High Quality Building Binding Wire 0.80mm
| Product Name | Binding Wire | Surface | Electro galvanized or black annealed |
| Brand | MJH | Tensile strenth | 350-550Mpa |
| Diameter | 0.80mm | Package | 25-50kg per coil or by spool |
| Tolerence | +/-0.01mm | Place of origin | Mainland China |
High Quality Building Binding Wire features.
1. Complete product specifications and various materials.
2. High dimensional accuracy, up to ±0.01mm.
3. Excellent surface quality, good brightness.
4. Strong corrosion resistance, high tensile strength.
5. Stable chemical composition, pure steel, low inclusions.
6. Good packaging and favorable price.
7. Can be customized for non-standard.
| Specification | Complete | Surface treatment | Bright line |
| Whether customizable | Yes | Surface | Glossy, matte |
| Cross-sectional shape | Round | Structure | Single |
| Application range | Steel tying, household appliances, metal products, automotive, rail transportation, construction decoration | Features | High hardness, high load-bearing capacity |
Binding wire for reinforcement tying method.
1. beam column (wall) rebar placement order, when the beam and column or wall side level, beam that side of the main reinforcement placed within the column or wall vertical longitudinal reinforcement.
2. Frame structure, primary and secondary beam reinforcement placement order. In frame structure, the upper and lower reinforcement of secondary beam is placed above the upper and lower reinforcement of main beam, and the upper and lower reinforcement of frame connecting beam is placed above the upper and lower reinforcement of main frame beam.
3. The order of placing the main and secondary beam reinforcement of the foundation reinforcement. Foundation reinforcement, secondary beam upper main reinforcement is placed under the main beam upper main reinforcement, slab reinforcement upper reinforcement is placed under the foundation beam upper main reinforcement.
4. Bottom plate (top plate) rebar placement order. When the two directions of reinforcement cross, the base slab and floor short span direction upper reinforcement should be placed above the long span direction main reinforcement, short span direction lower reinforcement placed under the long span direction main reinforcement.
5. Three points tying within the lap. Each reinforcement in the lap length must be tied with three points. Tie the lap reinforcement with double wire at 30mm from both ends, tie one in the middle, and over three vertical bars.
6. Pass three bars within the lap. The wall vertical reinforcement lap range must ensure that there are three horizontal bars passing through, and the wall horizontal reinforcement lap range must ensure that there are three vertical bars passing through.
7. Staggered lap of horizontal reinforcement of shear wall. Wall horizontal reinforcement lap joints staggered spacing should be ≥ 500mm, the same member of adjacent longitudinal reinforcement tied lap joints should be staggered by 50%.
8. Shear wall vertical tendon joints staggered. Shear wall in the same row of two adjacent vertical tendon joints should be staggered, different rows of two adjacent vertical tendon joints should also be staggered. Note that the length of the lap joint should meet 1.2laE in addition to the lap joint, and should also meet the lap range through the three horizontal bars.
9. Hoop reinforcement installation. The main reinforcement must be in close contact at the hoop bend. The lap part shall be made with double main reinforcement hoops, and the hoop bend hooks shall hook all the two main reinforcement bars.
10. Positioning hoop frame. Positioning hoop frame is set at the top of the frame column template to control the displacement of the reinforcement, and the positioning hoop is divided into two types: internal control type and external control type.
Precautions.
The method is different for different parts.
