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Triangular support herringbone space special-shaped arch frame roof structure and construction method thereof
The invention relates to a triangular support herringbone space special-shaped lagging jack roof structure and a construction method thereof, the roof structure comprises a main lagging jack with a herringbone plane, the middle part of the main lagging jack is arched upwards, and the triangular end part is fixed with a main body structure; the upright posts surround the edge of the roof and are fixed on the main body structure at intervals; the pull rods are located on the peripheries of the stand columns, and the pull rods are connected between the tops of the stand columns and the main body structure in a pulling mode in a one-to-one correspondence mode; the tie bars surround the edge of the roof and are connected between every two adjacent stand columns, and the pull rods are connected to the tie bars; and the stiff cables are connected between the main arch frame and the tie bars at intervals, are connected to the stand columns in a one-to-one correspondence manner, and are connected to the pull rods in a one-to-one correspondence manner. The technical problem that the construction period is long due to the fact that multiple structures of a complex steel structure roof cannot be constructed together in the prior art is solved. The shock resistance and the stability of the whole structure are improved.
本发明涉及一种三角支撑人字形空间异形拱架屋面结构及其施工方法,屋面结构包括:平面呈人字形的主拱架、该主拱架的中部向上拱起、且三角端部与主体结构固定;围绕屋面边缘且与间隔固定主体结构上的多根立柱;位于多根该立柱外围的多根拉杆,该拉杆一一对应拉结于该立柱顶部与该主体结构之间;围绕屋面边缘且连接于每相邻两根该立柱之间的多根系杆,该拉杆连接于该系杆;间隔连接于该主拱架与该系杆之间的多根劲性索,该劲性索一一对应连接于该立柱,该劲性索一一对应连接于该拉杆。本发明解决了现有技术中复杂钢结构屋面不能够多个结构共同施工而导致施工周期长的技术问题。本发明提高了结构整体的抗震性和稳定性。
Triangular support herringbone space special-shaped arch frame roof structure and construction method thereof
The invention relates to a triangular support herringbone space special-shaped lagging jack roof structure and a construction method thereof, the roof structure comprises a main lagging jack with a herringbone plane, the middle part of the main lagging jack is arched upwards, and the triangular end part is fixed with a main body structure; the upright posts surround the edge of the roof and are fixed on the main body structure at intervals; the pull rods are located on the peripheries of the stand columns, and the pull rods are connected between the tops of the stand columns and the main body structure in a pulling mode in a one-to-one correspondence mode; the tie bars surround the edge of the roof and are connected between every two adjacent stand columns, and the pull rods are connected to the tie bars; and the stiff cables are connected between the main arch frame and the tie bars at intervals, are connected to the stand columns in a one-to-one correspondence manner, and are connected to the pull rods in a one-to-one correspondence manner. The technical problem that the construction period is long due to the fact that multiple structures of a complex steel structure roof cannot be constructed together in the prior art is solved. The shock resistance and the stability of the whole structure are improved.
本发明涉及一种三角支撑人字形空间异形拱架屋面结构及其施工方法,屋面结构包括:平面呈人字形的主拱架、该主拱架的中部向上拱起、且三角端部与主体结构固定;围绕屋面边缘且与间隔固定主体结构上的多根立柱;位于多根该立柱外围的多根拉杆,该拉杆一一对应拉结于该立柱顶部与该主体结构之间;围绕屋面边缘且连接于每相邻两根该立柱之间的多根系杆,该拉杆连接于该系杆;间隔连接于该主拱架与该系杆之间的多根劲性索,该劲性索一一对应连接于该立柱,该劲性索一一对应连接于该拉杆。本发明解决了现有技术中复杂钢结构屋面不能够多个结构共同施工而导致施工周期长的技术问题。本发明提高了结构整体的抗震性和稳定性。
Triangular support herringbone space special-shaped arch frame roof structure and construction method thereof
三角支撑人字形空间异形拱架屋面结构及其施工方法
SHI WENJING (author) / WANG XIN (author) / SUN JIAQI (author)
2024-02-06
Patent
Electronic Resource
Chinese
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