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close this bookInland Aquaculture Engineering (1984)
close this folderDESIGN AND CONSTRUCTION OF FRESHWATER FISH FARMS
close this folderChapter 10. The Organization and Supervision of Fish Farm Construction
close this folder3. EXECUTION OF CONSTRUCTION WORKS
View the document(introduction...)
View the document3.1 Approach Road
View the document3.2 Public Services
View the document3.3 Temporary Buildings
View the document3.4 Planning Material to be ordered
View the document3.5 Ordering Equipment and Instruments
View the document3.6 Organization and Transport of Plant and Equipment
View the document3.7 Site Clearing
View the document3.8 Setting Out of Buildings, Dikes, etc.
View the document3.9 Earthworks
View the document3.10 Structures
View the document3.11 Buildings
View the document3.12 Site Finishing

3.10 Structures

The structures should be built as per detailed drawings and technical specifications, or as directed by the Engineer. The points to be taken into consideration during their construction are as follows (U.S.D.I., 1981; White, 1977):

1. Having excavated the working pit, plain concrete should be placed immediately if needed.

2. The measurements, location and elevation of forms, etc., should be checked before putting concrete into them.

3. Before casting, the reinforcement should be shown to and checked by the Engineer.

4. All materials used for building and all structures should comply with the relevant specifications. Never use coarse cement (killed cement) for any structures. This may be used for plain concrete.

5. Concrete used for structures should be mixed in a mechanical concrete mixer if available. The mix proportions given in the detailed plans should be adhered to.

6. Before proceeding to place the concrete, the forms should be realigned if necessary and well wetted.

7. Unless otherwise approved, concrete must be placed in a single operation to the full thickness of slabs and walls, with proper compaction.

8. Placed concrete must be protected by approved means from rain, sun and drying winds. Exposed faces of concrete must be kept moist for seven days after placing.

9. The forms must be removed by gradual easing without jarring. The period which must elapse after placing concrete and before easing and removal of the forms may be undertaken, is as follows:

Part of Structure

Period for ordinary Portland cement

Sides of foundations and walls

3 days

Under-sides of sides

10 days

In the case of cantilever slabs and beams, the forms should remain until the structures for counteracting or anchoring down have been erected and have attained sufficient strength.

10. Honeycombed surfaces of concrete structures must be made good immediately on removal of the forms, and the superficial water and air holes must be filled out.

11. It is forbidden to load any parts of the structure during the strengthening period.

If there are a number of structures with the same measurements, it is advisable to use movable forms which might be applied several times.