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Reinforcing method of large-section reinforced concrete column
The reinforcing method comprises the following steps that formworks are installed around profile steel, and a structure for a tie assembly to penetrate through is reserved in a gap between the upper formwork and the lower formwork; the bases are installed around the formwork, and the bases form a whole through connecting assemblies; the base is connected with the outer end of the pulling assembly, the pulling assembly penetrates through the baffle and the gap between the upper formwork and the lower formwork, the inner end of the pulling assembly acts on the profile steel, and the gap between the upper formwork and the lower formwork is blocked and reinforced through the baffle on the inner side of the base. The construction method has the beneficial effects that the internal profile steel is used for anchoring, the baffle is tied to the outer side of the formwork, slurry plugging at the position can be achieved, the formwork at the position can be reinforced, and follow-up construction deformation is avoided; the size of the tie and the size of the connecting assembly can be flexibly adjusted, so that the whole structure can meet construction requirements of columns of different shapes and specifications, and the application scene is expanded.
本申请公开了一种大截面钢混柱的加固方法，包括如下步骤：围绕型钢进行模板的安装，上下两模板之间的间隙预留供拉结组件穿设的结构；围绕模板进行基座的安装，基座之间通过连接组件形成整体；基座与拉结组件的外端连接，拉结组件穿过挡板及上下两模板之间的间隙，将拉结组件的内端作用在型钢上，基座内侧的挡板对上下两模板之间的间隙进行封堵与加固。本申请的有益效果：利用内部型钢作为锚固，在模板外侧拉结挡板，不但能够实现该位置的浆液封堵，还能够对该处模板进行加固，避免后续施工变形；拉结以及连接组件均可灵活调节尺寸，使得结构整体能够满足不同形状、规格的柱体施工，扩展适用场景。
Reinforcing method of large-section reinforced concrete column
The reinforcing method comprises the following steps that formworks are installed around profile steel, and a structure for a tie assembly to penetrate through is reserved in a gap between the upper formwork and the lower formwork; the bases are installed around the formwork, and the bases form a whole through connecting assemblies; the base is connected with the outer end of the pulling assembly, the pulling assembly penetrates through the baffle and the gap between the upper formwork and the lower formwork, the inner end of the pulling assembly acts on the profile steel, and the gap between the upper formwork and the lower formwork is blocked and reinforced through the baffle on the inner side of the base. The construction method has the beneficial effects that the internal profile steel is used for anchoring, the baffle is tied to the outer side of the formwork, slurry plugging at the position can be achieved, the formwork at the position can be reinforced, and follow-up construction deformation is avoided; the size of the tie and the size of the connecting assembly can be flexibly adjusted, so that the whole structure can meet construction requirements of columns of different shapes and specifications, and the application scene is expanded.
本申请公开了一种大截面钢混柱的加固方法，包括如下步骤：围绕型钢进行模板的安装，上下两模板之间的间隙预留供拉结组件穿设的结构；围绕模板进行基座的安装，基座之间通过连接组件形成整体；基座与拉结组件的外端连接，拉结组件穿过挡板及上下两模板之间的间隙，将拉结组件的内端作用在型钢上，基座内侧的挡板对上下两模板之间的间隙进行封堵与加固。本申请的有益效果：利用内部型钢作为锚固，在模板外侧拉结挡板，不但能够实现该位置的浆液封堵，还能够对该处模板进行加固，避免后续施工变形；拉结以及连接组件均可灵活调节尺寸，使得结构整体能够满足不同形状、规格的柱体施工，扩展适用场景。
Reinforcing method of large-section reinforced concrete column
一种大截面钢混柱的加固方法
YE XIAOBIN (author) / FENG JIAN (author) / LU WEICHAO (author) / YANG YONGXIAN (author) / XIANG XIREN (author) / HAO JIANGUO (author) / RAN MENG (author) / LI MENGJIE (author) / QIAO FENG (author) / XUE GUIPING (author)
2024-09-27
Patent
Electronic Resource
Chinese
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