Comparison of non-metallic expansion joint design schemes

Both design schemes can theoretically meet the requirements of the dry slagging system for the displacement expansion joint, and are currently applied. However, in the process of application, through the test of practice, the pros and cons of the two structures are slowly reflected.
Both design schemes can theoretically meet the requirements of the dry slagging system for the displacement expansion joint, and are currently applied. However, in the process of application, through the test of practice, the pros and cons of the two structures are slowly reflected.
1. The requirements of the installation control are the expansion joints of the vertical plug-in structure. Since the upper end plate and the movable lining are designed to be overlapped during operation, there must be sufficient between the lower end plate and the lower end plate of the upper end plate and the upper end plate of the movable lining. Controls to satisfy the displacement. Therefore, the distance between the upper and lower end plates must be greater than the vertical displacement of the two cups. That is to say, the installation required for the expansion joint, that is, the distance between the water wall and the slag well must also be much larger than twice the vertical

Straight displacement.
The expansion joint of the inclined structure is a non-metallic flexible connection between the upper and lower end plates, and the water-cooling wall interface of the lower header is smaller than the slag well interface, so that the water-cooled wall and the slag well hardly interfere in the actual thermal displacement. In this way, the design only needs to consider that the distance between the upper and lower end plates is greater than the vertical displacement, and even less than the vertical displacement when necessary.
It can be seen that the design of the inclined structure in the same system is smaller than the installation space required for the vertical board structure.
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