Embedded adhesive connection for laminated glass plates

Experimental results of mechanical, adhesive, and laminated connections for laminated glass elements – A review

“…Glass-to-glass [ 14,15] Two-part epoxy resin [ 14] UV-curing acrylate Ritelok UV50 [ 15] UV-curing acrylate Conloc 685 [ 15] Single-lap shear [ 14] Double-lap shear [ 15] Glass-to-metal [ 15-18, 20, 21] One-part polyurethane SikaFlex 265 [ 15] Two-part polyurethane SikaForce 7550 [ 15,20] Two-part acrylate SikaFast 5211 [ 15] Two-part acrylic Holdtite 3295 [ 20] UV-radiation cured acrylic Bohle 682-T [ 20] Tensile (metallic point fixing on glass surface) [ 15,17] Double-lap shear [ 15,21] Shear (metallic point fixing Transparent structural silicone adhesive [ 16,22] Two-part silicone Sikasil SG-500 [ 17] Two-part silicone Dow Corning DC993 [ 20] Two-part epoxy T9323 B/A [ 17] Two-part epoxy DP 490 [ 21] Two-part epoxy 2216 B/A [ 20] One-part MS-polymer Soundaseal 270 HS [ 17] on glass surface) [15][16][17] Shear (metallic linear fixing on glass surface) [ 17] Horizontal panel with four supported corners [ 18] Single-lap shear [ 20] Glass-totimber [ 22,24] One-part polyurethane Ködiglaze P [ 23] One-part polyurethane Prefere 6000 [ 22] Two-part acrylic SikaFast 5215 [ 22] Two-part acrylate SikaFast 5221 [ 24] One-part silicone Sikasil SG-20 [ 22] Two-part silicone Sikasil SG-500…”

“…Zangenberg et al [ 21] studied the adhesion between a triple-layered laminated glass panel with heat strengthened glass and PVB interlayer, and an aluminium (alloy type 6061-T6) embedded were not taken into consideration in this study but may also have a relevant influence on the behaviour of the joint.…”

On the duality of space trusses and plate structures of rigid plates and elastic edges

“…New ways are being tested to connect the prefabricated plates on-site. In case of glass this is usually done by glueing, [17][18][19] while wooden elements easily allow the use of traditional finger joints and mechanical elements as well. 20,21 In any case the on-site joints between the prefabricated elements are generally softer and they are generally responsible for the majority of the displacements occurring in the structure.…”

On the duality of space-trusses and plate structures of rigid plates and elastic edges

“…New ways are being tested to connect the prefabricated plates on-site. In case of glass this is usually done by glueing [14,15,16], while wooden elements easily allow the use of traditional finger joints and mechanical elements as well [17,18]. In any case the on-site joints between the prefabricated elements are generally softer and they are generally responsible for the majority of the displacements occurring in the structure.…”