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アンカーボルトの製造方法

机译:如何制造地脚螺栓

摘要

To provide a manufacturing method of an anchor bolt capable of attaining reduction of cost.SOLUTION: In accordance with a manufacturing method of an anchor bolt, multiple abutment parts 12 of an expanded member 8 externally fitted to a taper member 7 of the anchor bolt are molded from a synthetic resin integrally with a bridge part 13. In a core 31 of a metal mold 20 for molding the expanded member 8, a slope 35 for molding an inner surface 11 of each of the abutment parts 12 is formed in an inclined shape closer to an axis of the core 31 as it gets closer to a proximal end side in accordance with the inclination of the inner surface 11 of the abutment part 12. After the expanded member 8 is molded, a movable metal mold 24 and a stationary metal mold 22 are separated, sliders 25a and 25b are moved by sliding and opened and in such a state, the molded expanded member 8 is pushed by an ejector pin 32, such that the expanded member 8 is taken out of the core 31 while spreading the abutment parts 12 outwards along the slope 35 of the core 31.SELECTED DRAWING: Figure 5
机译:为了提供一种能够降低成本的地脚螺栓的制造方法。解决方案:根据地脚螺栓的制造方法,在外部安装到地脚螺栓的锥形构件7上的膨胀构件8的多个抵接部12被设置。由合成树脂与桥接部13一体地模制而成。在用于模制膨胀件8的金属模20的芯31中,用于模制每个邻接部12的内表面11的斜面35形成为倾斜形状。随着抵接部12的内表面11的倾斜,芯31的轴心越靠近基端侧,则芯子31的轴心越接近。在模制膨胀部件8之后,可动金属模24和固定金属分离模具22,滑动器25a和25b通过滑动和打开而移动,并且在这种状态下,模制的膨胀构件8被顶出销32推动,使得膨胀构件8从芯31中取出,同时展开。桥墩t部分12沿铁芯31的斜率35向外。图5

著录项

  • 公开/公告号JP2019044902A

    专利类型

  • 公开/公告日2019-03-22

    原文格式PDF

  • 申请/专利权人 HOWA CORP;

    申请/专利号JP20170170094

  • 发明设计人 安藤 有希;柳井 徹;

    申请日2017-09-05

  • 分类号F16B13/06;E04B1/41;B29C45/44;

  • 国家 JP

  • 入库时间 2022-08-21 12:24:04

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