Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stiff type steel structure and machining method of stiff type steel structure
The invention discloses a stiff section steel structure and a machining method of the stiff section steel structure. The machining method comprises the steps that transverse stirrup through holes allowing transverse stirrups to be installed in a penetrating mode are formed in the side edges of H-shaped stiff section steel; a plurality of transverse stirrup through holes are distributed in the upper surface and the lower surface of the H-shaped stiff profile steel at intervals on the same horizontal line; and the reinforcing block is welded and fixed on the side edge and the middle joint edge of the H-shaped stiff profile steel. The multiple reinforcing blocks are distributed on the upper face and the lower face of the H-shaped stiff profile steel at intervals, the multiple reinforcing blocks are distributed on the upper connecting edge and the lower connecting edge of the H-shaped stiff profile steel, and the transverse stirrup through holes are located between the two reinforcing blocks. The ratio of the thickness L1 of the H-shaped stiff profile steel to the thickness L2 of the reinforcing blocks to the distance H between the reinforcing blocks to the diameter phi of the transverse stirrup through holes 11 is 3: 4: 7: 6. When the two sides of the H-shaped stiff profile steel are stressed, the two sides of the H-shaped stiff profile steel are reinforced through the reinforcing blocks, and the problem that the two sides of the H-shaped stiff profile steel structure are insufficient in stress is solved.
本发明公开了一种劲性型钢结构及劲性型钢结构的加工方法，包括：H型劲性型钢侧边上设有供横向箍筋贯穿安装的横向箍筋通孔；横向箍筋通孔为同水平线间隔分布在H型劲性型钢上下面的多个；焊接固定在H型劲性型钢侧边与中部交接边的加强块。所述加强块为间隔分布在H型劲性型钢上下面的多个，多个加强块分布在H型劲性型钢的上下四个交接边，横向箍筋通孔位于两个加强块之间。所述H型劲性型钢厚度L1、加强块厚度L2、加强块间距H、横向箍筋通孔11直径Φ之比为3：4：7：6。在H型劲性型钢两侧受力时通过加强块来增强H型劲性型钢两侧，解决H型劲性型钢结构两侧受力不足的问题。
Stiff type steel structure and machining method of stiff type steel structure
The invention discloses a stiff section steel structure and a machining method of the stiff section steel structure. The machining method comprises the steps that transverse stirrup through holes allowing transverse stirrups to be installed in a penetrating mode are formed in the side edges of H-shaped stiff section steel; a plurality of transverse stirrup through holes are distributed in the upper surface and the lower surface of the H-shaped stiff profile steel at intervals on the same horizontal line; and the reinforcing block is welded and fixed on the side edge and the middle joint edge of the H-shaped stiff profile steel. The multiple reinforcing blocks are distributed on the upper face and the lower face of the H-shaped stiff profile steel at intervals, the multiple reinforcing blocks are distributed on the upper connecting edge and the lower connecting edge of the H-shaped stiff profile steel, and the transverse stirrup through holes are located between the two reinforcing blocks. The ratio of the thickness L1 of the H-shaped stiff profile steel to the thickness L2 of the reinforcing blocks to the distance H between the reinforcing blocks to the diameter phi of the transverse stirrup through holes 11 is 3: 4: 7: 6. When the two sides of the H-shaped stiff profile steel are stressed, the two sides of the H-shaped stiff profile steel are reinforced through the reinforcing blocks, and the problem that the two sides of the H-shaped stiff profile steel structure are insufficient in stress is solved.
本发明公开了一种劲性型钢结构及劲性型钢结构的加工方法，包括：H型劲性型钢侧边上设有供横向箍筋贯穿安装的横向箍筋通孔；横向箍筋通孔为同水平线间隔分布在H型劲性型钢上下面的多个；焊接固定在H型劲性型钢侧边与中部交接边的加强块。所述加强块为间隔分布在H型劲性型钢上下面的多个，多个加强块分布在H型劲性型钢的上下四个交接边，横向箍筋通孔位于两个加强块之间。所述H型劲性型钢厚度L1、加强块厚度L2、加强块间距H、横向箍筋通孔11直径Φ之比为3：4：7：6。在H型劲性型钢两侧受力时通过加强块来增强H型劲性型钢两侧，解决H型劲性型钢结构两侧受力不足的问题。
Stiff type steel structure and machining method of stiff type steel structure
一种劲性型钢结构及劲性型钢结构的加工方法
ZUO HAIHONG (Autor:in) / CUI CHONG (Autor:in) / JIANG KUN (Autor:in) / LIU XUAN (Autor:in) / QIN HE (Autor:in) / ZHAO HONGXIA (Autor:in) / FU RUBIN (Autor:in) / ZHOU YUTING (Autor:in) / ZHAO XU (Autor:in)
01.02.2022
Patent
Elektronische Ressource
Chinesisch
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