As an important part of steel bridge deck pavement, if waterproof adhesive layer performance does not meet requirements, numerous kinds of bridge deck pavement distress may be encountered. To study the adhesive behavior of rubber asphalt waterproof adhesive layers in steel bridge gussasphalt pavement, the pull-off and direct-shear tests have been used in the study to mechanically simulate steel bridge deck pavement under vehicles loading.
Several potentially influential factors associated with the adhesive strength of rubber asphalt are investigated including temperature, spraying quantity and environmental conditions.
Results indicate that rubber asphalt was associated with good performance with respect to its use as a waterproof adhesive layer; simulated performance was negatively correlated with increasing temperatures. A necessary spraying quantity of 0.4 Lm-2 is required for appropriate adhesive strength of the composite structure, with a decrease in adhesive strength noted when spraying quantity is significantly greater or less than this.
The current paper presents an examination of the adhesive performance of a rubber asphalt adhesive layer on steel bridge deck pouring construction, while additionally examining potentially influential factors and conditions via use of both pull-off and shear tests.
This work was jointly supported by the Priority Academic Program Development of Jiangsu Higher Education Institutions (PAPD) and the Innovation and entrepreneurship training program for college students in Jiangsu Province (201910298116Y: Study on mechanics of new structure of UHPC-UTAC steel deck pavement).
Wang, H., Jin, C., Liu, H. and Xue, Z. (2021), "Rubber asphalt waterproof adhesive layer for steel bridge gussasphalt pavement", International Journal of Structural Integrity, Vol. 12 No. 2, pp. 261-270. https://doi.org/10.1108/IJSI-12-2019-0128
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