Bond characteristics of overlays placed over bridge decks sealed with high-molecular-weight methacrylate

被引:0
作者
Shahrooz, BM
Gillum, AJ
Cole, J
Turer, A
机构
[1] Univ Cincinnati, Dept Civil & Environm Engn, Cincinnati, OH 45221 USA
[2] THP Ltd, Cincinnati, OH 45202 USA
[3] Graham Obermeyer & Partners Ltd, Cincinnati, OH 45202 USA
来源
MAINTENANCE AND MANAGEMENT OF BRIDGES AND PAVEMENTS: MAINTENANCE | 2000年 / 1697期
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The bond strength between portland cement overlays and bridge decks treated with high-molecular-weight methacrylate sealers is examined. The data universally suggest that sealers reduce the available bond strength. However, extra surface preparation techniques, such as light sandblasting of the sealed surface or broadcasting sand over the surface immediately after scaling [at approximately 1 kg/m(2) (20 lb/100 ft(2))], restore the strengths to 80 or 85 percent, respectively, of the unsealed surface. Service-level fatigue testing and loading well beyond the serviceability limit state do not adversely affect the bond strength so long as the sealed surface is treated before the application of the overlay. Therefore, to seal the existing cracks, bridge decks may be sealed if either of the recommended secondary surface preparation techniques is followed.
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页码:24 / 30
页数:7
相关论文
共 4 条
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American concrete Institute, ACI MAN CONCR PRACT
[2]  
GILLUM AJ, 1998, 9802 UCCII
[3]  
*NAT RES COUNC, 1993, SHRPC361 NAT RES COU, P93
[4]  
PFEIFER DW, 1984, CONCRETE CONSTRU MAY