Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated aluminum alloy pipe concrete combined member joint and construction method thereof
The assembly type aluminum alloy pipe concrete combined member joint comprises an upper prefabricated column, a lower prefabricated column, a middle connecting sleeve, an embedded part, a perforated inner partition plate, a left steel hinge, a right steel hinge, a left prefabricated beam, a right prefabricated beam, a left connecting sleeve and a right connecting sleeve. A perforated inner partition plate is arranged in the middle of the middle connecting sleeve, the upper prefabricated column is arranged on the top face of the perforated inner partition plate, the lower prefabricated column is arranged on the bottom face of the perforated inner partition plate, and concrete pouring is conducted on the upper prefabricated column and the lower prefabricated column together through reserved holes in the perforated inner partition plate. The left precast beam is installed in the left connecting sleeve, and the right precast beam is installed in the right connecting sleeve. The left connecting sleeve and the right connecting sleeve are connected with the middle connecting sleeve through the left steel hinge and the right steel hinge. And concrete is poured in the node area. The joint connecting structure is reliable, and the problem that aluminum alloy pipe concrete cannot be welded is effectively solved. In addition, the construction method improves the construction efficiency and ensures the construction quality.
本发明的装配式铝合金管混凝土组合构件节点，包括上预制柱、下预制柱、中连接套筒、预埋件、开孔内隔板、左钢制铰、右钢制铰、左预制梁、右预制梁、左连接套筒和右连接套筒。中连接套筒筒中位置设置开孔内隔板，上预制柱设置在开孔内隔板顶面，下预制柱设置在开孔内隔板底面，通过开孔内隔板上的预留孔洞，上预制柱与下预制柱一同进行混凝土的浇筑。左预制梁安装于左连接套筒内，右预制梁安装于右侧连接套筒内。通过左钢制铰和右钢制铰，左连接套筒与右连接套筒与中间连接套筒连接。在节点区域浇筑混凝土。本发明的节点连接结构可靠，有效解决了铝合金管混凝土无法焊接的问题。此外，所述施工方法提高了施工效率并确保了施工质量。
Fabricated aluminum alloy pipe concrete combined member joint and construction method thereof
The assembly type aluminum alloy pipe concrete combined member joint comprises an upper prefabricated column, a lower prefabricated column, a middle connecting sleeve, an embedded part, a perforated inner partition plate, a left steel hinge, a right steel hinge, a left prefabricated beam, a right prefabricated beam, a left connecting sleeve and a right connecting sleeve. A perforated inner partition plate is arranged in the middle of the middle connecting sleeve, the upper prefabricated column is arranged on the top face of the perforated inner partition plate, the lower prefabricated column is arranged on the bottom face of the perforated inner partition plate, and concrete pouring is conducted on the upper prefabricated column and the lower prefabricated column together through reserved holes in the perforated inner partition plate. The left precast beam is installed in the left connecting sleeve, and the right precast beam is installed in the right connecting sleeve. The left connecting sleeve and the right connecting sleeve are connected with the middle connecting sleeve through the left steel hinge and the right steel hinge. And concrete is poured in the node area. The joint connecting structure is reliable, and the problem that aluminum alloy pipe concrete cannot be welded is effectively solved. In addition, the construction method improves the construction efficiency and ensures the construction quality.
本发明的装配式铝合金管混凝土组合构件节点，包括上预制柱、下预制柱、中连接套筒、预埋件、开孔内隔板、左钢制铰、右钢制铰、左预制梁、右预制梁、左连接套筒和右连接套筒。中连接套筒筒中位置设置开孔内隔板，上预制柱设置在开孔内隔板顶面，下预制柱设置在开孔内隔板底面，通过开孔内隔板上的预留孔洞，上预制柱与下预制柱一同进行混凝土的浇筑。左预制梁安装于左连接套筒内，右预制梁安装于右侧连接套筒内。通过左钢制铰和右钢制铰，左连接套筒与右连接套筒与中间连接套筒连接。在节点区域浇筑混凝土。本发明的节点连接结构可靠，有效解决了铝合金管混凝土无法焊接的问题。此外，所述施工方法提高了施工效率并确保了施工质量。
Fabricated aluminum alloy pipe concrete combined member joint and construction method thereof
一种装配式铝合金管混凝土组合构件节点及其施工方法
LI BING (Autor:in) / LI SONGLIN (Autor:in) / ZHANG ZHENGTAO (Autor:in) / ZHOU BO (Autor:in) / YAN XU (Autor:in) / CHEN ZHENZHEN (Autor:in) / ZHANG DINGJIAN (Autor:in) / CHAI YUAN (Autor:in)
07.06.2024
Patent
Elektronische Ressource
Chinesisch
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