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Infill concrete packing applies<br />

pressure to the tanking, resists<br />

hydrostatic pressure<br />

The internal wall<br />

should remain dry<br />

Internal floor finish;<br />

wearing material<br />

protects tanking<br />

Internal floor applies<br />

pressure to the<br />

tanking and prevents<br />

hydrostatic pressure<br />

lifting<br />

All joints well lapped and<br />

fillet used to prevent hard<br />

corners<br />

Figure 3.60 Type A: internal basement tanking system.<br />

Fillet<br />

Reinforced<br />

structural concrete<br />

basement walls<br />

Infill concrete packing<br />

helps to hold tanking in<br />

place. Hydrostatic<br />

pressure simply pushes<br />

the tanking harder onto<br />

the structural concrete<br />

Water bar often used over<br />

construction joints as a<br />

secondary precaution (not<br />

really necessary with external<br />

tanking)<br />

Tanking lapped in<br />

multiple layers at all<br />

joints<br />

Structural footing to<br />

support external wall<br />

50–75 mm concrete<br />

blinding provides a clean<br />

level platform onto which the<br />

tanking can be applied<br />

Figure 3.61 Type A: external basement tanking system – with blockwork protection.

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