You are being redirected because this document is part of your ASTM Compass® subscription.
    This document is part of your ASTM Compass® subscription.


    Recent Developments in the Design of Sealant Joints for Movement and Other Effects

    Published: 0

      Format Pages Price  
    PDF (568K) 39 $25   ADD TO CART
    Complete Source PDF (5.9M) 299 $69   ADD TO CART

    Cite this document

    X Add email address send
      .RIS For RefWorks, EndNote, ProCite, Reference Manager, Zoteo, and many others.   .DOCX For Microsoft Word


    Often, thermal movement and other performance factors are inadequately considered in the design of sealant joints. Performance factors that affect sealant joint design are described, including: thermal movement; moisture movement; live and dead loads; creep, elastic frame shortening, and shrinkage of concrete structures; and material, fabrication, and erection tolerances. Three calculation examples will be described for joints in new construction that accommodate movement: (1) an expansion joint in a masonry wall, (2) a joint between different building systems, and (3) a floor line expansion joint for a multi-story curtain wall and two examples for joints in remedial work: (4) a fillet (triangular) joint between a curtain wall and masonry wall and (5) a bridge joint for a precast concrete panel system..


    bridge joint, butt joint, construction tolerance, expansion joint, fillet joint, moisture movement, performance factor, sealant joint design, thermal movement

    Author Information:

    O'Connor, TF
    Vice President and Director of Building Technology, Smith, Hinchman & Grylls Associates, Inc., Detroit, MI

    Committee/Subcommittee: C24.01

    DOI: 10.1520/STP16047S