Frame beam column fire-resistant node with catenary effect and construction method thereof
A catenary and effect technology, used in fire prevention, building material processing, building components, etc., can solve problems such as damage to the collapse resistance of the structure, and achieve the effect of reducing residual deformation, good fire resistance, and reducing joint damage.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Publication Date
- 2011-07-27
- Estimated Expiration
- Not applicable · inactive patent
Smart Images
Figure 1 Figure 2 Figure 3
Abstract
Description
(1) Technical field
[0001] The invention relates to a structural member, in particular to a frame beam-column fire-resistant joint. (2) Background technology
[0002] With the development of the economy, frequent building fires will damage or collapse the structure. The purpose of structural fire protection and fire resistance design is to prevent the structure from collapsing within a certain period of time after the fire occurs, so as to ensure the safe evacuation of people in the building. and firefighters have sufficient time to extinguish the fire. However, the current domestic and foreign codes ensure the safety of the overall structure by ensuring the stability of individual components under fire. Since the stress state and constraint conditions of individual components are very different from those in the actual structure, the fire response of individual components It cannot represent the response of the overall structure. Some fire resistance tests of the overall s...
Examples
Embodiment Construction
[0031] Examples see Figure 1 to Figure 6 Shown: a frame beam-column fire-resistant joint with catenary effect, including column 1, steel beam 2 and end plate 5, end plate 5 is connected to the side of column 1 by bolts, and steel beam 2 is connected to the side of end plate 5 , the steel beam 2 is I-beam or H-shaped steel, the end of the steel beam 2 has a triangular incision, the cut part is the lower flange and the web, and the cut length of the lower flange is 40% of the overall height H of the steel beam. % to 70%; the notch of the beam is connected with a trapezoidal connecting key 3, the trapezoidal connecting key 3 is composed of double channel steel opposite to the web, its longitudinal section is a positive trapezoid, and the overall height of the trapezoidal connecting key 3 is the same as that of the steel beam 2 The height of the web plate of the trapezoidal connecting key 3 is the same, the upper length L of the trapezoidal connecting key 3 is 1 to 1.5 times the ...