Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel bar binding method of stand beam and column intersection joint
The invention relates to a steel bar binding method of a stand beam and column intersection joint. A stand comprises a vertical column, a horizontal radial beam intersected with the vertical column, and an oblique beam which is oblique and is intersected with the vertical column and the radial beam. The method includes the steps that a vertical column main rib is bound, a column stirrup hoops theouter side of the column main rib, and a column stirrup is not bound at the beam and column intersection joint to form a first rear binding area; an upper steel bar layer obliquely arranged on the oblique beam is bound; a main rib of the radial beam is bound, a radial beam stirrup hoops the outer side of the main rib of the radial beam, and a radial beam stirrup is not arranged at the position, close to the first rear binding area, of the main rib of the radial beam to form a second rear binding area; a lower steel bar layer of the oblique beam is bound to penetrate through the first rear binding area; in the first rear binding area, a pair of first half-ring hoops are clamped on the two sides of the column main rib and are fixed to form a closed shape to hoop the column main rib; and in the second rear binding area, a pair of second half-ring hoops are clamped on the main rib of the radial beam and the lower steel bar layer respectively and fixed to form a closed shape to achieve pulling and hooping.
本发明涉及一种看台梁柱相交节点的钢筋绑扎方法，看台包括立柱，水平且和立柱相交的径向梁，斜向且与立柱和径向梁相交的斜梁，方法包括：绑扎竖向设置的柱主筋，在柱主筋的外侧箍设柱箍筋，并于梁柱相交节点处不绑扎柱箍筋以形成第一后绑扎区；绑扎斜梁的斜向设置的上钢筋层；绑扎径向梁的主筋，在径向梁的主筋的外侧箍设径向梁箍筋，并于径向梁的主筋上靠近第一后绑扎区的位置不绑扎径向梁箍筋以形成第二后绑扎区；绑扎斜梁的下钢筋层穿过第一后绑扎区；在第一后绑扎区将一对第一半环卡箍卡设于柱主筋两侧且固定成闭合状箍设于柱主筋；在第二后绑扎区将一对第二半环卡箍分别卡设于径向梁主筋和下钢筋层且固定成闭合状实现拉结箍设。
Steel bar binding method of stand beam and column intersection joint
The invention relates to a steel bar binding method of a stand beam and column intersection joint. A stand comprises a vertical column, a horizontal radial beam intersected with the vertical column, and an oblique beam which is oblique and is intersected with the vertical column and the radial beam. The method includes the steps that a vertical column main rib is bound, a column stirrup hoops theouter side of the column main rib, and a column stirrup is not bound at the beam and column intersection joint to form a first rear binding area; an upper steel bar layer obliquely arranged on the oblique beam is bound; a main rib of the radial beam is bound, a radial beam stirrup hoops the outer side of the main rib of the radial beam, and a radial beam stirrup is not arranged at the position, close to the first rear binding area, of the main rib of the radial beam to form a second rear binding area; a lower steel bar layer of the oblique beam is bound to penetrate through the first rear binding area; in the first rear binding area, a pair of first half-ring hoops are clamped on the two sides of the column main rib and are fixed to form a closed shape to hoop the column main rib; and in the second rear binding area, a pair of second half-ring hoops are clamped on the main rib of the radial beam and the lower steel bar layer respectively and fixed to form a closed shape to achieve pulling and hooping.
本发明涉及一种看台梁柱相交节点的钢筋绑扎方法，看台包括立柱，水平且和立柱相交的径向梁，斜向且与立柱和径向梁相交的斜梁，方法包括：绑扎竖向设置的柱主筋，在柱主筋的外侧箍设柱箍筋，并于梁柱相交节点处不绑扎柱箍筋以形成第一后绑扎区；绑扎斜梁的斜向设置的上钢筋层；绑扎径向梁的主筋，在径向梁的主筋的外侧箍设径向梁箍筋，并于径向梁的主筋上靠近第一后绑扎区的位置不绑扎径向梁箍筋以形成第二后绑扎区；绑扎斜梁的下钢筋层穿过第一后绑扎区；在第一后绑扎区将一对第一半环卡箍卡设于柱主筋两侧且固定成闭合状箍设于柱主筋；在第二后绑扎区将一对第二半环卡箍分别卡设于径向梁主筋和下钢筋层且固定成闭合状实现拉结箍设。
Steel bar binding method of stand beam and column intersection joint
看台梁柱相交节点的钢筋绑扎方法
XU LU (Autor:in) / LIU HUOMING (Autor:in) / JIANG FENG (Autor:in) / ZUO TINGZHONG (Autor:in) / MA HUI (Autor:in)
05.06.2020
Patent
Elektronische Ressource
Chinesisch
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