Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stiffened corrugated steel plate module assembly type high-rise steel structure shear wall system
The invention belongs to the technical field of structural engineering, and discloses a stiffening corrugated steel plate module assembly type high-rise steel structure shear wall system. Lateral force resisting module units provided with stiffening corrugated steel plate walls are vertically stacked, and column-column grouting connection and beam-beam bolt connection between the module units are implemented, so that the reinforced corrugated steel plate wall is constructed and formed. After module double beams are connected through bolts to form an integral composite beam, the lateral force resisting module units are stacked to form a vertical continuous lateral force resisting system, and then the deformation mode and the force transmission mechanism which are the same as those of a traditional structure can be achieved. The modular high-rise steel structure stiffening corrugated steel plate shear wall system can be formed through full-module assembling, the anti-seismic property and the construction efficiency of a pure modular steel structure can be remarkably improved, and an effective path is explored for application and popularization of the modular high-rise steel structure.
本发明属于结构工程技术领域，公开一种加劲波形钢板模块装配式高层钢结构剪力墙体系。通过将布置有加劲波形钢板墙的抗侧力模块单元进行竖向堆叠，并实施模块单元之间的柱‑柱灌浆连接以及梁‑梁螺栓连接之后而构建形成的。在将模块“双梁”通过螺栓连接而形成一根整体的组合梁之后，抗侧力模块单元堆叠起来便能够形成竖向连续的抗侧力体系，进而可以达到与传统结构相同的变形模式以及传力机理。本发明提出的模块化高层钢结构加劲波形钢板剪力墙体系可通过全模块装配来形成，它能够显著地提升纯模块化钢结构的抗震性能以及施工效率，为模块化高层钢结构的推广应用探寻出了一条有效的路径。
Stiffened corrugated steel plate module assembly type high-rise steel structure shear wall system
The invention belongs to the technical field of structural engineering, and discloses a stiffening corrugated steel plate module assembly type high-rise steel structure shear wall system. Lateral force resisting module units provided with stiffening corrugated steel plate walls are vertically stacked, and column-column grouting connection and beam-beam bolt connection between the module units are implemented, so that the reinforced corrugated steel plate wall is constructed and formed. After module double beams are connected through bolts to form an integral composite beam, the lateral force resisting module units are stacked to form a vertical continuous lateral force resisting system, and then the deformation mode and the force transmission mechanism which are the same as those of a traditional structure can be achieved. The modular high-rise steel structure stiffening corrugated steel plate shear wall system can be formed through full-module assembling, the anti-seismic property and the construction efficiency of a pure modular steel structure can be remarkably improved, and an effective path is explored for application and popularization of the modular high-rise steel structure.
本发明属于结构工程技术领域，公开一种加劲波形钢板模块装配式高层钢结构剪力墙体系。通过将布置有加劲波形钢板墙的抗侧力模块单元进行竖向堆叠，并实施模块单元之间的柱‑柱灌浆连接以及梁‑梁螺栓连接之后而构建形成的。在将模块“双梁”通过螺栓连接而形成一根整体的组合梁之后，抗侧力模块单元堆叠起来便能够形成竖向连续的抗侧力体系，进而可以达到与传统结构相同的变形模式以及传力机理。本发明提出的模块化高层钢结构加劲波形钢板剪力墙体系可通过全模块装配来形成，它能够显著地提升纯模块化钢结构的抗震性能以及施工效率，为模块化高层钢结构的推广应用探寻出了一条有效的路径。
Stiffened corrugated steel plate module assembly type high-rise steel structure shear wall system
一种加劲波形钢板模块装配式高层钢结构剪力墙体系
OU JINPING (Autor:in) / FENG LIFEI (Autor:in)
30.08.2024
Patent
Elektronische Ressource
Chinesisch
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