Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Cable bent tower anchoring structure for supporting steel anchor beam
The invention relates to a cable tower anchoring structure for supporting a steel anchor beam, which comprises a tower bridge wall and a supporting anchoring component, the supporting anchoring component comprises a transverse bearing plate and a plurality of vertical supporting plates, the plurality of vertical supporting plates are arranged on the lower end surface of the transverse bearing plate at intervals in the transverse bridge direction, one ends of the transverse bearing plate and the vertical supporting plates are embedded into the tower bridge wall, and the other ends of the transverse bearing plate and the vertical supporting plates are embedded into the tower bridge wall. A plurality of vertical steel bars and first welding stud connecting pieces are arranged on the transverse bearing plate in a transverse bridge direction array in a penetrating mode, a plurality of transverse steel bars and second welding stud connecting pieces are arranged on the vertical supporting plate in a penetrating mode, and vertical reinforcing rib plate sets are arranged on the lower end face of the other end, extending out of the tower bridge wall, of the transverse bearing plate in a longitudinal bridge direction at intervals in an array mode. The vertical reinforcing rib plate sets and the vertical supporting plates are arranged in a criss-cross mode. The steel consumption is reduced, the phenomenon of position conflict between a traditional steel corbel end plate welding stud connecting piece and reinforcing steel bars in the tower wall is avoided, efficient connection between the steel corbel and the tower wall of the tower bridge is achieved, the use safety of a cable-stayed bridge tower anchoring area is improved, and early-stage design during engineering design is facilitated.
本发明涉及一种支承钢锚梁的索塔锚固结构，包括塔桥塔壁和支撑锚固构件，支撑锚固构件包括横向承压板和竖向支撑板，若干竖向支撑板横桥向间隔设置在横向承压板的下端面，横向承压板和竖向支撑板的一端嵌入塔桥塔壁内，横向承压板上横桥向阵列穿设有若干竖向钢筋和第一焊钉连接件，竖向支撑板上穿设有若干横向钢筋和第二焊钉连接件，横向承压板延伸出塔桥塔壁的另一端下端面纵桥向间隔阵列设置有垂直加强肋板组，垂直加强肋板组与竖向支撑板纵横交错设置。本发明减少了钢材的用量，避免传统钢牛腿端板焊钉连接件与塔壁内部钢筋的位置冲突现象，实现了钢牛腿与塔桥塔壁的高效连接，提高了斜拉桥索塔锚固区使用的安全性，便于工程设计时的前期设计。
Cable bent tower anchoring structure for supporting steel anchor beam
The invention relates to a cable tower anchoring structure for supporting a steel anchor beam, which comprises a tower bridge wall and a supporting anchoring component, the supporting anchoring component comprises a transverse bearing plate and a plurality of vertical supporting plates, the plurality of vertical supporting plates are arranged on the lower end surface of the transverse bearing plate at intervals in the transverse bridge direction, one ends of the transverse bearing plate and the vertical supporting plates are embedded into the tower bridge wall, and the other ends of the transverse bearing plate and the vertical supporting plates are embedded into the tower bridge wall. A plurality of vertical steel bars and first welding stud connecting pieces are arranged on the transverse bearing plate in a transverse bridge direction array in a penetrating mode, a plurality of transverse steel bars and second welding stud connecting pieces are arranged on the vertical supporting plate in a penetrating mode, and vertical reinforcing rib plate sets are arranged on the lower end face of the other end, extending out of the tower bridge wall, of the transverse bearing plate in a longitudinal bridge direction at intervals in an array mode. The vertical reinforcing rib plate sets and the vertical supporting plates are arranged in a criss-cross mode. The steel consumption is reduced, the phenomenon of position conflict between a traditional steel corbel end plate welding stud connecting piece and reinforcing steel bars in the tower wall is avoided, efficient connection between the steel corbel and the tower wall of the tower bridge is achieved, the use safety of a cable-stayed bridge tower anchoring area is improved, and early-stage design during engineering design is facilitated.
本发明涉及一种支承钢锚梁的索塔锚固结构，包括塔桥塔壁和支撑锚固构件，支撑锚固构件包括横向承压板和竖向支撑板，若干竖向支撑板横桥向间隔设置在横向承压板的下端面，横向承压板和竖向支撑板的一端嵌入塔桥塔壁内，横向承压板上横桥向阵列穿设有若干竖向钢筋和第一焊钉连接件，竖向支撑板上穿设有若干横向钢筋和第二焊钉连接件，横向承压板延伸出塔桥塔壁的另一端下端面纵桥向间隔阵列设置有垂直加强肋板组，垂直加强肋板组与竖向支撑板纵横交错设置。本发明减少了钢材的用量，避免传统钢牛腿端板焊钉连接件与塔壁内部钢筋的位置冲突现象，实现了钢牛腿与塔桥塔壁的高效连接，提高了斜拉桥索塔锚固区使用的安全性，便于工程设计时的前期设计。
Cable bent tower anchoring structure for supporting steel anchor beam
一种支承钢锚梁的索塔锚固结构
ZENG JUNCHENG (Autor:in) / SU QINGTIAN (Autor:in) / ZHENG HAOFENG (Autor:in) / CHEN ZHIWEI (Autor:in) / WU SHAOFENG (Autor:in) / ZHUANG LONGJIAN (Autor:in) / LI BO (Autor:in)
09.07.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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