A self-resetting energy-dissipating connection node of assembled concrete-filled steel tube column-h-shaped steel beam
A technology for concrete-filled steel tubular columns and connecting nodes, which is applied in building types, protective buildings/shelters, buildings, etc., can solve problems such as adverse effects of floor slabs, difficult construction, and beam growth, and shorten the construction period and labor costs. Effect
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0029] Such as figure 1 , a self-resetting energy-dissipating connection node of an assembled concrete-filled steel pipe column-H-shaped steel beam, including a concrete-filled steel pipe column 1, an H-shaped steel beam 2, an energy-dissipating component and a connecting component; the connecting end of the H-shaped steel beam 2 is a hypotenuse, The connection end is connected to the CFST column 1 through a hinge, a wedge-shaped space is formed between the connection end of the H-shaped steel beam 2 and the side wall of the CFST column 1, and the lower flange of the H-shaped steel beam 2 connection is far away from the CFST column, so that The node rotates around the connection between the upper flange of the H-shaped steel beam 2 and the CFST column; energy-dissipating components are arranged between the lower flange of the H-shaped steel beam 2 and the CFST column, and the H-shaped steel beam 2 and the CFST column 1 is provided with connecting parts.
[0030] The node prov...
Embodiment 2
[0038] (1) Model establishment
[0039] ABAQUS6.10 software was used to carry out finite element simulation on the patent of the present invention, and a single-layer single-span model was established, with a span of 2100mm and a floor height of 1200mm. The dimensions of the model components are shown in Table 1:
[0040] Table 1 Dimensions of model components
[0041]
[0042] The steel adopts the linear strengthening model, and the yield strength is taken as f y =345MPa, modulus of elasticity E=206000MPa, modulus of strengthening E t = 2% E, Poisson's ratio is υ = 0.3, using C30 concrete, the elastic modulus E of the steel strand PT =195000MPa, the tensile strength is 1865MPa, the core bolts are 8.8 grade high-strength bolts, the yield strength is 800MPa, and a bolt load (pretightening force) of 175kN is applied during the simulation process. The prestress of the steel strand is applied by the cooling method, and the specific calculation method is:
[0043]
[0044...
PUM
Abstract
Description
Claims
Application Information
- R&D Engineer
- R&D Manager
- IP Professional
- Industry Leading Data Capabilities
- Powerful AI technology
- Patent DNA Extraction
Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.
© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com