What is the plum blossom arrangement of shear wall lacing?

Example 03g10/-1Page 19: A wall with 250 horizontal bars, 250 vertical bars and 500 tie bars. This is an example of pulling one by one

The binding rules of tie bars are: the first horizontal steel bar is bound 1, 3, 5, 7, 9, the second horizontal steel bar is bound 2, 4, 6, 8, and the third horizontal steel bar is bound 1, 3, 5, 7, 9, with a distance of 500, which is tearing.

(The number of tensile steel bars is about 1/2 of the intersection point of horizontally distributed steel bars and vertically distributed steel bars. If further research is needed, the distance between the above-mentioned tie rods in the horizontal and vertical directions is 500, while in the diagonal direction of the tie rods, the distance between adjacent tie rods is about 1.4 * 250 = 350.

Extended data:

Precautions:

The number of tensile reinforcement in shear wall = the area layout of tensile reinforcement wall ÷ the area of tensile reinforcement software defaults to 1, which can be modified in calculation settings.

According to the design requirements of building structure and the mechanical characteristics of shear wall, the reinforcement of shear wall adopts double-layer bidirectional design. In order to ensure that the designed steel bars are in the best position, it is necessary to add 1 minute per Mi Yue to the double steel bars.

The rebar used in this type of drawing is called shear wall drawing. Shear wall reinforcement is divided into two-way reinforcement and two-way reinforcement.