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A platform for research: civil engineering, architecture and urbanism
Joint bar type anchoring joint connecting structure
The invention discloses a joint bar type anchoring node connecting structure, which belongs to the technical field of pier column steel bar structures, and is characterized in that two vertical surface steel plates are inserted under the ground and above a matts net before concrete is poured, so that the strength and rigidity of the structure are directly improved, and the slippage and dislocation of an interface are avoided; the overlarge opening amount of the interface after the impact is avoided; the upper end of the anchoring joint bar is fixed through a steel plate, the anchoring part is inserted into the lower portion of the net shaped like the Chinese character'tian ', the anchoring part is of a special unfolding structure, can penetrate through grids of the net shaped like the Chinese character'tian' and is unfolded below the net shaped like the Chinese character'tian ', and the multiple anchoring parts form a three-dimensional net-shaped structure below the net shaped like the Chinese character'tian' after concrete pouring. According to the structure, the bonding performance of the anchoring joint bars and the concrete is improved; moreover, the structure is convenient and rapid to install, the width of the net structure is adjustable, and the structure is adaptive to different anchoring joint bar distribution forms and matts with different widths.
本发明公开了一种插筋式锚固节点连接结构，属于墩柱钢筋结构技术领域，通过将两块竖直的面钢板在浇筑混凝土前，插入地面下方和田字网上方，以此直接增加了此结构的强度和刚度，避免交界面的滑移错动，避免交界面处在冲击后张开量过大；锚固插筋通过钢板固定上端，通过锚固部插入田字网的下方，锚固部特有的展开结构，能穿过田字网的网格，并在田字网下方展开，若干锚固部在混凝土浇筑后，在田字网的下方组成一个区域的立体网状结构，相较于弯折与焊接的锚固插筋，此结构增加了锚固插筋与混凝土的粘结性能；并且，此结构安装方便快速，网状结构宽度可调，适配不同的锚固插筋分布形式以及不同宽度的田字网格。
Joint bar type anchoring joint connecting structure
The invention discloses a joint bar type anchoring node connecting structure, which belongs to the technical field of pier column steel bar structures, and is characterized in that two vertical surface steel plates are inserted under the ground and above a matts net before concrete is poured, so that the strength and rigidity of the structure are directly improved, and the slippage and dislocation of an interface are avoided; the overlarge opening amount of the interface after the impact is avoided; the upper end of the anchoring joint bar is fixed through a steel plate, the anchoring part is inserted into the lower portion of the net shaped like the Chinese character'tian ', the anchoring part is of a special unfolding structure, can penetrate through grids of the net shaped like the Chinese character'tian' and is unfolded below the net shaped like the Chinese character'tian ', and the multiple anchoring parts form a three-dimensional net-shaped structure below the net shaped like the Chinese character'tian' after concrete pouring. According to the structure, the bonding performance of the anchoring joint bars and the concrete is improved; moreover, the structure is convenient and rapid to install, the width of the net structure is adjustable, and the structure is adaptive to different anchoring joint bar distribution forms and matts with different widths.
本发明公开了一种插筋式锚固节点连接结构，属于墩柱钢筋结构技术领域，通过将两块竖直的面钢板在浇筑混凝土前，插入地面下方和田字网上方，以此直接增加了此结构的强度和刚度，避免交界面的滑移错动，避免交界面处在冲击后张开量过大；锚固插筋通过钢板固定上端，通过锚固部插入田字网的下方，锚固部特有的展开结构，能穿过田字网的网格，并在田字网下方展开，若干锚固部在混凝土浇筑后，在田字网的下方组成一个区域的立体网状结构，相较于弯折与焊接的锚固插筋，此结构增加了锚固插筋与混凝土的粘结性能；并且，此结构安装方便快速，网状结构宽度可调，适配不同的锚固插筋分布形式以及不同宽度的田字网格。
Joint bar type anchoring joint connecting structure
一种插筋式锚固节点连接结构
WANG NENG (author) / DENG WENJIE (author) / HUA JIANMIN (author)
2024-04-09
Patent
Electronic Resource
Chinese
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