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Leave a message1、Core characteristics of high-strength steel
Material grade and mechanical properties
Steel grade | Yield strength (MPa) | Tensile strength (MPa) | Elongation rate (%) | Standards |
Q460D | ≥460 | 570-720 | ≥17 | GB/T 1591-2018 |
Q690E | ≥690 | 770-940 | ≥14 | EN 10025-6:2019 |
ASTM A913 | ≥485 (70级) | ≥620 | ≥18 | ASTM A913/A913M |
S690QL | ≥690 | 770-930 | ≥14 | EN 10025-6:2019 |
Characteristic highlights:
Lightweight: Under the same bearing capacity, the cross-section of Q690E component is reduced by 30% compared to Q355B, and the self weight of the structure is reduced by 25%;
Low temperature toughness: -40 ℃ impact energy ≥ 47J (Q460D), suitable for engineering in high-altitude regions;
Weldability: Carbon equivalent Ceq ≤ 0.45% (Q690E), matched with low hydrogen welding materials (such as E11018-G) to avoid cold cracking.
Special functional steel
Refractory steel (Q460FR):
The yield strength retention rate at high temperature of 600 ℃ is ≥ 67%, and the fire resistance limit is increased to 2.5 hours;
Applied to the core tube and escape route of super high-rise buildings.
Weathering steel (Q460NH):
Containing Cu, Cr, Ni alloy elements, with an outdoor coating free lifespan of ≥ 50 years;
The stable rate of rust layer is ≤ 0.002mm/year (ISO 9223 standard).
2、 Core Product System
Heavy load-bearing components
Box shaped column:
Specification: 600 × 600 × 30mm~2000 × 2000 × 50mm (Q460D material);
Internally filled with C50-C60 self compacting concrete, with an axial compressive bearing capacity of ≥ 50000kN.
Truss chord:
Adopting seamless steel pipe (Q690E) with a diameter of 219 × 20mm and a single tensile bearing capacity of ≥ 18000kN;
Applied to the main span of cross sea bridges (such as 300m+span).
High strength connection system
12.9 grade high-strength bolt:
Pre tension deviation ≤ ± 5%, anti slip coefficient ≥ 0.55 (sandblasted surface);
The matching torque method construction has a final torque error of ≤± 3%.
Pin axis hinge node:
Φ 200~Φ 500mm alloy steel pin shaft (40CrNiMoA), surface hardness HRC50-55;
Rotating capacity ≥ 0.03rad, used for seismic bearings of large-span bridges.
Composite structural products
Steel reinforced concrete column (CFST):
Outer tube: Q460D, Φ 800 × 25mm;
Internal filling: C80 ultra-high performance concrete (UHPC), axial compressive strength ≥ 150MPa.
Steel carbon fiber composite beam:
The bottom flange is pasted with T700 carbon fiber cloth (tensile strength 4900MPa), which increases the bending capacity by 35%.
3、 Technological advantages and innovative processes
Precision Manufacturing Technology
Laser arc hybrid welding:
20mm thick plate single pass welding, efficiency increased by 40%, heat affected zone hardness ≤ 350HV;
CNC cold bending forming:
The bending radius accuracy is ± 0.5mm, suitable for irregular cross-sections (such as fish belly beams).
Intelligent anti-corrosion system
Nano ceramic coating:
Thickness 80-120 μ m, salt spray resistance ≥ 8000 hours (ISO 9227);
Adhesion ≥ 15MPa (grid test).
Cathodic protection system:
Sacrificial anode (zinc alloy) with a design life of 30 years and a potential difference of -1.05~-1.10V/CSE.
Seismic energy dissipation technology
Buckling restrained support (BRB):
Core board: LY160 low yield steel (yield strength 160MPa), energy dissipation capacity ≥ 400kJ;
Design displacement ± 50mm, fatigue life ≥ 50 cycles.
Self resetting node:
Built in SMA shape memory alloy wire, residual deformation ≤ 0.2% (automatic reset after earthquake).
4、 Typical application scenarios
Super high-rise buildings
Case: Core tube of a 400m skyscraper
Plan:
Steel plate shear wall: Q460D, Thickness 35mm, welding residual stress ≤ 15% σ y;
Node area: Adopting fan-shaped hole weakening (RBS) design, plastic rotation angle ≥ 0.04rad.
Effect: Compared to traditional structures, it reduces its own weight by 18% and saves 20 million yuan in basic costs.
Long span bridge
Case: A suspension bridge spanning a canyon
Plan:
Main cable anchoring structure: Q690E cast steel component, with a single weight of 85t;
Orthogonal anisotropic steel bridge deck: U-rib laser welding, fatigue life ≥ 2 million times (EN 1993-2).
Energy Infrastructure
Case: Offshore wind duct support
Plan:
Main leg tube: S690QL, Φ 2500 × 45mm, resistant to S-N curve (DNVGL standard);
Anti corrosion: Hot spray aluminum+epoxy sealing paint, designed for a lifespan of 35 years.
Mobile number: 13848510731
Landline number: 0471-6490861
Address: Inside the courtyard of the Outer Transport Company, diagonally opposite the government of Haoqinying Town, Xincheng District, Hohhot City, Inner Mongolia (National Highway 110)
Inner Mongolia Shenghua Steel Structure Engineering Co., Ltd
Contact: Manager Gao 13848510731 13848517732
Landline number: 0471-6490861
Address: 800 meters from Jinhe Expressway exit, Jinqiao
Development Zone, Hohhot, Inner Mongolia
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