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Connecting joint of concrete beam and steel column
The invention relates to the field of building construction, and particularly discloses a concrete beam and steel column connecting joint which comprises a beam body, a steel column and a connecting bracket for connecting the beam body and the steel column, and the connecting bracket comprises a web plate, an upper flange plate, a lower flange plate, a plurality of first steel bars and a plurality of second steel bars; the ends, away from the first connecting section steel bars, of the first steel bars are fixedly connected with the upper flange plate or the lower flange plate, the ends, away from the second connecting section steel bars, of the second steel bars are fixedly connected with the upper flange plate or the lower flange plate, and the ends, close to the steel column, of the first steel bars and the second steel bars are staggered. According to the scheme, the ends, close to the steel column, of the first reinforcing steel bars and the second reinforcing steel bars are arranged in the staggered mode, when the first reinforcing steel bars and the second reinforcing steel bars are installed, the welding points of the first reinforcing steel bars and the upper flange plate or the lower flange plate and the welding points of the second reinforcing steel bars and the upper flange plate or the lower flange plate are also arranged in the staggered mode, and the welding difficulty can be reduced; and the welding efficiency can be improved.
本发明涉及建筑施工领域,具体公开了一种混凝土梁与钢柱的连接节点,包括梁体、钢柱以及连接梁体和钢柱的连接牛腿,连接牛腿包括腹板、上翼缘板、下翼缘板、若干第一钢筋和若干第二钢筋;第一钢筋远离第一连接段钢筋的一端与上翼缘板或下翼缘板固定连接,第二钢筋远离第二连接段钢筋的一端与上翼缘板或下翼缘板固定连接,第一钢筋和第二钢筋靠近钢柱的一端错位设置。本方案由于第一钢筋和第二钢筋靠近钢柱的一端错位设置,在进行第一钢筋和第二钢筋的安装时,第一钢筋与上翼缘板或下翼缘板的焊接点以及第二钢筋与上翼缘板或下翼缘板的焊接点也呈错位设置状态,能够降低焊接的难度,且能够提升焊接效率。
Connecting joint of concrete beam and steel column
The invention relates to the field of building construction, and particularly discloses a concrete beam and steel column connecting joint which comprises a beam body, a steel column and a connecting bracket for connecting the beam body and the steel column, and the connecting bracket comprises a web plate, an upper flange plate, a lower flange plate, a plurality of first steel bars and a plurality of second steel bars; the ends, away from the first connecting section steel bars, of the first steel bars are fixedly connected with the upper flange plate or the lower flange plate, the ends, away from the second connecting section steel bars, of the second steel bars are fixedly connected with the upper flange plate or the lower flange plate, and the ends, close to the steel column, of the first steel bars and the second steel bars are staggered. According to the scheme, the ends, close to the steel column, of the first reinforcing steel bars and the second reinforcing steel bars are arranged in the staggered mode, when the first reinforcing steel bars and the second reinforcing steel bars are installed, the welding points of the first reinforcing steel bars and the upper flange plate or the lower flange plate and the welding points of the second reinforcing steel bars and the upper flange plate or the lower flange plate are also arranged in the staggered mode, and the welding difficulty can be reduced; and the welding efficiency can be improved.
本发明涉及建筑施工领域,具体公开了一种混凝土梁与钢柱的连接节点,包括梁体、钢柱以及连接梁体和钢柱的连接牛腿,连接牛腿包括腹板、上翼缘板、下翼缘板、若干第一钢筋和若干第二钢筋;第一钢筋远离第一连接段钢筋的一端与上翼缘板或下翼缘板固定连接,第二钢筋远离第二连接段钢筋的一端与上翼缘板或下翼缘板固定连接,第一钢筋和第二钢筋靠近钢柱的一端错位设置。本方案由于第一钢筋和第二钢筋靠近钢柱的一端错位设置,在进行第一钢筋和第二钢筋的安装时,第一钢筋与上翼缘板或下翼缘板的焊接点以及第二钢筋与上翼缘板或下翼缘板的焊接点也呈错位设置状态,能够降低焊接的难度,且能够提升焊接效率。
Connecting joint of concrete beam and steel column
一种混凝土梁与钢柱的连接节点
LIN ZHI (Autor:in) / LIU CHUN-CHIH (Autor:in) / CUI HAO (Autor:in) / GENG DEBAO (Autor:in) / JIANG BO (Autor:in) / LI FENG (Autor:in) / XU CHUAN (Autor:in) / ZHANG LEIYI (Autor:in) / TANG BENYAO (Autor:in) / ZHU ZHIXI (Autor:in)
09.09.2022
Patent
Elektronische Ressource
Chinesisch
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