Advantage:
1. Eliminate rebar hooks, saving space and size. No need to make 90° or 135° hooks anymore. The anchor plate alone can meet the anchoring length requirement, greatly releasing the node space.
2. Spacing between rebars is more sparse and easier to pour concrete. Without the hooks clustering, the concrete is easier to be compacted, resulting in fewer honeycombs and voids, and higher engineering quality.
3. Extremely fast construction. Just screw it on. No need to bend the rebar or bind the elbow, significantly increasing the construction efficiency compared to traditional anchoring.
4. More reasonable force distribution and better seismic performance. The anchor plate evenly bears the pressure, avoiding stress concentration at the elbow. It is highly suitable for high-intensity seismic zones.
5. Solves the problem of "too dense rebars to accommodate hooks". For beam-column nodes, core areas, and edge components of shear walls, the anchor plate is the best solution.

Application Scenarios and Positions

1. In the core area of beam-column joints (the most common), the main beam reinforcement bars are anchored at the end without hooks, providing ample space.
2. In shear wall hidden columns and end columns where the steel bars are densely packed and hooks cannot be placed, anchor plates offer a perfect solution.
3. In foundation slabs, pile caps, and elevator pits, where the steel bars are thick and the anchorage length is tight.
4. In prefabricated buildings, for PC components such as prefabricated columns, walls, and beams, the end anchorage of the steel bars is required.
5. In civil air defense projects and high-seismic structures where the force requirements are high and the disorder of hooks is not allowed. Bridge cap beams, box girders, and pier columns.
6. In areas where the steel bars are too dense to allow for the construction of hooks, and wherever hooks affect pouring and placement, it is used.

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