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METHOD OF MANUFACTURING PRECAST PILE, AND CAGE FOR PRECAST PILE

机译:制造预制桩的方法以及预制桩的笼子

摘要

PROBLEM TO BE SOLVED: To form a precast pile further increased in strength by preventing displacement of a fixed position of spiral reinforcement at an end of a cage due to vibration or the like during manufacturing.;SOLUTION: PC steel bars 15, 15 are disposed between end plates 1, 1 arranged apart according to the length of the pile. The PC steel bars 15 are arranged in a circular form to configure an axial steel product group 18, and the spiral reinforcement 20 is wound over the entire length of its outer periphery. A reinforcing band 10 is integrally fixed to an outer periphery 4 of the end plate 1, and a latching material 30 having a latching part 32 is fixed to an inner surface 12 of the reinforcing band 10. An end 21 of the spiral reinforcement 20 is latched to the latching material 30 to form the cage 35. The cage 35 is contained in a usual molding formwork, and concrete is placed by a conventional method to configure the precast pile 40 [Fig.1 (a), (b)]. In addition, the latching material 30 may be also fixed to the PC steel 15 within the reinforcing band 10 [Fig.1 (c), (d)].;COPYRIGHT: (C)2012,JPO&INPIT
机译:解决的问题:通过防止制造过程中的振动等原因,防止笼形结构端部的螺旋钢筋固定位置发生位移,从而形成强度进一步提高的预制桩。解决方案:设置PC钢筋15、15端板1、1之间的距离根据桩的长度分开设置。 PC钢筋15布置成圆形以构成轴向钢产品组18,并且螺旋增强件20缠绕在其外周的整个长度上。加强带10一体地固定到端板1的外周4,并且具有闩锁部分32的闩锁材料30固定到加强带10的内表面12。螺旋形加强件20的端部21是固定的。闩锁到闩锁材料30上以形成笼状件35。笼状件35包含在通常的模制模板中,并通过常规方法放置混凝土以构造预制桩40 [图1(a),(b)]。另外,闩锁材料30也可以在加强带10内固定到PC钢15上[图1(c),(d)] 。;版权:(C)2012,JPO&INPIT

著录项

  • 公开/公告号JP2012106505A

    专利类型

  • 公开/公告日2012-06-07

    原文格式PDF

  • 申请/专利权人 MITANI SEKISAN CO LTD;

    申请/专利号JP20120006614

  • 发明设计人 KITANI YOSHINOBU;

    申请日2012-01-16

  • 分类号B28B23/10;E02D5/30;

  • 国家 JP

  • 入库时间 2022-08-21 17:41:41

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