Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Full-rigid-connection orthogonal laminated wood coupled shear wall based on steel plate constraint
The invention relates to a full-rigid connection orthogonal laminated wood coupled shear wall based on steel plate constraint, the shear wall is of a multi-layer structure from bottom to top, and each layer of structure comprises two orthogonal laminated wood shear walls which are transversely connected through a laminated wood coupling beam; the left beam end and the right beam end of the laminated wood coupling beam are fixedly connected with the orthogonal laminated wood shear walls through the connecting pieces of the orthogonal laminated wood wall columns and the coupling beam respectively, and the two orthogonal laminated wood shear wall toes in the lowermost layer structure are fixedly connected with the foundation through the connecting pieces of the orthogonal laminated wood wall columns and the foundation. And the orthogonal laminated wood shear walls at the corresponding positions in each layer of structure above the lowermost layer of structure are connected through high-strength bolts. The connecting structure has the advantages that the lateral resistance is good, the defect that wood at the bolt connecting position is prone to cross grain splitting damage is overcome, the rigidity of the connecting position of the shear wall and the connecting beam and the connecting position of the wall toe and the foundation are large, and the assembly degree is high.
本发明涉及一种基于钢板约束的全刚接正交胶合木联肢剪力墙，该剪力墙为由下至上的多层结构，每层结构均包括通过胶合木连梁横向连接的两个正交胶合木剪力墙，所述的胶合木连梁的左右梁端分别通过正交胶合木墙肢与连梁的连接件与正交胶合木剪力墙固接，最下层结构中的两个正交胶合木剪力墙墙趾通过正交胶合木墙肢与基础的连接件与基础固定连接，最下层结构以上的每层结构中对应位置的正交胶合木剪力墙通过高强螺栓连接，与现有技术相比，本发明具有抗侧性能好、改善螺栓连接处木材易发生横纹劈裂破坏的缺点、剪力墙与连梁节点和墙趾与基础连接处刚度大、装配化程度高等优点。
Full-rigid-connection orthogonal laminated wood coupled shear wall based on steel plate constraint
The invention relates to a full-rigid connection orthogonal laminated wood coupled shear wall based on steel plate constraint, the shear wall is of a multi-layer structure from bottom to top, and each layer of structure comprises two orthogonal laminated wood shear walls which are transversely connected through a laminated wood coupling beam; the left beam end and the right beam end of the laminated wood coupling beam are fixedly connected with the orthogonal laminated wood shear walls through the connecting pieces of the orthogonal laminated wood wall columns and the coupling beam respectively, and the two orthogonal laminated wood shear wall toes in the lowermost layer structure are fixedly connected with the foundation through the connecting pieces of the orthogonal laminated wood wall columns and the foundation. And the orthogonal laminated wood shear walls at the corresponding positions in each layer of structure above the lowermost layer of structure are connected through high-strength bolts. The connecting structure has the advantages that the lateral resistance is good, the defect that wood at the bolt connecting position is prone to cross grain splitting damage is overcome, the rigidity of the connecting position of the shear wall and the connecting beam and the connecting position of the wall toe and the foundation are large, and the assembly degree is high.
本发明涉及一种基于钢板约束的全刚接正交胶合木联肢剪力墙，该剪力墙为由下至上的多层结构，每层结构均包括通过胶合木连梁横向连接的两个正交胶合木剪力墙，所述的胶合木连梁的左右梁端分别通过正交胶合木墙肢与连梁的连接件与正交胶合木剪力墙固接，最下层结构中的两个正交胶合木剪力墙墙趾通过正交胶合木墙肢与基础的连接件与基础固定连接，最下层结构以上的每层结构中对应位置的正交胶合木剪力墙通过高强螺栓连接，与现有技术相比，本发明具有抗侧性能好、改善螺栓连接处木材易发生横纹劈裂破坏的缺点、剪力墙与连梁节点和墙趾与基础连接处刚度大、装配化程度高等优点。
Full-rigid-connection orthogonal laminated wood coupled shear wall based on steel plate constraint
一种基于钢板约束的全刚接正交胶合木联肢剪力墙
SUN XIAOFENG (Autor:in) / WANG ZHONG'ER (Autor:in) / LI ZHENG (Autor:in) / HE MINJUAN (Autor:in) / SHU ZHAN (Autor:in)
20.05.2022
Patent
Elektronische Ressource
Chinesisch
Energy dissipation type orthogonal laminated wood shear wall
| Europäisches Patentamt | 2020
Orthogonal laminated wood shear wall fabricated connecting structure
| Europäisches Patentamt | 2020
| Europäisches Patentamt | 2022
Self-resetting anti-seismic orthogonal laminated wood shear wall
| Europäisches Patentamt | 2024
Orthogonal connection method of steel plate-concrete composite shear wall and concrete shear wall
| Europäisches Patentamt | 2015