A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Sleeve type flange connection modular steel structure system
The invention provides a sleeve type flange connection modular steel structure system. The sleeve type flange connection modular steel structure system comprises a plurality of splicing units. In the height, the splicing unit on the bottommost layer is connected with a foundation through an energy consumption structure; the energy consumption structure comprises an upper connecting pipe, an energy consumption cylinder and a lower connecting pipe; the energy consumption cylinder comprises an upper connecting piece, a lower connecting piece and an energy consumption plate; the resetting structure comprises an anchoring top plate which is relatively and fixedly arranged on the upper connecting piece, an anchoring bottom plate which is relatively and fixedly arranged on the lower connecting piece, and a resetting spring; the arc-shaped batten is made of energy-dissipation soft steel, and the two ends of the arc-shaped batten are fixedly connected with the anchoring top plate and the anchoring bottom plate; the one or more arc-shaped battens are selectively arranged on the outer sides of the one or more reset springs and used for reinforcing part or all of the failed energy consumption plates facing the reset springs. When the upper connecting pipe and the splicing units displace relative to the lower connecting pipe, the arc-shaped battens deform accordingly, and the energy dissipation function is achieved.
本发明提供了一种套筒式法兰连接模块化钢结构体系，其包括多个拼接单元；在高度上，最底层的所述拼接单元通过耗能结构与基础连接；所述耗能结构包括：上连接管、耗能筒和下连接管；耗能筒包括：上连接件、下连接件和耗能板；还包括复位结构，复位结构包括：上连接件上相对固定设置的锚固顶板、下连接件上相对固定设置的锚固底板以及复位弹簧；还包括由耗能软钢制成的弧形板条，弧形板条的两端与锚固顶板和锚固底板固定连接；一个或若干个弧形板条可选择地设置在一个或若干个复位弹簧的外侧，用于对该复位弹簧所面对的部分或全部失效的耗能板进行补强。当上连接管和拼接单元相对下连接管发生位移时，弧形板条随之发生形变并起到耗能的功能。
Sleeve type flange connection modular steel structure system
The invention provides a sleeve type flange connection modular steel structure system. The sleeve type flange connection modular steel structure system comprises a plurality of splicing units. In the height, the splicing unit on the bottommost layer is connected with a foundation through an energy consumption structure; the energy consumption structure comprises an upper connecting pipe, an energy consumption cylinder and a lower connecting pipe; the energy consumption cylinder comprises an upper connecting piece, a lower connecting piece and an energy consumption plate; the resetting structure comprises an anchoring top plate which is relatively and fixedly arranged on the upper connecting piece, an anchoring bottom plate which is relatively and fixedly arranged on the lower connecting piece, and a resetting spring; the arc-shaped batten is made of energy-dissipation soft steel, and the two ends of the arc-shaped batten are fixedly connected with the anchoring top plate and the anchoring bottom plate; the one or more arc-shaped battens are selectively arranged on the outer sides of the one or more reset springs and used for reinforcing part or all of the failed energy consumption plates facing the reset springs. When the upper connecting pipe and the splicing units displace relative to the lower connecting pipe, the arc-shaped battens deform accordingly, and the energy dissipation function is achieved.
本发明提供了一种套筒式法兰连接模块化钢结构体系，其包括多个拼接单元；在高度上，最底层的所述拼接单元通过耗能结构与基础连接；所述耗能结构包括：上连接管、耗能筒和下连接管；耗能筒包括：上连接件、下连接件和耗能板；还包括复位结构，复位结构包括：上连接件上相对固定设置的锚固顶板、下连接件上相对固定设置的锚固底板以及复位弹簧；还包括由耗能软钢制成的弧形板条，弧形板条的两端与锚固顶板和锚固底板固定连接；一个或若干个弧形板条可选择地设置在一个或若干个复位弹簧的外侧，用于对该复位弹簧所面对的部分或全部失效的耗能板进行补强。当上连接管和拼接单元相对下连接管发生位移时，弧形板条随之发生形变并起到耗能的功能。
Sleeve type flange connection modular steel structure system
一种套筒式法兰连接模块化钢结构体系
LI YANGLONG (author) / WU BINGLONG (author) / ZHANG YANXIA (author) / WANG XUDONG (author)
2024-03-19
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Modular steel structure steel column flange type splicing joint structure and analysis method
| European Patent Office | 2024