A three-dimensional fiber grid bar reinforced concrete structure
A technology of fiber grid bars and reinforced concrete, which is applied in the field of plate members, three-dimensional fiber grid bars reinforced concrete structural parts, and beams. It can solve the problems of limited increase in bearing capacity, electromagnetic signal interference, and large capacity, and achieve weight reduction, Effect of increasing tensile and flexural strength
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0025] Such as figure 1 , 2 , Shown in 5 and 6: the three-dimensional fiber grid bar reinforced concrete structure of the present invention, it comprises two layers of fiber grid bars 2, the fiber grid bars 2 adopts grid rib 10mm, mesh side length 90mm, thickness 5mm. The bottom fiber grid bars 2 are 100mm away from the bottom surface of the concrete 1, and the upper layer fiber grid bars 2 are 80mm away from the top surface of the concrete 1. The two layers of fiber grid bars 2 are connected by connecting rods 3, and the connection direction is vertical. The connecting rod 3 is in the form of a "bow" rod 5, and the "bow" rod 5 is connected to the fiber mesh bar 2 through the "bow" rod elbow 7 and structural glue, and the concrete 1 is ordinary concrete.
Embodiment 2
[0027] Such as image 3 and 4 As shown, the three-dimensional fiber grid bars reinforced concrete structure of the present invention includes fiber grid bars 2, and the fiber grid bars 2 adopts grid ribs of 15 mm, mesh side length of 135 mm, and thickness of 6 mm. The bottom layer of fiber grid bars 2 is 80mm away from the bottom surface of concrete 1, the upper layer of fiber grid bars 2 is 80mm away from the top surface of concrete 1, and the two layers of fiber grid bars 2 are connected by connecting rods 3. The form of the connecting rod 3 adopts the form of the bolt rod 4. When the connection direction is vertical: the bolt rod 4 and the reserved hole 6 on the fiber mesh rib 2 are bonded with structural glue. When the connection direction is oblique: the bolt rod 4 It is directly connected to the fiber grid reinforcement 2 through structural glue, and the concrete 1 is made of epoxy resin concrete.
Embodiment 3
[0029] Such as Figure 7 and 8 As shown, the three-dimensional fiber grid bars reinforced concrete structure of the present invention includes fiber grid bars 2, and the fiber grid bars 2 adopts grid ribs of 10 mm, mesh side length of 90 mm, and thickness of 5 mm. The bottom fiber grid bars 2 are 100mm away from the bottom surface of the concrete 1, the upper fiber grid bars 2 are 80mm away from the top surface of the concrete 1, and the two layers of fiber grid bars 2 are connected by connecting rods 3. The form of the connecting rod 3 adopts the form of the "I" character rod 8, and the "I" character rod 8 is connected with the fiber grid bar 2 through structural glue, and the concrete 1 adopts steel fiber concrete.
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 