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Novel steel structure module unit connecting structure and construction method thereof
The invention relates to a novel steel structure module unit connecting structure, which is arranged at a splicing node of a steel beam and a stand column, and comprises a plurality of core-penetrating columns, a plurality of connecting pieces, a plurality of connecting pieces and a plurality of connecting pieces, the multiple connecting pieces are arranged on the outer sides of the extending ends of the center penetrating columns in a sleeving mode correspondingly, the multiple connecting pieces are spliced in an overlapped mode, and the two sides of the upper layer connecting piece and the two sides of the lower layer connecting piece are connected with the steel beams correspondingly; and the horizontal connecting plate is arranged between the upper-layer connecting piece and the lower-layer connecting piece. According to the novel steel structure module unit connecting structure, the connecting stability of the stand columns at the joints is enhanced by arranging the center penetrating columns, the prefabricated connecting pieces are adopted for splicing and assembling, the peripheries of the center penetrating columns are sleeved with the connecting pieces in a penetrating mode, and the connecting pieces are clamped and fixed, so that the construction steps are reduced, and the working efficiency is improved; and the horizontal connecting plates are used for enhancing the connection stability of the adjacent connecting pieces, and the connecting quality of the structure can be guaranteed.
本发明涉及一种新型钢结构模块单元连接结构,设置于钢梁与立柱的拼接节点处,包括:多个穿心柱,多个穿心柱分别设置于立柱内,且穿心柱一端延伸出立柱外侧;多个连接件,多个连接件分别套设于穿心柱的延伸端外侧,且多个连接件之间相叠拼接,上、下两层连接件的两侧分别与钢梁连接;水平连接板,水平连接板设置于上下层连接件之间。本发明一种新型钢结构模块单元连接结构中,通过设置穿心柱加强了立柱在节点处连接的稳固,采用预制的连接件拼接组装,将连接件穿套于穿心柱的外周并进行卡固,减少了施工步骤,提高了工作效率,用水平连接板加强相邻连接件的连接稳定,能够保证结构的连接质量。
Novel steel structure module unit connecting structure and construction method thereof
The invention relates to a novel steel structure module unit connecting structure, which is arranged at a splicing node of a steel beam and a stand column, and comprises a plurality of core-penetrating columns, a plurality of connecting pieces, a plurality of connecting pieces and a plurality of connecting pieces, the multiple connecting pieces are arranged on the outer sides of the extending ends of the center penetrating columns in a sleeving mode correspondingly, the multiple connecting pieces are spliced in an overlapped mode, and the two sides of the upper layer connecting piece and the two sides of the lower layer connecting piece are connected with the steel beams correspondingly; and the horizontal connecting plate is arranged between the upper-layer connecting piece and the lower-layer connecting piece. According to the novel steel structure module unit connecting structure, the connecting stability of the stand columns at the joints is enhanced by arranging the center penetrating columns, the prefabricated connecting pieces are adopted for splicing and assembling, the peripheries of the center penetrating columns are sleeved with the connecting pieces in a penetrating mode, and the connecting pieces are clamped and fixed, so that the construction steps are reduced, and the working efficiency is improved; and the horizontal connecting plates are used for enhancing the connection stability of the adjacent connecting pieces, and the connecting quality of the structure can be guaranteed.
本发明涉及一种新型钢结构模块单元连接结构,设置于钢梁与立柱的拼接节点处,包括:多个穿心柱,多个穿心柱分别设置于立柱内,且穿心柱一端延伸出立柱外侧;多个连接件,多个连接件分别套设于穿心柱的延伸端外侧,且多个连接件之间相叠拼接,上、下两层连接件的两侧分别与钢梁连接;水平连接板,水平连接板设置于上下层连接件之间。本发明一种新型钢结构模块单元连接结构中,通过设置穿心柱加强了立柱在节点处连接的稳固,采用预制的连接件拼接组装,将连接件穿套于穿心柱的外周并进行卡固,减少了施工步骤,提高了工作效率,用水平连接板加强相邻连接件的连接稳定,能够保证结构的连接质量。
Novel steel structure module unit connecting structure and construction method thereof
一种新型钢结构模块单元连接结构及其施工方法
ZHANG LIANGLAN (Autor:in) / ZHANG YUELOU (Autor:in) / FENG LEI (Autor:in) / LIU XIANG (Autor:in) / LIN YUANYUAN (Autor:in) / YAN CONGFU (Autor:in) / LI PENG (Autor:in) / PENG CHENGBO (Autor:in) / WANG YING (Autor:in) / FANG XIAOJUAN (Autor:in)
15.11.2024
Patent
Elektronische Ressource
Chinesisch
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