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Steel-concrete structure of box column and beam joint reinforcing steel bar sleeve and welding method of steel-concrete structure
The invention discloses a steel-concrete structure of a box column and a beam joint reinforcing steel bar sleeve and a welding method of the steel-concrete structure, the steel-concrete structure comprises the box column, studs with the length of 70-120mm are welded on four surfaces of the outer side of the box column along the vertical direction at intervals of 150-250mm, and a plurality of connector groups are further welded on the box column. Each connector group comprises an upper beam sleeve group and a lower beam sleeve group which are arranged up and down at an interval, each upper beam sleeve group comprises two rows of reinforcing steel bar sleeves arranged on the surface of the outer wall of the box column, and the lower beam sleeve group and the upper beam sleeve group are the same in structure; a connecting hole collinear with the axis of the reinforcing steel bar sleeve is formed in the box column, and a connecting reinforcing steel bar of a structural beam passes through the reinforcing steel bar sleeve; by adopting the first horizontal partition plate and the second horizontal partition plate, the tensile strength change of the area caused by the stress change of the welding position due to the hot melting condition after the steel bar sleeve is welded can be prevented.
本发明公开了一种箱型柱与梁节点钢筋套筒的钢‑混结构及其焊接方法，包括所述箱型柱包括：所述箱型柱的外侧四个表面的沿竖直方向间隔150‑250mm焊接设置长度为70‑120mm的栓钉，所述箱型柱上还焊接设置有若干连接器组，每一所述连接器组包括一上一下间隔设置的上梁套筒组以及下梁套筒组，每一上梁套筒组包括两行设置于所述箱型柱的外壁表面上的钢筋套筒，所述下梁套筒组与所述上梁套筒组结构相同；所述箱型柱上开设有与所述钢筋套筒的轴线共线的连接孔，结构梁的连接钢筋通过所述钢筋套筒；通过采用第一水平隔板和第二水平隔板能够实现防止钢筋套筒的焊接后，焊接位置因为热熔情况而导致的应力变化导致本区域的抗拉强度变化。
Steel-concrete structure of box column and beam joint reinforcing steel bar sleeve and welding method of steel-concrete structure
The invention discloses a steel-concrete structure of a box column and a beam joint reinforcing steel bar sleeve and a welding method of the steel-concrete structure, the steel-concrete structure comprises the box column, studs with the length of 70-120mm are welded on four surfaces of the outer side of the box column along the vertical direction at intervals of 150-250mm, and a plurality of connector groups are further welded on the box column. Each connector group comprises an upper beam sleeve group and a lower beam sleeve group which are arranged up and down at an interval, each upper beam sleeve group comprises two rows of reinforcing steel bar sleeves arranged on the surface of the outer wall of the box column, and the lower beam sleeve group and the upper beam sleeve group are the same in structure; a connecting hole collinear with the axis of the reinforcing steel bar sleeve is formed in the box column, and a connecting reinforcing steel bar of a structural beam passes through the reinforcing steel bar sleeve; by adopting the first horizontal partition plate and the second horizontal partition plate, the tensile strength change of the area caused by the stress change of the welding position due to the hot melting condition after the steel bar sleeve is welded can be prevented.
本发明公开了一种箱型柱与梁节点钢筋套筒的钢‑混结构及其焊接方法，包括所述箱型柱包括：所述箱型柱的外侧四个表面的沿竖直方向间隔150‑250mm焊接设置长度为70‑120mm的栓钉，所述箱型柱上还焊接设置有若干连接器组，每一所述连接器组包括一上一下间隔设置的上梁套筒组以及下梁套筒组，每一上梁套筒组包括两行设置于所述箱型柱的外壁表面上的钢筋套筒，所述下梁套筒组与所述上梁套筒组结构相同；所述箱型柱上开设有与所述钢筋套筒的轴线共线的连接孔，结构梁的连接钢筋通过所述钢筋套筒；通过采用第一水平隔板和第二水平隔板能够实现防止钢筋套筒的焊接后，焊接位置因为热熔情况而导致的应力变化导致本区域的抗拉强度变化。
Steel-concrete structure of box column and beam joint reinforcing steel bar sleeve and welding method of steel-concrete structure
一种箱型柱与梁节点钢筋套筒的钢-混结构及其焊接方法
DENG ZHENXIANG (author) / HE QIANGLONG (author) / YANG JIFANG (author) / ZHOU LIUPING (author) / ZENG JIAJIA (author)
2023-12-26
Patent
Electronic Resource
Chinese
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