| 摘要 |
The present invention relates to a reinforced concrete wall wherein triangular steel reinforcements formed by steel reinforcements are assembled by a rectangular shape capable of being autonomously stood in advance are arranged for shear reinforcement and to a desirable constructing method thereof. The reinforced concrete wall according to the present invention includes the multiple triangular steel reinforcements arranged in a row in the longitudinal direction of the wall; outer horizontal steel reinforcements arranged to be wound around the multiple steel reinforcements, which are arranged in a row in the longitudinal direction of the wall, in a horizontal direction at the same time; and concrete poured to bury the triangular steel reinforcements and the outer horizontal steel reinforcements. The triangular steel reinforcement includes: two or three first main steel reinforcements arranged in a row to be positioned in a continuous line in an axial direction; a second main steel reinforcement arranged to be parallel to the first steel reinforcements; and reinforcing horizontal steel reinforcements arranged to connect the first and second main steel reinforcements horizontally by a triangular shape. The triangular steel reinforcements are arranged to be parallel in order to place the first and second main steel reinforcements by turns by changing a direction in the longitudinal direction of the wall. |
