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Principal Repair Methods currently used on in-situ repair/restoration

6, Beam End Repair Please note that the method shown is schematic only. The number of holes the size and the length of the dowels are determined by engineering calculation for which the following information is required: Length and section size of the new timber to be installed Timber species and moisture content Length and section sizes of the full beam Current and anticipated loading Step 1 Mark out position of holes with template Drill holes correct diameter and length Step 2 Install calculated volume of thixotropic adhesive Timberset, or Rotafix Structural Adhesive, or CB10T to rear of drilled hole using extension tube. Step 3 Rotate/push rods into adhesive, check holes are 100% full. Leave to cure. Remove supports. Next Method >>

1. Modified Flitch and upgrade of Beams (TYPE A) 2. Compression and Tension zone Upgrading (TYPE B) 3. Improving Effective Span: Depth Ratio (TYPE C) 4. Tension Compression Zone Upgrading -- Top Access only (TYPE D) 5. Upgrading Glulam Beams (TYPE E) 6. Beam End Repair 7. Modified Tenon 8. King Post Truss 9. Repair/Restoration of Wall Plates 10. Repair to Beams or Joints Above Decorative Ceilings 11. Bonded-in Dowel Joints 12. Bonded-in Plate Joints