By R. Eligehausen, R. Mallee, J. F. Silva(auth.)

A complete remedy of present fastening know-how utilizing inserts (anchor channels, headed stud), anchors (metal growth anchor, undercut anchor, bonded anchor, concrete screw and plastic anchor) in addition to energy actuated fasteners in concrete. It describes intimately the fastening components in addition to their results and load-bearing capacities in cracked and non-cracked concrete. It extra makes a speciality of corrosion behaviour, hearth resistance and features with earthquakes and shocks. It finishes off with the layout of fastenings in accordance with the eu Technical Approval instruction (ETAG 001), the ultimate Draft of the CEN Technical Specification 'Design of fastenings to be used in concrete' and the yankee criteria ACI 318-05, Appendix D and ACI 349-01, Appendix B.Content:
Chapter 1 advent (pages 1–4):
Chapter 2 Fastening structures (pages 5–31):
Chapter three ideas (pages 33–64):
Chapter four Behaviour of headed studs, undercut anchors and steel growth anchors in non?cracked and cracked concrete (pages 65–162):
Chapter five Behaviour of cast?in anchor channels in non?cracked and cracked concrete (pages 163–179):
Chapter 6 Behaviour of bonded anchors in non?cracked and cracked concrete (pages 181–210):
Chapter 7 Behaviour of plastic anchors in non?cracked and cracked concrete (pages 211–222):
Chapter eight Behaviour of strength actuated fasteners in non?cracked and cracked concrete (pages 223–226):
Chapter nine Behaviour of screw anchors in non?cracked and cracked concrete (pages 227–235):
Chapter 10 Behaviour of anchors below seismic loading (pages 237–248):
Chapter eleven Behaviour of anchors in fireplace (pages 249–254):
Chapter 12 Corrosion of anchors (pages 255–258):
Chapter thirteen impact of fastenings at the ability of elements within which they're put in (pages 259–263):
Chapter 14 layout of fastenings (pages 265–342):

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Extra resources for Anchorage in Concrete Construction, First edition

Sample text

G. during a pause in the work), then the cartridge can often continue to be used following attachment of a new mixing nozzle. The hole is typically filled one-half to two-thirds with resin. When the anchor rod is inserted into the hole, a small amount of excess resin expelled from the hole indicates that the annular space around the rod has been completely filled. It is important to ensure that the bonding material is injected from the back of the hole to prevent the entrainment of air bubbles.

36 Installation of a bonded anchor with an injection nozzle equipped with a mixing element (adhesive mixed in injection nozzle) hardener are contained in separate chambers. They are based on similar formulations as capsule systems. In addition hybrid systems are used which contain resin and cement as binding materials. The injection of the components into the drilled hole is accomplished with the aid of Bulk adhesives are typically mixed and delivered using a bulk adhesive mixer in accordance with the specified mix ratio.

The degree of expansion associated with these ceiling hangers is relatively small due to the small diameters of the anchors themselves. 1. 6 Plastic anchors Plastic anchors can be classified according to their suitability for normal-weight or autoclaved aerated concrete applications. The anchor sleeve is expanded by inserting the screw (Fig. 50). As torque is applied to the screw, it impresses and cuts a thread into the plastic and at the same time expands the sleeve against the sides of the hole.

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