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ULTRA-HIGH-PERFORMANCE CONCRETE PAVEMENT STRUCTURE AND CONSTRUCTION METHOD THEREOF

机译:超高性能混凝土路面结构及其施工方法

摘要

Disclosed in the present invention are an ultra-high-performance concrete pavement structure and a construction method thereof. The structure is a composite structure of combining layers. A steel panel base layer (1) is sequentially provided with a composite shear-resistant adhesive layer (2), a high-density fiber concrete layer (3), an epoxy high-viscosity layer (4), a high-toughness resin mortar layer (5) and an anti-sliding wearing layer (6) thereon. The composite shear-resistant adhesive layer (2) consists of a high-toughness resin, basalt rubble and a high-strength interface binder. The high-density fiber concrete layer (3) is formed by combining high-density fiber concrete precast slabs. The high-density fiber concrete precast slab is prepared by disposing a sparse reinforcing steel mesh (9) in the high-density fiber concrete. The pavement structure has high stability, avoids defects at interface junctions, reduces the weight, improves the anti-crack performance and ductility of a steel deck, facilitates on-site construction and ensures the uniformity of steel deck pavement structures.
机译:本发明公开了一种超高性能混凝土路面结构及其施工方法。该结构是组合层的复合结构。用复合剪切抗粘合剂层(2),高密度纤维混凝土层(3),环氧高粘度层(4),高韧性树脂砂浆,钢板基板(1)依次提供钢板基层(1)。层(5)和抗滑动磨损层(6)上。复合剪切抗粘合剂层(2)由高韧性树脂,玄武岩瓦砾和高强度界面粘合剂组成。通过组合高密度纤维混凝土预制板形成高密度纤维混凝土层(3)。通过在高密度纤维混凝土中设置稀疏增强钢网(9)来制备高密度纤维混凝土预制板。路面结构具有高稳定性,避免接口连接处的缺陷,减少重量,提高钢甲板的防裂性能和延展性,便于现场施工并确保钢甲板路面结构的均匀性。

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