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PRECAST ULTRA-HIGH-PERFORMANCE CONCRETE STEEL BRIDGE DECK PAVEMENT STRUCTURE AND PREPARATION METHOD

机译:预制超高性能混凝土钢桥甲板路面结构及制备方法

摘要

A precast ultra-high-performance concrete steel bridge deck pavement structure and a preparation method. The pavement structure has a total thickness of 5-8 mm, and sequentially consists of a steel slab base layer (1), a high-toughness resin waterproof bonding layer (2), a high-density fiber concrete precast pavement layer (3), and an epoxy gravel antiskid wearing layer (4) from bottom to top. The preparation method comprises the following steps: preparing a sparsely-distributed reinforcing mesh and placing same into a fixed mold to form a high-density fiber concrete precast slab; preparing high-density fiber freshly mixed concrete; pouring the high-density fiber concrete precast slab; roughcasting the bottom of the precast slab after mold removal; performing sand blasting and rust removal processing on the steel slab; coating self-adhesive cushion rubber strips on the steel slab base layer (1); separately applying an adhesive and an sealing rubber strip to a mortise of each high-density fiber concrete precast slab and then splicing the precast slabs; forming the high-density fiber concrete precast pavement layer (3); and after sandblasting roughening processing, sequentially coating a reinforced epoxy resin and a protective epoxy resin and gravel particles and performing curing. The pavement structure is fast in construction, firm in interlayer bonding and high in weather resistance.
机译:预制超高性能混凝土钢桥甲板路面结构及其制备方法。路面结构的总厚度为5-8毫米,并且顺序由钢板基底层(1),高韧性树脂防水粘合层(2),高密度纤维混凝土预制路面层(3)和从底部到顶部的环氧砾石天链磨损层(4)。制备方法包括以下步骤:制备稀疏分布的增强网,并将其放入固定模具中以形成高密度纤维混凝土预制板;制备高密度纤维新鲜混合混凝土;浇注高密度纤维混凝土预制板;去除模具后预制板的底部粗糙;在钢板上进行喷砂和防锈处理;在钢板基层(1)上涂覆自粘缓冲橡胶条;将粘合剂和密封橡胶条分别施加到每个高密度纤维混凝土预制板的榫眼,然后拼接预制板;形成高密度纤维混凝土预制路面层(3);并且在喷砂粗糙化加工后,依次涂覆增强的环氧树脂和保护环氧树脂和砾石颗粒并进行固化。路面结构在施工中快速,在层间粘接和耐候性高。

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