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The invention provides a reconstruction structure for controlling inclination and settlement of an independent foundation. The reconstruction structure comprises a first foundation plate and a second foundation plate which are located on the two sides of the independent foundation correspondingly. The first strip-shaped force transmission inclined plate is arranged above the first foundation plate; the second strip-shaped force transmission inclined plate is arranged above the second foundation plate; the bottom end of the first trapezoidal force transmission component abuts against the first strip-shaped force transmission inclined plate, the top end of the first trapezoidal force transmission component abuts against one side of the building column, the bottom end of the second trapezoidal force transmission component abuts against the second strip-shaped force transmission inclined plate, and the top end of the second trapezoidal force transmission component abuts against the other side of the building column; the first tensioning force transmission flat plate and the second tensioning force transmission flat plate are located on the sides, back to the independent foundation, of the first strip-shaped force transmission inclined plate and the second strip-shaped force transmission inclined plate correspondingly; the two ends of the tensioning steel bars penetrate through the strip-shaped force transmission inclined plate and the trapezoid force transmission component on the side where the ends are located respectively, and the tensioning steel bars penetrate through and are anchored to the tensioning force transmission flat plate. According to the method, the bearing capacity of the foundation can be greatly improved, unbalanced bending moment can be overcome, and settlement of all positions can be accurately controlled.
本发明提供了一种控制独立基础倾斜和沉降的改建结构,包括:分别位于独立基础两侧的第一基础板和第二基础板;设置于第一基础板上方的第一条形传力斜板,设置于第二基础板上方的第二条形传力斜板;底端抵接在第一条形传力斜板上、顶端抵接在建筑柱一侧的第一梯形传力构件,底端抵接在第二条形传力斜板上、顶端抵接在建筑柱另一侧的第二梯形传力构件;分别位于第一条形传力斜板和第二条形传力斜板背向独立基础的一侧的第一张拉传力平板和第二张拉传力平板;两端分别穿越本端所在一侧的条形传力斜板和梯形传力构件、穿越并锚固于张拉传力平板的两束张拉钢筋。本发明不仅可以大幅度提高基础承载力,而且可以克服不平衡弯矩及准确控制各位置的沉降。
The invention provides a reconstruction structure for controlling inclination and settlement of an independent foundation. The reconstruction structure comprises a first foundation plate and a second foundation plate which are located on the two sides of the independent foundation correspondingly. The first strip-shaped force transmission inclined plate is arranged above the first foundation plate; the second strip-shaped force transmission inclined plate is arranged above the second foundation plate; the bottom end of the first trapezoidal force transmission component abuts against the first strip-shaped force transmission inclined plate, the top end of the first trapezoidal force transmission component abuts against one side of the building column, the bottom end of the second trapezoidal force transmission component abuts against the second strip-shaped force transmission inclined plate, and the top end of the second trapezoidal force transmission component abuts against the other side of the building column; the first tensioning force transmission flat plate and the second tensioning force transmission flat plate are located on the sides, back to the independent foundation, of the first strip-shaped force transmission inclined plate and the second strip-shaped force transmission inclined plate correspondingly; the two ends of the tensioning steel bars penetrate through the strip-shaped force transmission inclined plate and the trapezoid force transmission component on the side where the ends are located respectively, and the tensioning steel bars penetrate through and are anchored to the tensioning force transmission flat plate. According to the method, the bearing capacity of the foundation can be greatly improved, unbalanced bending moment can be overcome, and settlement of all positions can be accurately controlled.
本发明提供了一种控制独立基础倾斜和沉降的改建结构,包括:分别位于独立基础两侧的第一基础板和第二基础板;设置于第一基础板上方的第一条形传力斜板,设置于第二基础板上方的第二条形传力斜板;底端抵接在第一条形传力斜板上、顶端抵接在建筑柱一侧的第一梯形传力构件,底端抵接在第二条形传力斜板上、顶端抵接在建筑柱另一侧的第二梯形传力构件;分别位于第一条形传力斜板和第二条形传力斜板背向独立基础的一侧的第一张拉传力平板和第二张拉传力平板;两端分别穿越本端所在一侧的条形传力斜板和梯形传力构件、穿越并锚固于张拉传力平板的两束张拉钢筋。本发明不仅可以大幅度提高基础承载力,而且可以克服不平衡弯矩及准确控制各位置的沉降。
Reconstruction structure for controlling inclination and settlement of independent foundation
控制独立基础倾斜和沉降的改建结构
LIU YIWEI (author)
2023-11-24
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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