Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Arc-shaped steel reinforced concrete beam constructional bar connecting joint and construction method thereof
The invention discloses an arc-shaped steel reinforced concrete beam constructional bar connection joint and a construction method thereof, the arc-shaped steel reinforced concrete beam constructional bar connection joint comprises an arc-shaped steel structural beam, a plurality of rib lapping plates and a plurality of arc-shaped measure bars, the steel structural beam comprises two flange plates and a web plate, and the two flange plates are connected through the web plate; at least one rib lapping plate is arranged on each of the two sides of the web plate; and the arc-shaped measure bars are fixedly connected to the steel structure beam through the bar lapping pieces. The rib lapping plates are arranged on the two sides of the web, and the arc-shaped measure rib is fixedly connected to the rib lapping plates, so that rib forming holes are prevented from being formed in the arc-shaped steel structure beam, and the arc-shaped steel structure beam can adapt to radian changes of different arc-shaped beams by arranging the rib lapping plates. According to the construction method, the arc-shaped measure bars can be fixedly installed under the condition that openings are avoided, the installation efficiency of the arc-shaped measure bars is improved, the situation that the constructional bars cannot be installed and are unloaded again after constructional bar work is completed is avoided, and material loss is reduced.
本发明公开一种弧形型钢混凝土梁构造筋连接节点及其施工方法，包括弧形钢结构梁、若干个搭筋板和若干个弧形措施筋，钢结构梁包括两个翼缘板和腹板，两个翼缘板通过腹板连接；腹板的两侧均至少设置有一个搭筋板；弧形措施筋通过搭筋件固定连接于钢结构梁。通过在腹板的两侧设置搭筋板，该弧形措施筋固定连接于搭筋板，从而避免在弧形钢结构梁上开设造筋孔，且通过设置搭筋板能够适应不同弧形的梁弧度变化。该施工方法使得弧形措施筋在避免开口的情况下能够进行固定安装，提高弧形措施筋的安装效率，避免构造筋工完成后，构造筋无法安装，重新下料情况，减少材料损耗。
Arc-shaped steel reinforced concrete beam constructional bar connecting joint and construction method thereof
The invention discloses an arc-shaped steel reinforced concrete beam constructional bar connection joint and a construction method thereof, the arc-shaped steel reinforced concrete beam constructional bar connection joint comprises an arc-shaped steel structural beam, a plurality of rib lapping plates and a plurality of arc-shaped measure bars, the steel structural beam comprises two flange plates and a web plate, and the two flange plates are connected through the web plate; at least one rib lapping plate is arranged on each of the two sides of the web plate; and the arc-shaped measure bars are fixedly connected to the steel structure beam through the bar lapping pieces. The rib lapping plates are arranged on the two sides of the web, and the arc-shaped measure rib is fixedly connected to the rib lapping plates, so that rib forming holes are prevented from being formed in the arc-shaped steel structure beam, and the arc-shaped steel structure beam can adapt to radian changes of different arc-shaped beams by arranging the rib lapping plates. According to the construction method, the arc-shaped measure bars can be fixedly installed under the condition that openings are avoided, the installation efficiency of the arc-shaped measure bars is improved, the situation that the constructional bars cannot be installed and are unloaded again after constructional bar work is completed is avoided, and material loss is reduced.
本发明公开一种弧形型钢混凝土梁构造筋连接节点及其施工方法，包括弧形钢结构梁、若干个搭筋板和若干个弧形措施筋，钢结构梁包括两个翼缘板和腹板，两个翼缘板通过腹板连接；腹板的两侧均至少设置有一个搭筋板；弧形措施筋通过搭筋件固定连接于钢结构梁。通过在腹板的两侧设置搭筋板，该弧形措施筋固定连接于搭筋板，从而避免在弧形钢结构梁上开设造筋孔，且通过设置搭筋板能够适应不同弧形的梁弧度变化。该施工方法使得弧形措施筋在避免开口的情况下能够进行固定安装，提高弧形措施筋的安装效率，避免构造筋工完成后，构造筋无法安装，重新下料情况，减少材料损耗。
Arc-shaped steel reinforced concrete beam constructional bar connecting joint and construction method thereof
弧形型钢混凝土梁构造筋连接节点及其施工方法
LI HAO (Autor:in) / YU HAO (Autor:in) / HAO XIAOZU (Autor:in) / XIA YUANZHE (Autor:in) / WU YANXIA (Autor:in) / ZHOU XINYU (Autor:in) / CHENG ZEHAO (Autor:in) / LI XINGLEI (Autor:in)
01.11.2022
Patent
Elektronische Ressource
Chinesisch
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