Preparation method of prestressed reinforced concrete slab combined septic tank and septic tank thereof
A technology of reinforced concrete slabs and prestressed steel bars, applied in the field of preparation of prestressed reinforced concrete slab-type combined septic tanks, can solve the problem of increasing component section size and steel consumption, component section size and self-weight, section size and Self-heaviness and other problems, to achieve the effect of reducing the structure's self-weight, light weight of components, and good crack resistance
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0042] Embodiment 1: preparation method of the present invention comprises the steps:
[0043] (1) Prepare the prestressed reinforced concrete slab 8 according to the requirements and the set size. Four prestressed reinforced concrete slabs erected laterally form four sides of a rectangular single cell body. The prestressed reinforced concrete slab is a rectangular slab , the preparation of prestressed reinforced concrete slabs includes:
[0044] Load-shear prestressed reinforcement 5, the length of the prestressed reinforcement is greater than the length of the prestressed reinforced concrete slab;
[0045] Arrange several prestressed steel bars parallel to the length of the plate in the steel mold, and set through holes and connection groove modules at predetermined positions in the steel mold, or set several longitudinal steel bars on the prestressed steel bars according to design requirements to form steel bars Mesh, but only tension is applied to the prestressed reinforc...
Embodiment 2
[0061] Embodiment 2: The prestressed reinforced concrete slab is 2m long and 1.5m wide, and it is rectangular. The prestressed steel bars are cold-drawn threaded steel bars with a diameter of 8mm, the spacing between the prestressed steel bars is 9cm, and the spacing between the steel bars with a diameter of 5mm in the longitudinal direction is 20cm. The modules with through holes and connecting grooves are set at the position. Nuts and anchorages are used to form the tension on the long steel formwork. The tension control stress range is 0.70fptk. The concrete strength grade is C30. The water: cement: sand: gravel in the concrete (weight) is 0.45:1:1.70:3.73, wherein the cement strength grade is 42.5, and the maximum particle size of coarse aggregate is 20mm. When the concrete in the steel mold is cured and hardened to 75% of the concrete design strength, and the concrete age is 7 days, the prestressed steel bars are loosened, and the preset through holes and connecting groove...
PUM
| Property | Measurement | Unit |
|---|---|---|
| particle diameter | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More 