Steel Reinforcing Mesh

HRB500E steel reinforcing mesh offers 500MPa tensile strength with high ductility for concrete reinforcement. Available in square and rectangular configurations with wire diameters from 4.75mm to 11.90mm. Ideal for pavements, driveways, industrial slabs, and seismic-resistant structures. Features weldability, bendability, and SGS certification for quality assurance.

HRB500E steel reinforcing mesh offers 500MPa tensile strength with high ductility for seismic-resistant concrete structures. Available in square, rectangular, and trench configurations with wire diameters from 4.75mm to 11.90mm. Ideal for residential slabs, industrial floors, and precast panels. SGS certified with weldable, bendable, and galvanizable properties for diverse construction applications.

HRB500E micro-alloy steel reinforcing mesh with 500MPa tensile strength for concrete construction applications. Features high ductility, seismic compliance, weldability, and SGS certification. Available in square and rectangular configurations with wire diameters from 4.75mm to 11.90mm for residential, commercial, and industrial projects.

HRB500E steel reinforcing mesh offers 500MPa tensile strength with high ductility for seismic-resistant concrete structures. Available in square and rectangular configurations with wire diameters from 4.75mm to 11.9mm. Certified by SGS for quality assurance, suitable for industrial slabs, residential footings, and precast panels. Micro-alloyed with vanadium for superior weldability and corrosion resistance.

8mm Diameter 520 Tons Deformed HRB500E Steel Reinforcing Mesh Exported to Oceania Deformed HRB 500E, is a micro-alloy, hot-rolled, continuously threaded reinforcing bar which can be cut at any length.High tensile, high ductility plain carbon steel for the reinforcing of concrete available as plain and deformed bars. This steel meets the demanding requirements of the seismic structural design methods.This reinforcing derives its superior strength and ductility by micro

New Zealand Standard Aseismatic 500E Steel Reinforcing Mesh Concrete Floor HRB500E Steel Reinforcing Mesh is micro-alloy, hot-rolled, continuously threaded reinforcing mesh which can be cut at any length.High tensile, high ductility plain carbon steel for the reinforcing of concrete available as deformed mesh. This steel meets the demanding requirements of the seismic structural design methods.This reinforcing derives its superior strength and ductility by micro alloying the

High Tensile Low Relaxation Post Tentioning Strand System 6' Prestressed Concrete Steel Strand Unbonded means that after the prestressed steel strand is prestressed, there is no adhesion between the prestressed steel strand and its reserved tunnel in the concrete member, and it can slide, and the prestress is transmitted by the anchors at both ends. The most commonly used steel strands are galvanized steel strands and prestressed steel strands. Commonly used prestressed steel

Post-Tensioned Anchor System Tool Strand Stressing End Slab Post Tension Anchorage And Wedge For Building Construction Specification of 15-1-27 Anchorage Model Anchor Head Casting Corrugated Pipe Spiral Reinforcement Tensioning Jack φA*B φC*D Inner φ E φD*φE*H Coils (N) M15-1 φ45*44 80×80×δ14 Φ45 Φ90×Φ6.5×30 4 YDCQ250(YCQ25Q) M15-2 φ83*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-3 φ87*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-4 φ95*46 Φ145×120 Φ50 Φ140×Φ8×50

Post Tensionin Prestressed Concrete Bridge Construction Material 2.5% Ralaxation Prestressed Concrete Steel Strand 15.7 Unbonded means that after the prestressed steel strand is prestressed, there is no adhesion between the prestressed steel strand and its reserved tunnel in the concrete member, and it can slide, and the prestress is transmitted by the anchors at both ends. The most commonly used steel strands are galvanized steel strands and prestressed steel strands.

High Quality Post Tension Corrosion Resistant 15.7mm Round Anchor For Prestressed Concrete Bridge Specification of 15-1-27 Anchorage Model Anchor Head Casting Corrugated Pipe Spiral Reinforcement Tensioning Jack φA*B φC*D Inner φ E φD*φE*H Coils (N) M15-1 φ45*44 80×80×δ14 Φ45 Φ90×Φ6.5×30 4 YDCQ250(YCQ25Q) M15-2 φ83*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-3 φ87*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-4 φ95*46 Φ145×120 Φ50 Φ140×Φ8×50 4 YDC1000(YCQ100Q)

High Tensile Low Ralaxation Anti Salt Spray Corrosion Bridge Material Epoxy Coated PC Strand Unbonded means that after the prestressed steel strand is prestressed, there is no adhesion between the prestressed steel strand and its reserved tunnel in the concrete member, and it can slide, and the prestress is transmitted by the anchors at both ends. The most commonly used steel strands are galvanized steel strands and prestressed steel strands. Commonly used prestressed steel

Tensile Strength and Elongation ASTM A416 High Strength Low Relaxation Epoxy Resined 1*7 Steel Strand Unbonded means that after the prestressed steel strand is prestressed, there is no adhesion between the prestressed steel strand and its reserved tunnel in the concrete member, and it can slide, and the prestress is transmitted by the anchors at both ends. The most commonly used steel strands are galvanized steel strands and prestressed steel strands. Commonly used prestresse

Zinc Coated Post Tentioning Flat Anchor Head Fixed End Anchorage Assembly 15.2mm Prestressed Concrete Bridge Specification of 15-1-5 Flat Anchorage Model B15-2 B15-3 B15-4 B15-5 Flat Bearing Plate A 147 180 220 256 B 70 70 70 70 C 100 130 160 185 Flat Anchor Head D 80 113(115) 146(150) 180(185) E 45 (48) 45 (48) 45 (48) 45 (48) F 50 50 50 50 Inner Dia. of Corrugated Pipe Length a 50 60 70 90 Width b 19 19 19 19 Flat Spiral Reinforcement d 140 180 220 260 e 70 70 70 70 j 50 50

Steel Round Anchor Head Prestressed Concrete Building Material 0.6' Prestressed Concrete Bridge Specification of 15-1-27 Anchorage Model Anchor Head Casting Corrugated Pipe Spiral Reinforcement Tensioning Jack φA*B φC*D Inner φ E φD*φE*H Coils (N) M15-1 φ45*44 80×80×δ14 Φ45 Φ90×Φ6.5×30 4 YDCQ250(YCQ25Q) M15-2 φ83*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-3 φ87*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-4 φ95*46 Φ145×120 Φ50 Φ140×Φ8×50 4 YDC1000(YCQ100Q) M15

Post Tension 1x7 15.2mm 0.5' PE Coated Steel Strand with Grease Unbonded 0.6' PC Strand Bridge Construction Equipment Unbonded means that after the prestressed steel strand is prestressed, there is no adhesion between the prestressed steel strand and its reserved tunnel in the concrete member, and it can slide, and the prestress is transmitted by the anchors at both ends. The most commonly used steel strands are galvanized steel strands and prestressed steel strands. Commonly

Anchorage Cable Anchor Prestressed Anchorage Bridge Anchorage System prefabricated steel truss pedestrian bridge Specification of 15-1-27 Anchorage Model Anchor Head Casting Corrugated Pipe Spiral Reinforcement Tensioning Jack φA*B φC*D Inner φ E φD*φE*H Coils (N) M15-1 φ45*44 80×80×δ14 Φ45 Φ90×Φ6.5×30 4 YDCQ250(YCQ25Q) M15-2 φ83*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-3 φ87*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-4 φ95*46 Φ145×120 Φ50 Φ140×Φ8×50 4

Bridge Material Post Tentioning 3-piece Anchor Head Grip Clip Prestressing Concrete Anchorage 0.6' Wedge Barral Specification of 15-1-27 Anchorage Model Anchor Head Casting Corrugated Pipe Spiral Reinforcement Tensioning Jack φA*B φC*D Inner φ E φD*φE*H Coils (N) M15-1 φ45*44 80×80×δ14 Φ45 Φ90×Φ6.5×30 4 YDCQ250(YCQ25Q) M15-2 φ83*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-3 φ87*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-4 φ95*46 Φ145×120 Φ50 Φ140×Φ8×50 4

High Rise Building 1x7 15.2mm PE Coated Steel Strand with Grease Unbonded PC Strand Description of Unbonded PC Strand Unbonded means that after the prestressed steel strand is prestressed, there is no adhesion between the prestressed steel strand and its reserved tunnel in the concrete member, and it can slide, and the prestress is transmitted by the anchors at both ends. The most commonly used steel strands are galvanized steel strands and prestressed steel strands. Commonly

Railway Bridge Geotechnical Engineering Zinc Coated Prestressted Anchorage Specification of 15-1-27 Anchorage Model Anchor Head Casting Corrugated Pipe Spiral Reinforcement Tensioning Jack φA*B φC*D Inner φ E φD*φE*H Coils (N) M15-1 φ45*44 80×80×δ14 Φ45 Φ90×Φ6.5×30 4 YDCQ250(YCQ25Q) M15-2 φ83*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-3 φ87*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-4 φ95*46 Φ145×120 Φ50 Φ140×Φ8×50 4 YDC1000(YCQ100Q) M15-5 φ105*46 Φ160×130

Prestressted Concrete Anchorage Bridge Construction Material Post tensioning Building Material​ Specification of 15-1-27 Anchorage Model Anchor Head Casting Corrugated Pipe Spiral Reinforcement Tensioning Jack φA*B φC*D Inner φ E φD*φE*H Coils (N) M15-1 φ45*44 80×80×δ14 Φ45 Φ90×Φ6.5×30 4 YDCQ250(YCQ25Q) M15-2 φ83*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-3 φ87*46 Φ130×110 Φ50 Φ130×Φ6.5×40 4 YDC1000(YCQ100Q) M15-4 φ95*46 Φ145×120 Φ50 Φ140×Φ8×50 4 YDC1000(YCQ100Q) M15