首页> 外国专利> AXIAL REINFORCEMENT OMNIPRESENCE-TYPE COMPOSITE CONCRETE PILE AND ITS MANUFACTURE

AXIAL REINFORCEMENT OMNIPRESENCE-TYPE COMPOSITE CONCRETE PILE AND ITS MANUFACTURE

机译:轴向补强压型复合混凝土桩及其制造

摘要

PURPOSE:To form a concrete pile having high bending strength at low cost by a method in which axial reinforcement bars of more than a specific number are contacted with the inner surface of an outer tube over the whole length of each axial reinforcement bar at equal intervals and buried with concrete layer by positioning them in an omnipresence manner toward the peripheral side. CONSTITUTION:Flat steel plates 12 as a kind of axial reinforcement material are set in 6-20 numbers, preferably 8-12 numbers, at equal intervals in the circumferential direction and fixed to a ring spring 13 to form an axial reinforcement bar cage 17. An outer tube 10 is fit on the outside of the cage 17, and ready-mixed concrete containing an expandible material is charged into the outer tube 10 and molded centrifugally. Since the axial reinforcement bars are positioned in an omniprence manner on the outermost side of the concrete layer 15, max. bending resistance effects can be obtained by using smallest number of axial reinforcement bars.
机译:目的:通过一种使低成本的高强度弯曲混凝土桩的方法,使特定数量以上的轴向钢筋在各轴向钢筋的整个长度上等间隔地与外管的内表面接触并通过向四周无障碍的定位将其埋入混凝土层中。组成:作为一种轴向增强材料的平板钢板12在圆周方向上等间隔设置为6-20个数字,最好为8-12个数字,并固定在环形弹簧13上以形成轴向钢筋笼17。外管10安装在保持架17的外部,并且将包含可膨胀材料的预拌混凝土装入外管10中并离心成型。由于轴向钢筋以无间隙的方式定位在混凝土层15的最外侧。可以通过使用最少数量的轴向钢筋来获得抗弯曲效果。

著录项

  • 公开/公告号JPS61233117A

    专利类型

  • 公开/公告日1986-10-17

    原文格式PDF

  • 申请/专利权人 TOUSEN ASANO PAUL KK;

    申请/专利号JP19850072414

  • 发明设计人 WATABE CHIKAO;

    申请日1985-04-05

  • 分类号E02D5/30;E02D5/58;

  • 国家 JP

  • 入库时间 2022-08-22 07:50:11

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