Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated member partially coated with steel-concrete composite shear wall
The invention discloses a partially coated steel-concrete composite shear wall assembly type component which comprises a web plate, a horizontal stiffening rib, a pair of floor hidden beams, a pair of end columns, pouring holes, vertical steel bars, end column stirrups, end column longitudinal bars and coated concrete, and the web plate, the pair of floor hidden beams and the pair of end columns are all provided with the pouring holes. The horizontal stiffening rib, the pair of floor hidden beams and the pair of end columns are all welded to the web to form a steel rib component, the vertical steel bars, the end column stirrups and the end column longitudinal bars are welded to the steel rib component to form an integral steel rib, and outer wrapped concrete is poured on the two sides of the integral steel rib. According to the partially-coated steel-concrete composite shear wall fabricated member, the technical problem of concrete pouring of a composite member is solved, the production process measures are simplified, the machining and manufacturing difficulty is reduced, and implementation is convenient in actual engineering.
本发明公开了一种部分包覆钢‑混凝土组合剪力墙装配式构件，包括：腹板、水平加劲肋、一对楼层暗梁、一对端柱、浇筑孔、竖向钢筋、端柱箍筋、端柱纵筋、外包混凝土，所述腹板、一对楼层暗梁和一对端柱均设置浇筑孔，所述水平加劲肋、一对楼层暗梁和一对端柱均焊接在所述腹板上，形成钢骨部件，所述竖向钢筋、端柱箍筋和端柱纵筋焊接在所述钢骨部件上形成整体钢骨，所述整体钢骨的两侧浇筑有外包混凝土。本申请的部分包覆钢‑混凝土组合剪力墙装配式构件解决了组合构件混凝土浇筑的技术问题，简化了生产工艺措施，降低了加工制造难度，在实际工程中方便实现。
Fabricated member partially coated with steel-concrete composite shear wall
The invention discloses a partially coated steel-concrete composite shear wall assembly type component which comprises a web plate, a horizontal stiffening rib, a pair of floor hidden beams, a pair of end columns, pouring holes, vertical steel bars, end column stirrups, end column longitudinal bars and coated concrete, and the web plate, the pair of floor hidden beams and the pair of end columns are all provided with the pouring holes. The horizontal stiffening rib, the pair of floor hidden beams and the pair of end columns are all welded to the web to form a steel rib component, the vertical steel bars, the end column stirrups and the end column longitudinal bars are welded to the steel rib component to form an integral steel rib, and outer wrapped concrete is poured on the two sides of the integral steel rib. According to the partially-coated steel-concrete composite shear wall fabricated member, the technical problem of concrete pouring of a composite member is solved, the production process measures are simplified, the machining and manufacturing difficulty is reduced, and implementation is convenient in actual engineering.
本发明公开了一种部分包覆钢‑混凝土组合剪力墙装配式构件，包括：腹板、水平加劲肋、一对楼层暗梁、一对端柱、浇筑孔、竖向钢筋、端柱箍筋、端柱纵筋、外包混凝土，所述腹板、一对楼层暗梁和一对端柱均设置浇筑孔，所述水平加劲肋、一对楼层暗梁和一对端柱均焊接在所述腹板上，形成钢骨部件，所述竖向钢筋、端柱箍筋和端柱纵筋焊接在所述钢骨部件上形成整体钢骨，所述整体钢骨的两侧浇筑有外包混凝土。本申请的部分包覆钢‑混凝土组合剪力墙装配式构件解决了组合构件混凝土浇筑的技术问题，简化了生产工艺措施，降低了加工制造难度，在实际工程中方便实现。
Fabricated member partially coated with steel-concrete composite shear wall
一种部分包覆钢-混凝土组合剪力墙装配式构件
XIAO ZHIBIN (Autor:in) / ZHU HAOCHUAN (Autor:in) / YE LINGPENG (Autor:in) / LIN WEI (Autor:in) / ZHENG XIAOQING (Autor:in) / ZHU JIE (Autor:in) / ZHANG XIANCHANG (Autor:in)
01.03.2022
Patent
Elektronische Ressource
Chinesisch
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