Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prestressed damping connection structure of building members
The invention discloses a prestressed damping connection structure of building members, and belongs to the technical field of the building members of steel structure buildings. The prestressed dampingconnection structure comprises two vertically connected straw building members I and II, wherein each of the straw building member I and the straw building member II comprises C section steel I and Csection steel II which are buckled and form a columnar inner chamber, and a columnar straw and sawdust compaction body is matched and arranged in the inner chamber in a sleeved mode; the edges of thetwo sides of the C section steel I and the C section steel II are fixed to the straw and sawdust compaction body together through section steel rivets to form a combination body; and a damper is arranged on the threaded segment of the end part of a prestressed longitudinal tension bar of the straw building member I. The building members can be applied to a column system and a wall system, the longitudinal prestressed tension bar at the end part of each building member penetrates through and is vertically connected with the corresponding building member from the end part, a transverse prestressed tension bar at the middle part of each building member can also connect the adjacent building members into one and meanwhile apply transverse prestress, and the longitudinal prestress and transverse prestress are combined to realize the connection relation of prestress of the building members.
本发明公开了一种建筑构件预应力减震阻尼连接结构，属于属于钢结构建筑房屋建筑构件技术领域，包括垂直连接的两个秸秆建筑构件一和二，其中，秸秆建筑构件一和秸秆建筑构件二都包括对扣的C型钢一和C型钢二组成柱状内腔，内腔中匹配套装柱状的秸秆木屑压实体，C型钢一和C型钢二的两侧边缘与秸秆木屑压实体之间通过型钢铆钉固定在一起，形成组合体，还在秸秆建筑构件一的预应力纵拉筋端部的螺纹段上安装有减震阻尼器。本发明建筑构件能够应用于柱体系和墙体系，其端部的纵向预应力拉筋能够从端部贯穿连接对应的垂直连接建筑构件，其中部的横向预应力拉筋还能将相邻各层建筑构件连接为一体且同时施加横向预应力，利用纵向预应力和横向预应力结合实现各个建筑构件预应力连接关系。
Prestressed damping connection structure of building members
The invention discloses a prestressed damping connection structure of building members, and belongs to the technical field of the building members of steel structure buildings. The prestressed dampingconnection structure comprises two vertically connected straw building members I and II, wherein each of the straw building member I and the straw building member II comprises C section steel I and Csection steel II which are buckled and form a columnar inner chamber, and a columnar straw and sawdust compaction body is matched and arranged in the inner chamber in a sleeved mode; the edges of thetwo sides of the C section steel I and the C section steel II are fixed to the straw and sawdust compaction body together through section steel rivets to form a combination body; and a damper is arranged on the threaded segment of the end part of a prestressed longitudinal tension bar of the straw building member I. The building members can be applied to a column system and a wall system, the longitudinal prestressed tension bar at the end part of each building member penetrates through and is vertically connected with the corresponding building member from the end part, a transverse prestressed tension bar at the middle part of each building member can also connect the adjacent building members into one and meanwhile apply transverse prestress, and the longitudinal prestress and transverse prestress are combined to realize the connection relation of prestress of the building members.
本发明公开了一种建筑构件预应力减震阻尼连接结构，属于属于钢结构建筑房屋建筑构件技术领域，包括垂直连接的两个秸秆建筑构件一和二，其中，秸秆建筑构件一和秸秆建筑构件二都包括对扣的C型钢一和C型钢二组成柱状内腔，内腔中匹配套装柱状的秸秆木屑压实体，C型钢一和C型钢二的两侧边缘与秸秆木屑压实体之间通过型钢铆钉固定在一起，形成组合体，还在秸秆建筑构件一的预应力纵拉筋端部的螺纹段上安装有减震阻尼器。本发明建筑构件能够应用于柱体系和墙体系，其端部的纵向预应力拉筋能够从端部贯穿连接对应的垂直连接建筑构件，其中部的横向预应力拉筋还能将相邻各层建筑构件连接为一体且同时施加横向预应力，利用纵向预应力和横向预应力结合实现各个建筑构件预应力连接关系。
Prestressed damping connection structure of building members
建筑构件预应力减震阻尼连接结构
WEI LUSHUANG (Autor:in) / SHI LI (Autor:in) / LIU SHANGWEI (Autor:in) / WEI QUN (Autor:in) / HAO SHIYUE (Autor:in)
17.04.2020
Patent
Elektronische Ressource
Chinesisch