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Abutment Formwork

Abutment refers to the substructure at the ends of a bridge span or dam whereon the structure's superstructure rests or contacts. Single-span bridges have abutments at each end which provide vertical and lateral support for the bridge, as well as acting as retaining walls to resist lateral movement of the earthen fill of the bridge approach. Multi-span bridges require piers to support ends of spans unsupported by abutments. The design requirements for abutments are similar to those for retaining walls and for piers; each must be stable against overturning and sliding. Abutment foundations must also be designed to prevent differential settlement and excessive lateral movements.
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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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