000 psi. minimum |
| ELONGATION IN 4D | 16% minimum |
| REDUCTION OF AREA | 50% minimum |
| PLATING | Bolts are typically provided plain without a secondary finish or as per requirement |
| Material | Copper |
| Standard | ASTM B-187 |
Copper rivets and fasteners are often utilized in manufacturing applications due to their strength after cold-heading, corrosion resistance, and antimicrobial properties. We increase the strength of our copper products by the cold forming process, making it an ideal fastener for your requirements.
Due to its decorative appeal, copper is an ideal material for manufacturing functional items, and its conductivity makes it perfect for use in electrical applications. Copper rivets are commonly used in clothes, saddles, shoes, bags and more to reinforce the product and because of how aesthetically pleasing copper rivets look.
Fasteners grades of copper or fasteners of copper grades include:| Material | SS |
| Composition | Carbon: 0.25-0.58%; Manganese: 0.57% minimum; Phosphorus: 0.048% maximum; Sulfur: 0.058% maximum |
| Tensile strength | 150,000 - 170,000 psi. |
| HEAT TREATMENT | Type 1 bolts shall be heat treated by quenching in a liquid medium from above the austenitizing temperature and then tempering by reheating to a temperature of at least 800°F. |
| HARDNESS | 1/2" through 1" diameter, inclusive: Rockwell C24 - 35 |
| 1-1/8" through 1-1/2" diameter, inclusive: Rockwell C19 - 31 | |
| PROOF LOAD | 1/2" through 1" diameter, inclusive: 85,000 psi. |
| 1-1/8" through 1-1/2" diameter, inclusive: 74,000 psi. | |
| YIELD STRENGTH | 1/2" through 1" diameter, inclusive: 92,000 psi. minimum |
| 1-1/8" through 1-1/2" diameter, inclusive: 81,000 psi. minimum | |
| TENSILE STRENGTH | 1/2" through 1" diameter, inclusive: 120,000 psi. minimum |
| 1-1/8" through 1-1/2" diameter, inclusive: 105,000 psi. minimum |
| MATERIAL | Type 1 bolts shall be made from an alloy steel which conforms to the following chemical composition requirements-- |
| Carbon: 0.28-0.50% (for 1-1/2" diameter: 0.33-0.55%); Phosphorus: 0.045% maximum; Sulfur: 0.045% maximum. | |
| Type 3 bolts shall be made from a corrosion resistant steel which conforms to the following chemical composition requirements— | |
| Carbon: 0.19-0.55%; Manganese: 0.37% minimum; Phosphorus: 0.045% maximum; Sulfur: 0.055% maximum; Copper: 0.63% maximum; Chromium: 0.42% minimum; Nickel: 0.17% minimum; Molybdenum: 0.14% minimum. |
| HEAT TREATMENT | Type 1 bolts shall be heat treated by quenching in oil from above the transformation temperature. |
| Type 3 bolts shall be quenched in a suitable liquid from above the transformation temperature. Type 1 and Type 3 bolts shall be tempered by reheating to a temperature of at least 800°F. | |
| HARDNESS | Rockwell C33 - 38 |
| PROOF LOAD | 120,000 psi. |
| YIELD STRENGTH | 130,000 psi. minimum |
| TENSILE STRENGTH | 150,000 - 170,000 psi. |
| Material | SS, MS |
| Tensile Strength | 60,000 psi |
| Length | Up to 5 Mtrs |
Description: A low or medium carbon steel, externally threaded mechanical device 1/4" diameter or larger, with a trimmed square-shaped external wrenching head.
Applications/Advantages: Offers greater bearing surface for wrenching than hex head bolts.
Material: Bolts shall be made from a carbon steel which conforms to the following chemical composition requirements--
Phosphorus: 0.06% maximum; Sulfur: 0.15% maximum
Hardness Bolts of a length less than 3 times diameter: Rockwell B69-100
Bolts of a length 3 times diameter and longer: Rockwell B100 maximum
· Elongation in 2 in: 18% minimum
| Material | Stainless Steel |
| Range | M10 to M100 |
| Grade | ASTM / ASME SB 160 / 164 / 425 / 166 / 446 / 574 / 472 |
| ASTM A 193 B7 | |
| APPLICATIONS/ ADVANTAGES | B7 studs are best suited for use in temperatures between 300° - 400° C. |
| MATERIAL | Bolts shall be made from a grade B7 alloy which conforms to the following chemical composition requirements-- |
| Carbon: 0.37-0.49%; Manganese: 0.65-1.10%; Phosphorus: 0.035% max; Sulfur: 0.040% max; Silicon: 0.15-0.35% ; Chromium: 0.75-1.20% ;Molybdenum: 0.15-0.25% | |
| HEAT TREATMENT | Immediately after rolling or forging, the studs are cooled to a temperature below the cooling transformation stage. Parts are then hardened by heating to a temperature of 870°C and oil quenched then it is reheated to a minimum tempering temperature of 593°C and cooled in still air. |
| HARDNESS | Rockwell C35 maximum |
| YIELD STRENGTH | Studs 2.5” in diameter and smaller: 105,000 psi. minimum |
| TENSILE STRENGTH | Studs 2.5” in diameter and smaller: 125,000 psi. minimum |
| ELONGATION IN 4D | 16% minimum |
| REDUCTION OF AREA | 50% minimum |
| PLATING | Studs are typically provided plain without a secondary finish or as per requirement |
| Material | SS, MS, CS |
| Grade | Astm / Asme A 193 B 6, B 7 / B 7m, B 16 |
| Range | M10 tO M100 |
| Standard | ASTM / ASME A/SA 193 / 194 GR. |
| Grade | B 6, B 7/ B 7M, B 16, 2, 2HM, 2H, GR 6, B 7, B 7M |
| ASTM A 193 B7 | |
| APPLICATIONS/ ADVANTAGES | B7 are best suited for use in temperatures between 300° - 400° C. |
| MATERIAL | Bolts shall be made from a grade B7 alloy which conforms to the following chemical composition requirements-- |
| Carbon: 0.37-0.49%; Manganese: 0.65-1.10%; Phosphorus: 0.035% max; Sulfur: 0.040% max; Silicon: 0.15-0.35% ; Chromium: 0.75-1.20% ;Molybdenum: 0.15-0.25% | |
| HEAT TREATMENT | Immediately after rolling or forging, the studs are cooled to a temperature below the cooling transformation stage. Parts are then hardened by heating to a temperature of 870°C and oil quenched then it is reheated to a minimum tempering temperature of 593°C and cooled in still air. |
| HARDNESS | Rockwell C35 maximum |
| YIELD STRENGTH | Studs 2.5” in diameter and smaller: 105,000 psi. minimum |
| TENSILE STRENGTH | Studs 2.5” in diameter and smaller: 125,000 psi. minimum |
| ELONGATION IN 4D | 16% minimum |
| REDUCTION OF AREA | 50% minimum |
| PLATING | Studs are typically provided plain without a secondary finish or as per requirement |
| Diametre (millimetre) | 8 to 30 mm |
| Material | Mild Steel, Stainless steel |