Concrete column-beam joint connector, concrete column joint region steel sleeve and construction method
A technology of concrete beams and concrete columns, which is applied in the direction of architecture and building construction, can solve the problem that the integrity and lateral stiffness of prefabricated structures are not as good as cast-in-place structures, and the connection of prefabricated components is not as stable as cast-in-place structures, industrialization, and modules The problem of low degree of automation is solved, and the installation process is stable and convenient, eliminating the need for hoop binding and reducing on-site construction operations
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0064] A steel sleeve for the joint area of a concrete column, comprising angle steel 5 distributed at the four corners of the concrete column, several longitudinal bars 8 of reinforced concrete columns inside the angle steel, positioning stirrups 9 on the lower side of the angle steel, and lower side stirrups 9 of the positioning stirrups 24. A certain number of tie plates between every two angle steels 5. 4. The first positioning steel plate at the bottom between every two angle steels 5 in the direction of the first U-shaped steel concrete beam. 6. The top of the two angle steels in the direction of the first U-shaped concrete steel beam. The upper flange of the first joint area connects the angle steel 2, the second positioning steel plate 12 at the bottom between every two angle steels 5 in the direction of the second U-shaped steel concrete beam, and the upper wing of the second joint area at the top of the two angle steels in the direction of the second U-shaped steel c...
Embodiment 3
[0087] The present invention also provides a detection method for concrete column-beam joints, the specific detection steps are as follows:
[0088] Select 24 steel bars with a diameter of 12mm for the longitudinal reinforcement in the concrete column. The longitudinal reinforcement adopts HRB500 steel reinforcement. 10mm, HPB235 grade smooth round steel bar for positioning stirrups; Q345 steel for steel, L100×8 for four angle steels, steel plate for upper flange of node area—40×8×600, connecting angle steel for upper flange of node area L100×50× 8. Tie steel plate -50×8×300, positioning steel plate L150×50×8, lower flange steel plate in node area—75×8×600, web connecting plate in node area—150×6×525, U-shaped steel concrete Beam upper flange—50×6×2010, U-shaped steel concrete beam web—514×3×2010, U-shaped steel concrete beam lower flange—300×5×2010, and the section size of the end plate is 800mm×800mm×10mm. According to Example 1, a new type of reinforced concrete beam-colum...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


