Product
Abutment Formwork
The Construction Process of Abutment Formwork:
1. Excavation of Foundation Pit
Complete temporary drainage facilities before earth and stone excavation to ensure that there is no accumulation of water on the construction surface and smooth water circulation.
Earthwork excavation is carried out in layers from top to bottom. Random digging and over-excavation are not allowed. It is carried out strictly in accordance with the design drawings. The excavation is carried out in strict accordance with the design drawings. The slag tank is lifted out by the truck (manual loading of slag), and the excavated slag is transported to the designated place for spoil.
2. The Foundation Stone Concrete
The U-shaped abutment is completed by the layered pouring of the foundation and platform body. The construction process: foundation setting out → scaffolding, scaffolding, and commercial concrete raw material preparation → formwork erection → rubble concrete pouring → demolding and curing.
After the excavation of the abutment earth and stone is completed, the foundation is cleaned and accepted, and the rubble concrete is poured after the foundation is qualified. The schist concrete can be mixed with no more than 20% of the volume of the structure in the concrete, and the compressive strength of the schist is not lower than MU40.
During the construction of the rubble concrete, the thickness of the rubble is 150~300mm. When the schist is buried in the concrete, the schist is cleaned and completely saturated with water, and about half of it is buried in the concrete during pouring; when the temperature is lower than 0℃, the schist is not allowed to be buried; the schist is evenly distributed, and the interval is not less than 150mm. The distance between the edge and the top surface of the structure shall not be less than 150mm, and the rubble shall not touch the structural steel bars and embedded parts; the concrete shall be poured in layers, and the thickness of each layer of concrete shall not exceed 300mm, which is roughly horizontal. Vibrate and add flakes.
3. Construction of Table Cap, Back Wall, and Sidewall Top
Construction process: foundation stone concrete pouring is completed → scaffolding → tying steel bars → formwork erection reinforcement → concrete pouring → demolding and curing.
Construction sequence: excavation of foundation pit earth and stone → foundation rubble concrete pouring → platform cap and back wall concrete pouring → sand
Gravel backfilling (can be done when the concrete strength of the back wall of the ear reaches 75% of the design strength) → slab.
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