首页> 外国专利> REPAIR LINING TECHNIQUE FOR WALL SURFACE OF CONCRETE SKELETON/AND REPAIR LINING STRUCTURE

REPAIR LINING TECHNIQUE FOR WALL SURFACE OF CONCRETE SKELETON/AND REPAIR LINING STRUCTURE

机译:混凝土骨架墙面修补衬砌技术及修补衬砌结构

摘要

PURPOSE: To provide repair lining technique for the wall surface of a concrete skeleton in which assembly and removal of a formwork are unnecessary and high strength is obtained in a repaired structure and fear for generating corrosion is eliminated and cost is more reduced and work is made easy. ;CONSTITUTION: A metallic frame 30 is fixed on the wall surface 2 of a concrete skeleton by utilizing an anchor bolt set on the wall surface 2 of the concrete skeleton. Lining panels 60 are fitted with an interval from the wall surface 2 of the concrete skeleton by fitting the lining panels 40 to the metallic frame 30. The lining panels 40 are held in a state in which these are inhibited on the wall surface side of the skeleton by the temporary inhibition means 50, 60. In this state, backing material such as concrete is poured and filled into the space part between the wall surface 2 of the skeleton and the lining panels 40, so that buried sticking pieces projected to the rear sides of the lining panels 40 are buried by the backing material. After the backing material is hardened, the temporary inhibition means 50, 60 are removed.;COPYRIGHT: (C)1996,JPO
机译:目的:为混凝土骨架的墙壁表面提供修补衬里技术,其中不需要组装和拆卸模板,并且在修补后的结构中获得高强度,并且消除了产生腐蚀的担忧,并进一步降低了成本并进行了工作简单。 ;构成:金属框架30通过利用设置在混凝土骨架壁面2上的地脚螺栓固定在混凝土骨架壁面2上。通过将衬里板40装配到金属框架30,衬里板60与混凝土骨架的壁表面2间隔开地装配。衬里板40被保持在它们被抑制在混凝土壁表面侧的状态。通过临时禁止装置50、60将骨架倒入骨架中。在这种状态下,将诸如混凝土的衬料倒入骨架的壁面2与衬板40之间的空间部分中,以使埋入的胶粘片向后方突出。衬板40的侧面被背衬材料掩埋。底材硬化后,将临时禁止装置50、60取下。;版权所有:(C)1996,日本特许厅

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