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Plate-plate connecting joint and construction method thereof
The invention provides a plate-plate connecting joint and a construction method thereof, and relates to the technical field of prefabricated buildings. The plate-plate connecting joint comprises a prefabricated plate body, a plurality of longitudinal tensile steel bars are arranged in the prefabricated plate body, surface bars are arranged between the upper portions of the longitudinal tensile steel bars, bottom bars are arranged between the lower portions of the longitudinal tensile steel bars, additional steel bars are welded to one ends of the surface bars, and the additional steel bars are welded to the other ends of the surface bars. An L-shaped steel bar assembly is welded to one end of the bottom bar, and a secondary pouring groove is formed in one side of the upper end of the prefabricated slab body. Connection is conducted through the L-shaped steel bar assemblies installed on the bottom bars, the joint contact area is effectively enlarged, and therefore the connection stability is remarkably improved, after the two parts of the prefabricated slab body are combined, a secondary pouring groove is formed, concrete can be directly poured into the groove conveniently, additional formwork building is not needed, the construction process is simplified, and the working efficiency is improved; and the stability of gluten support is further enhanced.
本发明提供一种板板连接节点及其施工方法,涉及预制建筑技术领域。该板板连接节点,包括预制板本体,所述预制板本体内部设置有多个纵向受拉钢筋,多个所述纵向受拉钢筋之间靠上部分之间设置有面筋,多个所述纵向受拉钢筋之间靠下部分设置有底筋,所述面筋一端焊接设置有附加钢筋,所述底筋一端焊接设置有L型钢筋组合件,所述预制板本体上端一侧开设有二次浇筑槽。通过底筋上安装的L型钢筋组件进行连接,有效扩大了节点接触面积,从而显著提高连接的稳定性,预制板本体两部分结合后,形成二次浇筑槽,便于混凝土直接灌注至槽内,无需额外搭建模板,此举不仅简化施工流程,提高工作效率,且进一步增强了面筋支撑的稳定性。
Plate-plate connecting joint and construction method thereof
The invention provides a plate-plate connecting joint and a construction method thereof, and relates to the technical field of prefabricated buildings. The plate-plate connecting joint comprises a prefabricated plate body, a plurality of longitudinal tensile steel bars are arranged in the prefabricated plate body, surface bars are arranged between the upper portions of the longitudinal tensile steel bars, bottom bars are arranged between the lower portions of the longitudinal tensile steel bars, additional steel bars are welded to one ends of the surface bars, and the additional steel bars are welded to the other ends of the surface bars. An L-shaped steel bar assembly is welded to one end of the bottom bar, and a secondary pouring groove is formed in one side of the upper end of the prefabricated slab body. Connection is conducted through the L-shaped steel bar assemblies installed on the bottom bars, the joint contact area is effectively enlarged, and therefore the connection stability is remarkably improved, after the two parts of the prefabricated slab body are combined, a secondary pouring groove is formed, concrete can be directly poured into the groove conveniently, additional formwork building is not needed, the construction process is simplified, and the working efficiency is improved; and the stability of gluten support is further enhanced.
本发明提供一种板板连接节点及其施工方法,涉及预制建筑技术领域。该板板连接节点,包括预制板本体,所述预制板本体内部设置有多个纵向受拉钢筋,多个所述纵向受拉钢筋之间靠上部分之间设置有面筋,多个所述纵向受拉钢筋之间靠下部分设置有底筋,所述面筋一端焊接设置有附加钢筋,所述底筋一端焊接设置有L型钢筋组合件,所述预制板本体上端一侧开设有二次浇筑槽。通过底筋上安装的L型钢筋组件进行连接,有效扩大了节点接触面积,从而显著提高连接的稳定性,预制板本体两部分结合后,形成二次浇筑槽,便于混凝土直接灌注至槽内,无需额外搭建模板,此举不仅简化施工流程,提高工作效率,且进一步增强了面筋支撑的稳定性。
Plate-plate connecting joint and construction method thereof
一种板板连接节点及其施工方法
LUO HAIPING (Autor:in) / ZHONG FANG (Autor:in) / LIU WENBO (Autor:in) / MAI QUN (Autor:in) / LIU WENQIN (Autor:in) / ZENG NAN (Autor:in) / ZHU CHUNHUI (Autor:in) / WU SHIXIN (Autor:in) / WANG XIAO (Autor:in) / WEN XINGGUANG (Autor:in)
27.09.2024
Patent
Elektronische Ressource
Chinesisch
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