Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Reinforced concrete suspension truss structure for traditional style large-span building
The invention discloses a reinforced concrete suspension truss structure for a traditional style large-span building. The truss upper chord and the truss lower chord are arranged on the adjacent floor portions respectively, the truss upper chord is located above the truss lower chord, and the length of the truss upper chord is smaller than that of the truss lower chord. The first vertical web member, the truss upper chord and the second vertical web member are sequentially connected and form a rectangular structure with part of the truss lower chord, and the end, away from the truss upper chord, of the second vertical web member is connected with one end of the truss lower chord. The pressed diagonal web member and the pulled diagonal web member are located in the rectangular structure and form a triangular structure with the partial truss lower chord, and the pressed diagonal web member is close to the second vertical web member; the two support columns are arranged at the two ends of the truss lower chord respectively. Therefore, the force of the upper structure can be transmitted to the foundation, the lower chord of the large-span truss can be suspended, safety and reliability of the whole structure are guaranteed, the anti-seismic property of the whole structure is improved, and perfect unification of the traditional building style and the large-span function requirement is achieved.
本申请公开了用于传统风格大跨度建筑的钢筋混凝土悬挂桁架结构。桁架上弦和桁架下弦分别设置于相邻楼层部位，桁架上弦位于桁架下弦的上方，桁架上弦的长度小于桁架下弦的长度；第一竖腹杆、桁架上弦和第二竖腹杆依次连接，且与部分桁架下弦构成矩形结构，第二竖腹杆的远离桁架上弦的一端与桁架下弦的一端连接；受压斜腹杆和受拉斜腹杆位于矩形结构内，且与部分桁架下弦构成三角形结构，受压斜腹杆靠近于第二竖腹杆；两个支座柱分别设置于桁架下弦的两端。因此，本申请实施例既可以将上部结构的力传递于地基基础，又可以将大跨度桁架下弦悬挂，保证整体结构的安全可靠，提高整体结构的抗震性能，实现传统建筑风格与大跨度功能需求的完美统一。
Reinforced concrete suspension truss structure for traditional style large-span building
The invention discloses a reinforced concrete suspension truss structure for a traditional style large-span building. The truss upper chord and the truss lower chord are arranged on the adjacent floor portions respectively, the truss upper chord is located above the truss lower chord, and the length of the truss upper chord is smaller than that of the truss lower chord. The first vertical web member, the truss upper chord and the second vertical web member are sequentially connected and form a rectangular structure with part of the truss lower chord, and the end, away from the truss upper chord, of the second vertical web member is connected with one end of the truss lower chord. The pressed diagonal web member and the pulled diagonal web member are located in the rectangular structure and form a triangular structure with the partial truss lower chord, and the pressed diagonal web member is close to the second vertical web member; the two support columns are arranged at the two ends of the truss lower chord respectively. Therefore, the force of the upper structure can be transmitted to the foundation, the lower chord of the large-span truss can be suspended, safety and reliability of the whole structure are guaranteed, the anti-seismic property of the whole structure is improved, and perfect unification of the traditional building style and the large-span function requirement is achieved.
本申请公开了用于传统风格大跨度建筑的钢筋混凝土悬挂桁架结构。桁架上弦和桁架下弦分别设置于相邻楼层部位，桁架上弦位于桁架下弦的上方，桁架上弦的长度小于桁架下弦的长度；第一竖腹杆、桁架上弦和第二竖腹杆依次连接，且与部分桁架下弦构成矩形结构，第二竖腹杆的远离桁架上弦的一端与桁架下弦的一端连接；受压斜腹杆和受拉斜腹杆位于矩形结构内，且与部分桁架下弦构成三角形结构，受压斜腹杆靠近于第二竖腹杆；两个支座柱分别设置于桁架下弦的两端。因此，本申请实施例既可以将上部结构的力传递于地基基础，又可以将大跨度桁架下弦悬挂，保证整体结构的安全可靠，提高整体结构的抗震性能，实现传统建筑风格与大跨度功能需求的完美统一。
Reinforced concrete suspension truss structure for traditional style large-span building
用于传统风格大跨度建筑的钢筋混凝土悬挂桁架结构
WANG JUN (Autor:in) / TAO BEILIN (Autor:in) / JIA JUNMING (Autor:in) / CHE SHUNLI (Autor:in)
02.01.2024
Patent
Elektronische Ressource
Chinesisch
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