Page 297 - Construction Waterproofing Handbook
P. 297

CHAPTER 6

                         EXPANSION JOINTS











             INTRODUCTION

                         The variety of expansion joints available is almost as numerous as their failures. Leakage
                         is so common, and failure so expected, that expansion joints are available with integral gut-
                         ters to channel the water leaking through joints. Manufacturers often recommend installing
                         a gutter system below joints to collect leaking water. One only has to visit a few parking
                         garages and view the numerous attempts at collecting leaking water to confirm this situa-
                         tion. Roof gutters, PVC piping, and metal collection pans are often used in makeshift fash-
                         ion to collect water leakage.
                            Leaking water collects salts, efflorescence, lime, sulfites, and other contaminants as it
                         travels through substrates. This contamination causes damage to automobile paint finishes
                         and building structural components. There are numerous causes for expansion joint fail-
                         ure. Among the most prevalent are:

                         ● Selection of one joint for all details
                         ● Improper detailing of joints into other building components
                         ● Improper installation
                         ● Use of too few joints
                         ● Inadequate design
                         ● Joints that are not capable of withstanding existing traffic



             EXPANSION JOINT DETAILING

                         Expectation that one joint design will suffice for all conditions on a single project fre-
                         quently causes failures. For example, a joint designed for horizontal straight runs is not
                         appropriate for vertical installations, changes in plane, and terminations into walls or
                         columns. Many joints are insufficient for 90° turns and changes in plane and often fail if
                         such installations are attempted. Joint installations at walls or columns that abruptly stop
                         with no provision for detailing joints into other building envelope components will fail.
                         Attempts to install expansion joints continuously throughout a deck, including wall areas,
                         planters, and seating areas, typically fail. Joints at building-to-deck intersections encounter
                         considerable movement forces, including shear and differential movement, that often
                         exceed joint capability.


                                                                                               6.1
             Copyright © 2008, 2000 by The McGraw-Hill Companies, Inc. Click here for terms of use.
   292   293   294   295   296   297   298   299   300   301   302