08.01.2013 Views

Steel Designers Manual - TheBestFriend.org

Steel Designers Manual - TheBestFriend.org

Steel Designers Manual - TheBestFriend.org

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

28.3.2.3 Weather-resistance<br />

/ Ø7j7/7<br />

(a) __<br />

seal filler<br />

I, 4<br />

seal gasket<br />

drain to<br />

bottom<br />

membrane<br />

(PVC, thin metal, etc.)<br />

Joints 861<br />

It is important to consider the degree of weather-resistance required for a joint. In<br />

this respect, joints can be classified (in a somewhat over-simplified form) into three<br />

types (see Fig. 28.12(a), (b) and (c)):<br />

(a) ‘Closed’ joint, with a filler material and exterior sealant,<br />

(b) ‘Closed’ joint, with a compressible gasket and exterior sealant,<br />

(c) ‘Open’ joint, with a flexible membrane seal, and arrangements to drain rainwater,<br />

etc. from the inside surfaces of the joint which are ‘open’ to the weather.<br />

Where appropriate, arrangements should be made at joints in buildings for continuity<br />

or sealing of insulation and vapour barriers, etc. to prevent formation of<br />

condensation, or loss of heat.<br />

In structures where there is likely to be water in contact with the structural<br />

envelope, e.g. structures buried in ground which has a high water table, or waterretaining<br />

structures, flexible waterbars are usually incorporated at construction and<br />

movement joints. These have the effect of interrupting the path along which any<br />

water present has to travel.<br />

Figure 28.13(a), (b) and (c) are typical of wall details in reinforced concrete or<br />

brickwork construction. A typical joint detail for steel cladding in a building is<br />

Fig. 28.12 Weather-resistance of joints: (a) closed, with filler, (b) closed, with gasket,<br />

(c) open, with membrane

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!