Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Novel bar penetrating type beam column joint construction method and novel bar penetrating type beam column joint structure
The invention relates to a novel bar penetrating type beam column joint construction method. The method comprises the steps that a plurality of holes are formed in the positions, corresponding to a plurality of sets of longitudinal bars in a penetrating mode, of a steel pipe column; a plurality of groups of longitudinal bars penetrate through the corresponding holes respectively; steel corbels are arranged between the holes in the same side; supporting structures are arranged on the inner and outer sides of the periphery of the hole; concrete is poured to form a concrete beam and a concrete steel pipe column. According to the novel bar-penetrating type beam column joint construction method, the corresponding holes are formed in each group of longitudinal bars, the difficulty of field longitudinal bar perforation is reduced, the steel corbels and the supporting parts are arranged, it is guaranteed that beam end shearing force is effectively transmitted to the steel pipe columns, and the situation that the steel pipe columns are damaged due to pressure is avoided.
本发明涉及一种新型穿筋式梁柱节点施工方法，包括：在钢管柱上对应穿设多组纵筋处开设多个洞口；将多组纵筋分别穿过对应的洞口；在同一侧的洞口之间设置钢牛腿；在洞口周边的内外侧设置支撑结构；浇筑混凝土形成混凝土梁和混凝土钢管柱。本发明一种新型穿筋式梁柱节点施工方法中，通过在每组纵筋处设置对应的洞口，减小了现场纵筋穿孔的难度，设置钢牛腿和支撑部，保证了梁端剪力有效传递到钢管柱，避免了钢管柱受压破坏情况的出现。
Novel bar penetrating type beam column joint construction method and novel bar penetrating type beam column joint structure
The invention relates to a novel bar penetrating type beam column joint construction method. The method comprises the steps that a plurality of holes are formed in the positions, corresponding to a plurality of sets of longitudinal bars in a penetrating mode, of a steel pipe column; a plurality of groups of longitudinal bars penetrate through the corresponding holes respectively; steel corbels are arranged between the holes in the same side; supporting structures are arranged on the inner and outer sides of the periphery of the hole; concrete is poured to form a concrete beam and a concrete steel pipe column. According to the novel bar-penetrating type beam column joint construction method, the corresponding holes are formed in each group of longitudinal bars, the difficulty of field longitudinal bar perforation is reduced, the steel corbels and the supporting parts are arranged, it is guaranteed that beam end shearing force is effectively transmitted to the steel pipe columns, and the situation that the steel pipe columns are damaged due to pressure is avoided.
本发明涉及一种新型穿筋式梁柱节点施工方法，包括：在钢管柱上对应穿设多组纵筋处开设多个洞口；将多组纵筋分别穿过对应的洞口；在同一侧的洞口之间设置钢牛腿；在洞口周边的内外侧设置支撑结构；浇筑混凝土形成混凝土梁和混凝土钢管柱。本发明一种新型穿筋式梁柱节点施工方法中，通过在每组纵筋处设置对应的洞口，减小了现场纵筋穿孔的难度，设置钢牛腿和支撑部，保证了梁端剪力有效传递到钢管柱，避免了钢管柱受压破坏情况的出现。
Novel bar penetrating type beam column joint construction method and novel bar penetrating type beam column joint structure
一种新型穿筋式梁柱节点施工方法以及一种新型穿筋式梁柱节点结构
JIANG HUICHAO (Autor:in) / WANG GANG (Autor:in) / TANG MIN (Autor:in) / LIU BIN (Autor:in) / LI WANG (Autor:in) / NIU HUI (Autor:in) / LEE JEONG HO (Autor:in) / LANG JINMING (Autor:in) / TANG LEI (Autor:in)
09.08.2024
Patent
Elektronische Ressource
Chinesisch
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