A multifunctional stirrup for controlling the thickness of steel bar protection layer and floor slab
A steel bar protective layer, multi-functional technology, applied in construction, building reinforcements, building components and other directions, can solve the problems such as the thickness of the construction protective layer cannot be effectively guaranteed, the construction accuracy is poor, and the cost is wasted. The effect of ensuring construction quality and reducing project costs
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0023] The multifunctional stirrup used for controlling the thickness of steel bar protection layer and floor slab of the present invention comprises two J-shaped bars and a horizontal bar.
[0024] see now figure 1 , figure 1 It is a structural schematic diagram of a stirrup according to an embodiment of the present invention. As shown in the figure, the two J-shaped bars are upside down and are steel bar supports with the same shape and size. Each J-shaped bar is provided with a bottom bar 1 with a length of 150-200 mm. The middle part of the bottom bar and the vertical bar 2 The bottom end is connected, the bottom rod and the vertical rod are fixed vertically, the height of the vertical rod is set according to the thickness of the floor minus the thickness of the floor protective layer and the steel bar diameter of the bottom rod. degree bending;
[0025] The cross bar 3 is a steel bar, and the length is 1200-1500mm;
[0026] Among them: the two J-shaped rods are invert...
Embodiment 2
[0028] figure 2 It is a schematic diagram of the layout of the stirrup in use according to the embodiment of the present invention, image 3 for figure 2 Sectional view of A-A in Fig.
[0029] The usage method of the multifunctional stirrup for controlling the steel bar protective layer and floor slab thickness of the present invention:
[0030] 1. Provide multiple stirrups. When the stirrups are installed, place two cement pads 7 on both ends of the stirrup bottom bar 1 to ensure that the bottom bar is at the same height as the horizontal reinforcement 5 and longitudinal reinforcement 6 of the main steel bar at the bottom of the slab. Part of the distributed steel bars on the floor are placed and bound on the upper crossbar 3, and the direction of the negative reinforcement is consistent with the direction of the crossbar.
[0031] 2. The spacing between steel bar binding stirrups should be 600-800mm. The ejector rod 4 on the upper part of each stirrup is a slab thickne...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


