Tuned shock absorbing frame structure of cast-in-place main frame-prefabricated sub-frame
A technology of prefabricated assembly and shock-absorbing frame, applied in the direction of earthquake resistance, building components, building structure, etc., can solve problems such as consumption, achieve good energy consumption and shock absorption, achieve functional repair, and save costs.
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0026] Such as figure 1 As shown, a tuned shock-absorbing frame structure of cast-in-place main frame-prefabricated sub-frame, including multi-layer internal prefabricated sub-frame beams and multiple internal prefabricated sub-frame columns, external cast-in-place main frame columns, multi-section cast-in-place main frame frame beam, this embodiment also includes a plurality of sliding damping structures, a plurality of anti-collision devices and a plurality of shock-isolation bearings, and the outer cast-in-place main frame column is provided with a plurality of cows from top to bottom according to the storey height Legs, the corbels attached to the main frame columns are made of steel concrete to increase their bearing capacity and lateral stiffness, and the two sides of the internal prefabricated secondary frame beams on each floor are respectively connected to the sliding shock-absorbing structure by the The corbels on both sides of the storey are connected, and the botto...
Embodiment 2
[0031] Such as figure 2 As shown, a giant large-story structure in a tuned shock-absorbing frame structure based on cast-in-place main frame-prefabricated sub-frame, including multi-layer internal prefabricated sub-frame beams and multiple internal prefabricated sub-frame The main frame columns and multi-section cast-in-place main frame beams, this embodiment also includes a plurality of sliding damping structures and a plurality of shock-isolation supports, and the outer cast-in-place main frame columns are arranged from top to bottom according to the storey height A plurality of corbels, the two sides of the internal prefabricated secondary frame beams on each floor are respectively connected to the corbels on both sides of the floor through the sliding damping structure, and the bottom end of each prefabricated secondary frame column It is connected with the cast-in-place main frame beam of this section through the vibration isolation support. The position of the main fra...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


