SDS Glued Hooked End Steel Fiber

 SDS Glued Hooked End Steel Fiber

Glued hooked end steel fibre is made of high quality cold-drawn wire. The glued steel fiber in bulked could make sure it has good dispersibility in concrete. Compared with general concrete, steel fibre concrete has a great improvement in tensile strength, flextural strength, abrasion resistance, impact resistance, fatigue resistance, toughness, crack resistance and antiknock performance.

 

Advantages Of Glued Hooked End Steel Fiber

Performance Advantage

Improve the structural strength of concrete, impact resistance, wear-resistance and freeze-thaw resistance, as well as the durability.

 

Characteristic Advantage

Reduce crack widths and control the crack widths tightly.

 

Economic Advantage

Reduce steel reinforcement requirements.

 

Types of Glued Hooked End Steel Fiber

SDS-05030 0.50mm Diameter 30mm Length Glued Steel Fiber

SDS-05530 0.55mm Diameter 30mm Length Glued Steel Fiber

SDS-05035 0.50mm Diameter 35mm Length Glued Steel Fiber

SDS-05535 0.55mm Diameter 35mm Length Glued Steel Fiber

SDS-07550 0.75mm Diameter 50mm Length Glued Steel Fiber

SDS-07560 0.75mm Diameter 60mm Length Glued Steel Fiber

SDS-09060 0.90mm Diameter 60mm Length Glued Steel Fiber

SD80/60GW 0.75MM Diameter 60mm Length Glued Steel Fiber

 

Star Smith is a professional steel fibre supplier that able to offer many types of steel fibers used in concrete and other circumstances including glued steel fiber, hooked end steel fiber, brass fibers, etc. Contact us to learn more about our steel fibers!

 

 


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Company Profile

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  Company Profile Tengzhou Star smith  Metal Products Co., Ltd. is one of the top three enterprises specializing in steel fiber production in China and has participated in the construction of national projects several times.   Established in 2011, our steel fiber manufacturer  can provide an annual production scale of up to 10,000 tons of steel fiber for concrete. It mainly produces glued steel fiber, copper-coated micro steel fiber and loose steel fibers.   It has a complete set of independent research and development production equipment and technology and has obtained many national patents for its steel fiber at present.   Our Vision Service first, keep forging ahead. Quality is the foundation of survival, innovation is the soul of development, product quality is the cornerstone leading to the market and the key to win the trust of users. Be honest and do things professionally.  
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SDS-1823 0.18-0.23mm Diameter 13±1mm Length Copper Micro Steel Fiber

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  Micro steel  fibers are made of copper-coated steel wire. Micro steel fiber wire  is one of most important material of RPC and UHPC.UHPC has high strength, high toughness, very good durability and volume stability. This micro steel fiber  is an excellent new building material. Micro filament steel fibers are currently widely used in high-speed railways, highways, RPC cover plates and UHPC buildings.   If you are interested in our micro steel fiber products, don't hesitate to contact us!   The Specification of SDS-1823 0.18mm-0.23mm Diameter 13±1mm Length Copper Micro Steel Fiber   The Advantages of SDS-1823 0.18mm-0.23mm Diameter 13±1mm Copper Micro Steel Fiber   Good dispersion in concrete; Less impact on UHPC liquidity; Improving the toughness of concrete; The brass fibers provides good impact, fatigue, shrinkage control and ductility in all grade concretes;   USER'S GUIDANCE Dosage: depend on the application and minimum dosage is 120kg/ ...
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Basic Theory of Steel Fiber Reinforced Concrete

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  Steel fiber in concrete mainly restricts the expansion of concrete cracks, so that its tensile, flexural and shear strength are significantly improved compared with ordinary concrete. Its impact resistance, fatigue resistance, post-cracking toughness and durability are also greatly improved. It can make the concrete that was originally a brittle material into a composite material with certain plastic properties.   Ⅰ . The fiber spacing theory of metal fiber concrete   The fiber spacing theory, also known as the fiber crack resistance theory, was proposed by J.P.Romualdi and J.B.Batson in 1963. According to the theory of linear elastic fracture mechanics, the theory explains the restraint effect of fibers on the occurrence and development of cracks. It is believed that in order to increase the tensile strength of concrete, a brittle material with internal defects, it is necessary to reduce the size of internal defects as much as possible and improve toughness. Reduce the...
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