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A platform for research: civil engineering, architecture and urbanism
Self-balancing lap joint column conversion structure of inclined web member truss
The invention discloses a self-balancing lap joint column conversion structure of an inclined web member truss, relates to the technical field of structural engineering, and solves the problems that an existing conversion structure causes mutation of lateral rigidity of the structure, and the existing lap joint column conversion structure is narrow in application range . The self-balancing lap joint column conversion structure of the inclined web member truss comprises a lap joint upper column, a lap joint lower column, a lap joint block, a connecting vertical component, an upper chord member,a lower chord member and an inclined web member, wherein the upper chord member, the lower chord member and the inclined web member form a self-balancing truss, the upper chord member, the lower chord member and the inclined web member are all connected with the lap joint block and the peripheral vertical components, the introduction of the self-balancing truss can self-balance the axial force ofupper and lower floor beam plates of the lap joint block, so that the shearing force of connected vertical components is greatly reduced, the lateral rigidity mutation of the structure can be reduced, the anti-seismic property of the conversion structure is improved, and the structure is particularly suitable for high-position conversion. The conversion structure can be used for various high-riseand super high-rise conversion structures.
本发明公开了一种斜腹杆桁架自平衡搭接柱转换结构，涉及结构工程技术领域，可以解决现有转换结构导致结构侧向刚度突变以及现有搭接柱转换结构适用范围较窄的问题，本发明的斜腹杆桁架自平衡搭接柱转换结构包括搭接上柱、搭接下柱、搭接块、相连竖向构件、上弦杆、下弦杆和斜腹杆，其中，上弦杆、下弦杆及斜腹杆构成自平衡桁架，上弦杆、下弦杆及斜腹杆均与搭接块及周边竖向构件连接，自平衡桁架的引入可以自平衡搭接块上下楼盖梁板的轴力，从而大大减小相连竖向构件剪力，同时也可减小结构侧向刚度突变，改善转换结构抗震性能，尤其适用于高位转换。本发明可用于各种高层及超高层转换结构。
Self-balancing lap joint column conversion structure of inclined web member truss
The invention discloses a self-balancing lap joint column conversion structure of an inclined web member truss, relates to the technical field of structural engineering, and solves the problems that an existing conversion structure causes mutation of lateral rigidity of the structure, and the existing lap joint column conversion structure is narrow in application range . The self-balancing lap joint column conversion structure of the inclined web member truss comprises a lap joint upper column, a lap joint lower column, a lap joint block, a connecting vertical component, an upper chord member,a lower chord member and an inclined web member, wherein the upper chord member, the lower chord member and the inclined web member form a self-balancing truss, the upper chord member, the lower chord member and the inclined web member are all connected with the lap joint block and the peripheral vertical components, the introduction of the self-balancing truss can self-balance the axial force ofupper and lower floor beam plates of the lap joint block, so that the shearing force of connected vertical components is greatly reduced, the lateral rigidity mutation of the structure can be reduced, the anti-seismic property of the conversion structure is improved, and the structure is particularly suitable for high-position conversion. The conversion structure can be used for various high-riseand super high-rise conversion structures.
本发明公开了一种斜腹杆桁架自平衡搭接柱转换结构，涉及结构工程技术领域，可以解决现有转换结构导致结构侧向刚度突变以及现有搭接柱转换结构适用范围较窄的问题，本发明的斜腹杆桁架自平衡搭接柱转换结构包括搭接上柱、搭接下柱、搭接块、相连竖向构件、上弦杆、下弦杆和斜腹杆，其中，上弦杆、下弦杆及斜腹杆构成自平衡桁架，上弦杆、下弦杆及斜腹杆均与搭接块及周边竖向构件连接，自平衡桁架的引入可以自平衡搭接块上下楼盖梁板的轴力，从而大大减小相连竖向构件剪力，同时也可减小结构侧向刚度突变，改善转换结构抗震性能，尤其适用于高位转换。本发明可用于各种高层及超高层转换结构。
Self-balancing lap joint column conversion structure of inclined web member truss
一种斜腹杆桁架自平衡搭接柱转换结构
WU BING (author) / FU XUEYI (author) / MENG MEILI (author) / HUANG CHUANNING (author) / YANG ZEHUI (author) / CHEN LIJIA (author) / FENG YEWEN (author) / CHEN SONGLIANG (author) / HU YUNXIA (author) / WANG SHUYUAN (author)
2021-03-26
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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