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Plastiline™ - Humes

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9 Incorporation of keyed Plastiline<br />

in cast insitu concrete structures<br />

9.1 The Plastiline must cover the areas specified and is<br />

secured to the inner formwork face prior to placing the<br />

concrete and reinforcement. Formwork used must be<br />

suitable for proper attachment of the plastic sheet.<br />

The preferred method of attachment of the sheet is by<br />

nailing or stapling directly to timber forms, or to timber<br />

nailing strips set in steel forms at the appropriate<br />

positions. Nails shall be of approved small flat-headed<br />

type. All fasteners must be placed within 7mm of the edge<br />

of the sheet so that holes will be covered by the welding<br />

strip. If it is necessary to secure a joint flap a temporary<br />

form support must be used and the flap must be fastened<br />

within 7mm of its edge.<br />

Alternatively, it can be held to steel forms by light metal or<br />

plastic bands tightened on to suitable attachments to the<br />

forms. Provision must be made to maintain the sheet in<br />

close contact with the form during concrete placement.<br />

Bands must be of the type recommended by <strong>Humes</strong>.<br />

If the bands cross the keys, provision must be made to<br />

ensure that the keys are not bent or distorted.<br />

All pipe or other metal inserts must be held firmly in place<br />

on the formwork and, where required, the Plastiline<br />

protection of these inserts must first be installed. Metal<br />

form ties shall be kept to a minimum.<br />

9.2 In the case of large floors or the bottoms of large<br />

tanks etc the alternatives are:<br />

i) Where there is no external hydrostatic head or other<br />

potential uplift, plain Plastiline sheet or blankets can be<br />

loose-laid or bonded to the base slab with an adhesive<br />

approved by <strong>Humes</strong>.<br />

ii) Where the base can be subject to pressure from<br />

external ground water, Plastiline should be embedded<br />

into the top of the slab, using a vibrating screed. This<br />

vibrator is applied after bleeding has ceased, but before<br />

initial set occurs.<br />

As it is essential to insert the keys before the concrete<br />

hardens, it may be necessary to limit the area of each pour.<br />

iii) After vibrating the Plastiline into position, if<br />

sheets/blankets overlap, care must be taken to ensure<br />

concrete mortar is cleared from welding areas prior to the<br />

complete hardening of the concrete.<br />

9.3 Unless otherwise specifically indicated, Plastiline<br />

blankets shall be positioned so that the locking keys are<br />

vertical or as near vertical as possible to provide a free<br />

escape to the bottom of fluid which may accumulate<br />

between the lining and wall of the structure. Where the<br />

locking keys cannot be positioned vertically a gap of<br />

between 75mm and 100mm width shall be provided by<br />

cutting off the locking keys at intervals not greater than<br />

2.5m longitudinally, to provide weep channels. A weep<br />

channel shall be provided approximately 300 mm away<br />

from all lining returns.<br />

Where changes in direction or corners are encountered, the<br />

Plastiline may be bent and secured to the form, provided<br />

the radius of the blend is not less than 25mm.<br />

Where sharper corners are specified, a jointing method<br />

approved by <strong>Humes</strong> must be used.<br />

9.4 For lining joints which do not correspond to joints<br />

in the concrete structure, the Type C3 joint is preferred. For<br />

this joint the Plastiline sheets are butted together,<br />

so that the gap between sheets and/or blankets at<br />

any position does not exceed 4mm. This gap must be<br />

temporarily sealed by a wide PVC tape before placing<br />

concrete. After form removal a flat welding strip, centred<br />

over the gap, is welded to give a permanent and<br />

continuous lining on the inside of the structure.<br />

As an alternative, the lap joint Type C2 may be used.<br />

This joint requires that the Plastiline be lapped at least<br />

35mm, the overlap or flap being on the downstream side<br />

of the joint. A Type C2 joint must be at longitudinal<br />

construction joints in concrete structure.<br />

For Plastiline lining joints at transverse construction or<br />

contraction joints in the concrete structure, a Type C1 joint<br />

must be used.<br />

Normal jointing method C1<br />

This is identical with type P1<br />

Normal jointing method C2<br />

Note: Type C1 Joint is identical with type P1<br />

Min. overlap 35mm<br />

Flat Welding Strip<br />

Direction of flow<br />

PVC Tape<br />

Use seam weld or apply pvc<br />

tape before placing concrete.<br />

Method of jointing Plastiline in structure without joint.<br />

Not to be used where transverse construction or<br />

contraction joint occurs. Shall be used where a<br />

longitudinaL construction joint intersects with a joint<br />

in the Plastiline.<br />

Normal jointing method C3<br />

Apply welding strip after stripping formwork<br />

Plastiline<br />

Method of jointing sheet, except where construction or<br />

contraction joint occurs, should be used when longitudinal<br />

construction joint intersects with a joint in the Plastiline.<br />

Shall not be used where transverse construction or<br />

contraction joint occurs.<br />

13

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