Structural requirements for embedded parts

Embedded parts are composed of anchor plates and straight anchor bars or anchor plates, straight anchor bars and bent anchor bars. They are composed of anchor plates and straight anchor bars. The anchor plates, straight anchor bars and bent anchor bars are composed of anchor bars for stressed embedded parts. Hot-rolled steel bars should be used and cold-worked steel bars are strictly prohibited.
The stressed straight anchor bars of embedded parts should not be less than roots and should not be more than layers, and their diameter should not be less than nor greater than. The straight anchor bars of shear embedded parts can be made of roots.
The anchor bars of embedded parts should be located inside the outer main bars of the component.
The anchor plate of the stressed embedded parts should be made of grade steel plate. The thickness of the anchor plate should be greater than the diameter of the anchor bar. The thickness of the anchor plate of the tensile and bending embedded parts should still be greater than //.
For tensile and bending embedded components, the spacing between anchor bars
and the distance from the anchor plate to the edge of the component
should not be less than and.
The anchoring length of tensioned straight anchor bars and bent anchor bars should not be less than the anchoring length of tension steel bars
And should not be less than the anchoring length of shear and compression straight anchor bars.
The angle between the bent anchor bar and the steel plate is generally not less than and not greater than.
For embedded parts considering seismic effects, the cross-sectional area of anchor bars should be larger than the calculated value and the thickness of the anchor plate should be adjusted accordingly. A closed stirrup with a diameter not smaller than the anchor plate should be installed close to the anchor plate.
The straight anchor bars of the embedded parts at the top of hinged row frames should be the root diameter for the first-level seismic resistance grade and the root diameter for the second-level seismic resistance grade.
Shanghai Ruiling Construction Engineering Co., Ltd. has been providing professional services for 20 years, specializing in the processing and production of embedded parts of various steel sections, steel structures, and steel components. Your satisfaction is our pride.
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