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Steel anchor beam cable bent tower anchoring structure and construction method
The embodiment of the invention provides a steel anchor beam cable bent tower anchoring structure and a construction method, and belongs to the technical field of bridges. The anchoring structure comprises a steel anchor beam and two brackets, the steel anchor beam extends in the longitudinal direction, and the steel anchor beam comprises a steel anchor beam bottom plate and a steel anchor beam web perpendicularly arranged in the transverse direction of the steel anchor beam bottom plate; the two corbels are arranged on the tower column, the two longitudinal ends of the steel anchor beam are correspondingly placed on the two corbels respectively, each corbel comprises a corbel wall plate and a corbel top plate, the corbel top plate is vertically connected to the middle of the corbel wall plate, and the corbel top plate is used for placing the steel anchor beam and is connected with a steel anchor beam bottom plate; the anchoring structure further comprises a profile steel framework, the profile steel framework is embedded in the tower column and connected with the steel bars in the tower column into a whole, and the bracket is connected with the tower column through the profile steel framework. The anchoring structure can solve the problem that the joint face of the bracket and the tower wall of the cable bent tower is prone to cracking.
本申请实施例提供了一种钢锚梁索塔锚固结构及施工方法,属于桥梁技术领域。锚固结构包括钢锚梁和两个牛腿,钢锚梁沿纵向延伸设置,钢锚梁包括钢锚梁底板以及垂直设置于钢锚梁底板横向上的钢锚梁腹板;两个牛腿设置于塔柱上,钢锚梁纵向的两端分别对应放置于两个牛腿上,牛腿包括牛腿壁板和牛腿顶板,牛腿顶板垂直连接于牛腿壁板中部,牛腿顶板用于供钢锚梁放置并与钢锚梁底板连接;其中,锚固结构还包括型钢骨架,型钢骨架埋设于塔柱内部并与塔柱内的钢筋连接为整体,牛腿通过型钢骨架与塔柱连接。这种锚固结构能够解决牛腿与索塔塔壁结合面处易开裂的问题。
Steel anchor beam cable bent tower anchoring structure and construction method
The embodiment of the invention provides a steel anchor beam cable bent tower anchoring structure and a construction method, and belongs to the technical field of bridges. The anchoring structure comprises a steel anchor beam and two brackets, the steel anchor beam extends in the longitudinal direction, and the steel anchor beam comprises a steel anchor beam bottom plate and a steel anchor beam web perpendicularly arranged in the transverse direction of the steel anchor beam bottom plate; the two corbels are arranged on the tower column, the two longitudinal ends of the steel anchor beam are correspondingly placed on the two corbels respectively, each corbel comprises a corbel wall plate and a corbel top plate, the corbel top plate is vertically connected to the middle of the corbel wall plate, and the corbel top plate is used for placing the steel anchor beam and is connected with a steel anchor beam bottom plate; the anchoring structure further comprises a profile steel framework, the profile steel framework is embedded in the tower column and connected with the steel bars in the tower column into a whole, and the bracket is connected with the tower column through the profile steel framework. The anchoring structure can solve the problem that the joint face of the bracket and the tower wall of the cable bent tower is prone to cracking.
本申请实施例提供了一种钢锚梁索塔锚固结构及施工方法,属于桥梁技术领域。锚固结构包括钢锚梁和两个牛腿,钢锚梁沿纵向延伸设置,钢锚梁包括钢锚梁底板以及垂直设置于钢锚梁底板横向上的钢锚梁腹板;两个牛腿设置于塔柱上,钢锚梁纵向的两端分别对应放置于两个牛腿上,牛腿包括牛腿壁板和牛腿顶板,牛腿顶板垂直连接于牛腿壁板中部,牛腿顶板用于供钢锚梁放置并与钢锚梁底板连接;其中,锚固结构还包括型钢骨架,型钢骨架埋设于塔柱内部并与塔柱内的钢筋连接为整体,牛腿通过型钢骨架与塔柱连接。这种锚固结构能够解决牛腿与索塔塔壁结合面处易开裂的问题。
Steel anchor beam cable bent tower anchoring structure and construction method
一种钢锚梁索塔锚固结构及施工方法
HUANG JIANYONG (author) / LI LEI (author) / ZHUANG WANLYU (author) / WANG CHANGJIANG (author) / DAI XIANRONG (author)
2022-11-04
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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