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A platform for research: civil engineering, architecture and urbanism
Precast beam and stand column joint connecting structure
The invention discloses a precast beam and stand column joint connecting structure which comprises a stand column body, an inserting part is arranged on the stand column body, a first containing groove is formed in the inserting part, a plurality of first connecting rods are arranged in the first containing groove, one end of each first connecting rod is located in the stand column body, and a first connecting plate is arranged at the other end of each first connecting rod; the first connecting plate is located in the containing groove, and a first through hole is formed in the first connecting plate; a mounting groove is formed in the precast beam, a second through hole penetrating up and down is formed in the mounting groove, the inserting part is inserted into the mounting groove, a plurality of second connecting rods are arranged in the mounting groove, and a second connecting plate is arranged on each second connecting rod. Compared with the prior art, the problems that after the precast beam and the stand column are horizontally spliced, due to narrow gaps, vertical full-length steel bars are difficult to insert for fixation during construction, long time needs to be consumed, and the construction efficiency is low can be solved.
本发明公开了一种预制梁与立柱节点连接结构，其包括：立柱主体，立柱主体上设置有插接部，插接部上设置有第一容纳槽，第一容纳槽内设置有多个第一连接杆，第一连接杆的一端位于立柱主体内，第一连接杆的另一端设置有第一连接板，第一连接板位于容纳槽内，第一连接板上设置有第一通孔；预制梁，预制梁上设置有安装槽，安装槽上设置有上下贯穿的第二通孔，插接部插接在安装槽内，安装槽内设置多个第二连接杆，第二连接杆上设置有第二连接板。本发明相较于现有技术可以解决预制梁与立柱水平拼合后，由于缝隙狭小，施工时插入竖向通长钢筋进行固定比较困难，需要耗费比较长的时间，导致施工效率低下的问题。
Precast beam and stand column joint connecting structure
The invention discloses a precast beam and stand column joint connecting structure which comprises a stand column body, an inserting part is arranged on the stand column body, a first containing groove is formed in the inserting part, a plurality of first connecting rods are arranged in the first containing groove, one end of each first connecting rod is located in the stand column body, and a first connecting plate is arranged at the other end of each first connecting rod; the first connecting plate is located in the containing groove, and a first through hole is formed in the first connecting plate; a mounting groove is formed in the precast beam, a second through hole penetrating up and down is formed in the mounting groove, the inserting part is inserted into the mounting groove, a plurality of second connecting rods are arranged in the mounting groove, and a second connecting plate is arranged on each second connecting rod. Compared with the prior art, the problems that after the precast beam and the stand column are horizontally spliced, due to narrow gaps, vertical full-length steel bars are difficult to insert for fixation during construction, long time needs to be consumed, and the construction efficiency is low can be solved.
本发明公开了一种预制梁与立柱节点连接结构，其包括：立柱主体，立柱主体上设置有插接部，插接部上设置有第一容纳槽，第一容纳槽内设置有多个第一连接杆，第一连接杆的一端位于立柱主体内，第一连接杆的另一端设置有第一连接板，第一连接板位于容纳槽内，第一连接板上设置有第一通孔；预制梁，预制梁上设置有安装槽，安装槽上设置有上下贯穿的第二通孔，插接部插接在安装槽内，安装槽内设置多个第二连接杆，第二连接杆上设置有第二连接板。本发明相较于现有技术可以解决预制梁与立柱水平拼合后，由于缝隙狭小，施工时插入竖向通长钢筋进行固定比较困难，需要耗费比较长的时间，导致施工效率低下的问题。
Precast beam and stand column joint connecting structure
一种预制梁与立柱节点连接结构
LU BIN (author) / ZHU HUANJIE (author) / WANG LIMING (author) / HAO BIN (author) / WANG LICHAO (author) / LU YAOWU (author)
2024-03-01
Patent
Electronic Resource
Chinese
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