A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention discloses a sleeve-type flexing constraint support, and the support comprises a main core stress component and a constraint component. The central parts of the front and rear sides of the main core stress component are respectively provided with a reinforcing structure segment, and the reinforcing structure segments are called as a front no-yield conversion segment and a rear no-yield conversion segment. The front no-yield conversion segment comprises a first auxiliary core stress component, and the rear no-yield conversion segment comprises a second auxiliary core stress component. The first and second auxiliary core stress components are symmetrically welded at the central parts of the front and rear sides of the main core stress component. The main core stress component, the first auxiliary core stress component and the second auxiliary core stress component form a crossing structure. The constraint component comprises a yield segment constraint device for constraining the main core stress component, a left constraining device for constraining the front no-yield conversion segment, and a right constraining device for constraining the rear no-yield conversion segment. The support can save materials, achieves the optimal economic performance, and can meet the requirements of buildings better.
The invention discloses a sleeve-type flexing constraint support, and the support comprises a main core stress component and a constraint component. The central parts of the front and rear sides of the main core stress component are respectively provided with a reinforcing structure segment, and the reinforcing structure segments are called as a front no-yield conversion segment and a rear no-yield conversion segment. The front no-yield conversion segment comprises a first auxiliary core stress component, and the rear no-yield conversion segment comprises a second auxiliary core stress component. The first and second auxiliary core stress components are symmetrically welded at the central parts of the front and rear sides of the main core stress component. The main core stress component, the first auxiliary core stress component and the second auxiliary core stress component form a crossing structure. The constraint component comprises a yield segment constraint device for constraining the main core stress component, a left constraining device for constraining the front no-yield conversion segment, and a right constraining device for constraining the rear no-yield conversion segment. The support can save materials, achieves the optimal economic performance, and can meet the requirements of buildings better.
Flexing constraint support and concrete beam-column T-shaped steel anchoring and connecting node
| European Patent Office | 2016
| British Library Online Contents | 2003
British Library Online Contents | 2000
Online Contents | 1998
Online Contents