Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shell column-concrete prefabricated column and manufacturing method thereof
The invention discloses a shell column-concrete prefabricated column. The shell column-concrete prefabricated column comprises a shell column, two trapezoidal reinforcing meshes are arranged on the shell column, the two trapezoidal reinforcing meshes are arranged in a cross staggered mode, each trapezoidal reinforcing mesh comprises first longitudinal tie bars located on the two sides of the shell column, and a plurality of first transverse tie bars arranged at intervals are arranged between the two first longitudinal tie bars; the first transverse tie bar is perpendicular to and penetrates through the axis of the shell column, a through hole for the first transverse tie bar to penetrate through is formed in the shell column, first concrete is poured on the outer side of the first transverse tie bar and located on the inner side of the shell column, second concrete is poured on the outer side of the shell column, and a reinforcement cage connected to the outer side of the shell column in a sleeving mode is arranged in the second concrete. The problems that an existing shell column concrete column is prone to structural performance degradation, and the safety and usability of the shell column concrete column are affected are solved.
本发明公开了一种甲壳柱‑混凝土预制柱。该甲壳柱‑混凝土预制柱包括甲壳柱，甲壳柱上设置有两个梯形钢筋网，两个梯形钢筋网呈十字交错布置，梯形钢筋网包括处在甲壳柱两侧的第一纵向拉筋，两个第一纵向拉筋之间设置有若干个间隔布置的第一横向拉筋，第一横向拉筋垂直并穿过甲壳柱的轴线，甲壳柱开设有第一横向拉筋穿过的通孔，第一横向拉筋的外侧浇筑有第一混凝土，第一混凝土处在甲壳柱内侧，甲壳柱外侧浇筑有第二混凝土，第二混凝土内设置有套接在甲壳柱外侧的钢筋笼。本发明解决了现有的甲壳柱混凝土柱容易产生结构性能退化，影响其安全性和使用性的问题。
Shell column-concrete prefabricated column and manufacturing method thereof
The invention discloses a shell column-concrete prefabricated column. The shell column-concrete prefabricated column comprises a shell column, two trapezoidal reinforcing meshes are arranged on the shell column, the two trapezoidal reinforcing meshes are arranged in a cross staggered mode, each trapezoidal reinforcing mesh comprises first longitudinal tie bars located on the two sides of the shell column, and a plurality of first transverse tie bars arranged at intervals are arranged between the two first longitudinal tie bars; the first transverse tie bar is perpendicular to and penetrates through the axis of the shell column, a through hole for the first transverse tie bar to penetrate through is formed in the shell column, first concrete is poured on the outer side of the first transverse tie bar and located on the inner side of the shell column, second concrete is poured on the outer side of the shell column, and a reinforcement cage connected to the outer side of the shell column in a sleeving mode is arranged in the second concrete. The problems that an existing shell column concrete column is prone to structural performance degradation, and the safety and usability of the shell column concrete column are affected are solved.
本发明公开了一种甲壳柱‑混凝土预制柱。该甲壳柱‑混凝土预制柱包括甲壳柱，甲壳柱上设置有两个梯形钢筋网，两个梯形钢筋网呈十字交错布置，梯形钢筋网包括处在甲壳柱两侧的第一纵向拉筋，两个第一纵向拉筋之间设置有若干个间隔布置的第一横向拉筋，第一横向拉筋垂直并穿过甲壳柱的轴线，甲壳柱开设有第一横向拉筋穿过的通孔，第一横向拉筋的外侧浇筑有第一混凝土，第一混凝土处在甲壳柱内侧，甲壳柱外侧浇筑有第二混凝土，第二混凝土内设置有套接在甲壳柱外侧的钢筋笼。本发明解决了现有的甲壳柱混凝土柱容易产生结构性能退化，影响其安全性和使用性的问题。
Shell column-concrete prefabricated column and manufacturing method thereof
一种甲壳柱-混凝土预制柱及其制作方法
ZOU YUN (Autor:in) / FENG JIANSEN (Autor:in) / TANG YIWEN (Autor:in) / LIU MEIJING (Autor:in) / YE HUA (Autor:in) / XU ZHONGKUI (Autor:in) / LIU WEIJIE (Autor:in) / XU DEYUN (Autor:in) / GUO WENSHUANG (Autor:in) / FANG LI (Autor:in)
18.03.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
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