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A method for the production of concrete structures with surface protection and, according to the concrete construction, produced by the process

机译:一种具有表面保护层的混凝土结构的生产方法,根据混凝土结构,通过该方法生产

摘要

PCT No. PCT/SE94/00558 Sec. 371 Date Dec. 18, 1995 Sec. 102(e) Date Dec. 18, 1995 PCT Filed Jun. 9, 1994 PCT Pub. No. WO95/00305 PCT Pub. Date Jan. 5, 1995Method of producing concrete structures with a surface protection layer and a concrete layer. The method includes moulding the concrete layer and the surface protection layer using a "wet in wet" process. The surface protection layer preferably consists of a cement allied mortar having a low water binding average ratio and a binding agent strength above 70 Mpa. The concrete layer which preferably consists of a concrete having a lower binding agent strength than the surface protection layer, is preferably an air entrained ballast concrete with dense structure and a strength in the range of 10-20 Mpa. The surface protection layer is cast in the bottom of a mold, and the concrete layer is cast above the surface protection layer. During desiccation of the material, the surface protection layer shrinks less than the concrete layer, so that pressure strains are created through deformation differences in the surface protection layer and concrete layer.
机译:PCT号PCT / SE94 / 00558秒371日期1995年12月18日102(e)1995年12月18日,PCT,1994年6月9日提交,PCT Pub。 WO95 / 00305 PCT公开号日期1995年1月5日,生产具有表面保护层和混凝土层的混凝土结构的方法。该方法包括使用“湿法湿”法模制混凝土层和表面保护层。表面保护层优选由具有低水结合平均比和高于70Mpa的粘合剂强度的水泥联合砂浆组成。优选由粘结剂强度低于表面保护层的混凝土组成的混凝土层优选为具有致密结构且强度在10-20Mpa范围内的夹气压载混凝土。将表面保护层浇铸在模具的底部,将混凝土层浇铸在表面保护层上方。在材料干燥过程中,表面保护层的收缩程度小于混凝土层,从而通过表面保护层和混凝土层的变形差异产生压力应变。

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