Analysis of concrete strain of glass fiber cloth under compression:① Analysis of concrete strain in compression zone of glass fiber cloth specimen B3 The change curve of maximum strain of concrete in compression zone of specimen B3 with fatigue times is shown in Figure 1136.

The key technical factors to be considered when pasting glass fiber cloth on the external thermal insulation wall of the external wall are:(1) On the premise of protecting the insulation layer, make the external insulation system form a whole, transfer the load agent of the facing brick facing layer, improve the strength of the glass fiber cloth pasted on the base course

Protection of glass fiber cloth to the substrate during construction and anchoring:When nails are used for anchoring, if the matrix is reinforced concrete, nails should not be nailed to the reinforcement, let alone the prestressed reinforcement.

Chemical bonding mechanism of glass fiber cloth:This action mechanism is that the bonding effect is formed between the bonding mortar and the face brick through the van der Waals force between molecules or the chemical bond between the reactive functional groups.

In general, monofilament glass fiber cloth can be classified from the aspects of glass raw material composition, monofilament diameter, fiber appearance, production method and fiber characteristics. The following details the basic types of monofilament glass fiber cloth: