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    • 2. 发明公开
    • Mesh mould and mesh mould construction method
    • Maschenschalung und Methode zum Aufbau einer Maschenschalung
    • EP1113126A1
    • 2001-07-04
    • EP00305227.1
    • 2000-06-20
    • Miyazaki, Kouji
    • Miyazaki, Kouji
    • E04G9/06
    • E04G9/06E04G9/065
    • There is provided a mesh mould that has no need to be supported by supporting pillars set up in a vertical direction or by auxiliary square bars set up in a horizontal direction, and a mesh mould construction method using such a mesh mould. The mesh mould has panels (1) which each have a frame (11), and a net-like mesh is stretched onto the frame (11). The frame (11) has the strength to support a horizontal load of a concrete material (4) without being supported by supporting pillars and auxiliary square bars, by comprising an outer frame (11A) and an inner frame (11B). In the mesh mould construction method, the mesh mould panels (1) are erected at both sides, and the mesh erected moulds are connected to each other by a spacer (2). Without being supported by the supporting pillars and by the auxiliary square bars, the erected state of the mesh mould is maintained and a concrete material (4) can be poured into the mould.
    • 提供了一种网状模具,其不需要由在垂直方向上设置的支撑柱或者在水平方向上设置的辅助方形支柱支撑,以及使用这种网状模具的网格模具构造方法。 网状模具具有板(1),每个板具有框架(11),并且网状网状物被拉伸到框架(11)上。 框架(11)具有通过包括外框架(11A)和内框架(11B)而不受支撑柱和辅助方棒支撑而具有支撑混凝土材料(4)的水平载荷的强度。 在网格模具施工方法中,网格模板(1)在两侧竖立,网架竖立的模具通过间隔件(2)彼此连接。 在不支撑支柱和辅助方棒的情况下,保持网状模的竖立状态,并将混凝土材料(4)倒入模具中。