Laserfiche WebLink
<br />67 <br /> <br />-....- <br />-j' <br /> <br />BRICK VENEER <br /> <br /> <br />'V <br /> <br />-==:r ",.-, <br /> <br />CEMENT TO <br />PROTECT MEMBRANE <br /> <br /> <br />3"CONC. st.A.a\ <br />~EM8flANE wATERPROOFING I <br />: ~_ {. ",',. :t':; _~', .'.:...... ".', :"~:- <br /> <br />GRADE <br /> <br />MEMBRANE WATERPROOFING <br /> <br />:~..'\"~ . 0, .~';.:'~':~'i:.'/"~_\;~'~~'/:.~:::; <br />.. : ':/ ri."P Df)t-q,#" ~ "0"'0.4' '+'Po.l..l:I <br />" ~ <br /> <br />. ...b.... <br />. . "'- ~ .: :.' : <br />, " L...t <br />" < <<J " ,.., M 0"- <br />. '.;.' '':';'''':.:".: < BED TO TAKE MEMBRANE <br />$g A.<:->.~(J " \ ," GRAm FU <br /> <br />Figure 7.13. Membrane waterproofing. (Reference 8) <br /> <br />Structural requirements and concerns regarding coiltinuous internal membrane lining are <br />very similar to those for external membranes, I n ge~eral, water leaks can form more easily <br />with internal linings. This is because water pressure 'helps keep exterior linings tight against <br />the wall or slab. With internal linings, the water i" allowed to penetrate to the inner part of <br />the wall or slab to where the membrane is attacheq. Deflection is more important when <br />internal linings are used, and it should be limited to 1/500 of the length of the shorter span <br />of the wall or slab. <br /> <br />The third method of waterproofing involves additiqn of the waterproofing agent to the con- <br />crete mixture, This method, like the other two, reqyires that slabs and walls act together <br />monolithically, Deflection of any wallar slab should be limited to 1/500 of its shorter span, <br /> <br />I ntegrally waterproofed concrete should have a ,e\fen day compressive strength of 3,000 psi <br />and a 28 day compressive strength of 4,000 psi. i\p!)roved admixtures should not reduce the <br />compressive strength of the concrete. They should act as a densifier and increase workability, <br /> <br />For existing structures which are considered for ,'erf'odeling or rehabilitiation, waterproofing <br />can be achieved through the use of special buildin~ materials and fill when it is not feasible <br />to elevate a structure by raising the foundation. The! use of treated framing and sheathing <br />materials must be considered if backfill material is rjlaced against the structure (Table 10.2), <br />Figure 7.14 illustrates the concept of using treated ~uilding materials for protection against <br />the deterioration of structural members while the filii material provides protection from flood- <br />water inundation. This flood proofing practice should be considered for flood inundation <br />depths generally less then two feet. <br />