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Hinge assembly type frame beam supporting structure connected through studs and construction method of hinge assembly type frame beam supporting structure
The hinge assembly type frame beam supporting structure comprises cross-shaped precast beams, L-shaped precast beams, T-shaped precast beams, anchor cables, precast pile foundations and stud connecting pieces, the L-shaped precast beams are located at the upper left corner and the upper right corner, the two ends of each L-shaped precast beam are connected with the corresponding T-shaped precast beam, the cross-shaped precast beams are connected between the T-shaped precast beams, and the anchor cables are connected between the T-shaped precast beams. The lower ends of the lowermost cross-shaped precast beam and the T-shaped precast beam are connected with precast pile foundations in a pouring mode, and the precast beams are hinged through stud connecting pieces. The assembly units comprise the prefabricated component beams, the stud connecting pieces, the anchor cables and the prefabricated pile foundations, the prefabricated component beams are connected through the stud connecting pieces, the installation mode is simple and rapid, only one ends of the stud connecting pieces need to penetrate through the stud holes, the other ends of the stud connecting pieces are welded, prestress can be tensioned after the assembly units are connected, and the supporting efficiency is greatly improved; and the phenomena of long construction period and uneven construction quality are solved.
本发明公开了一种栓钉连接的铰接装配式框架梁支护结构及其施工方法,包括:十字型预制梁、L型预制梁、T型预制梁、锚索、预制桩基和栓钉连接件,L型预制梁位于左右上角,L型预制梁两端连接T型预制梁,T型预制梁之间连接十字型预制梁,最下方的十字型预制梁和T型预制梁下端浇注连接预制桩基,预制梁之间通过栓钉连接件铰接。本发明装配单元为预制构件梁、栓钉连接件、锚索、预制桩基,预制构件梁通过栓钉连接件连接,安装方式简单快捷,只需将栓钉连接件的一端穿过栓钉孔,另一端焊接即可,连接装配单元以后即可张拉预应力、极大地提高了支护效率,解决了施工周期长、施工质量良莠不齐的现象。
Hinge assembly type frame beam supporting structure connected through studs and construction method of hinge assembly type frame beam supporting structure
The hinge assembly type frame beam supporting structure comprises cross-shaped precast beams, L-shaped precast beams, T-shaped precast beams, anchor cables, precast pile foundations and stud connecting pieces, the L-shaped precast beams are located at the upper left corner and the upper right corner, the two ends of each L-shaped precast beam are connected with the corresponding T-shaped precast beam, the cross-shaped precast beams are connected between the T-shaped precast beams, and the anchor cables are connected between the T-shaped precast beams. The lower ends of the lowermost cross-shaped precast beam and the T-shaped precast beam are connected with precast pile foundations in a pouring mode, and the precast beams are hinged through stud connecting pieces. The assembly units comprise the prefabricated component beams, the stud connecting pieces, the anchor cables and the prefabricated pile foundations, the prefabricated component beams are connected through the stud connecting pieces, the installation mode is simple and rapid, only one ends of the stud connecting pieces need to penetrate through the stud holes, the other ends of the stud connecting pieces are welded, prestress can be tensioned after the assembly units are connected, and the supporting efficiency is greatly improved; and the phenomena of long construction period and uneven construction quality are solved.
本发明公开了一种栓钉连接的铰接装配式框架梁支护结构及其施工方法,包括:十字型预制梁、L型预制梁、T型预制梁、锚索、预制桩基和栓钉连接件,L型预制梁位于左右上角,L型预制梁两端连接T型预制梁,T型预制梁之间连接十字型预制梁,最下方的十字型预制梁和T型预制梁下端浇注连接预制桩基,预制梁之间通过栓钉连接件铰接。本发明装配单元为预制构件梁、栓钉连接件、锚索、预制桩基,预制构件梁通过栓钉连接件连接,安装方式简单快捷,只需将栓钉连接件的一端穿过栓钉孔,另一端焊接即可,连接装配单元以后即可张拉预应力、极大地提高了支护效率,解决了施工周期长、施工质量良莠不齐的现象。
Hinge assembly type frame beam supporting structure connected through studs and construction method of hinge assembly type frame beam supporting structure
一种栓钉连接的铰接装配式框架梁支护结构及其施工方法
YE SHUAIHUA (Autor:in) / ZHANG SHICHENG (Autor:in) / ZHANG JUN (Autor:in) / GAO FENGFENG (Autor:in) / ZHU LONGWEI (Autor:in) / LI CAN (Autor:in) / WANG YI (Autor:in) / SHEN ZHIYUAN (Autor:in)
04.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
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