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Volume-IF - JantERmantER

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3.20.3 Design<br />

DCPL-K4A02<br />

They shall not be allowed to accumulate at the bottom of the formwork.<br />

The oiling of the formwork will be inspected just prior to placement of<br />

concrete and redone wherever necessary.<br />

The formwork shall be so designed and erected that the forms for slabs<br />

and the sides of beams, columns and walls are independent of the<br />

soffits of beams and can be removed without any strain to the concrete<br />

already placed or affecting the remaining formwork. Removing any<br />

props or repropping shall not be done except with the specific<br />

approval of the Engineer. If formwork for column is erected for the full<br />

height of the column, one side shall be left open and built up in sections,<br />

as placing of concrete progress. Wedges, spacer bolts, clamps or other<br />

suitable means shall be provided to allow accurate adjustment and<br />

alignment of the formwork and to allow it to be removed gradually<br />

without jarring the concrete.<br />

The design of formwork shall take into account all vertical and lateral loads<br />

that the forms will carry or be subjected to during the construction<br />

process. Besides weight and pressures of reinforced concrete and<br />

weight of the forms themselves, the design shall consider loading due<br />

to unsymmetrical placement of concrete ; impact from dumping of concrete<br />

; movement of men and construction equipment ; wind action and any other<br />

imposed load during construction. The contractor shall assess the<br />

magnitude of vertical live load to be taken for design of formwork duly<br />

considering his method, sequence and rate of pouer of concrete.<br />

However, minimum design vertical live load to be considered shall be 750<br />

kg/sqm excluding weight of concrete.<br />

3.20.4 Inspection of Forms<br />

Casting of Concrete shall start only after the formwork has been inspected<br />

and approved by the Engineer. The concreting shall start as early as<br />

possible within 3 (three) days after the approval of the formwork and<br />

during this period the formwork shall be kept under constant vigilance<br />

against any interference. In case of delay beyond three days, a fresh<br />

approval from the Engineer shall be obtained.<br />

3.20.5 Removal of Forms<br />

Before removing any formwork, the Contractor must notify the Engineer<br />

well in advance to enable him to inspect the concrete if he so desires.<br />

The Contractor shall record on the drawing or in any other approved<br />

(PCA.774.S034sca2) V.II-D2/S-III : 30

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