首页> 外国专利> CORE MATERIAL STRUCTURE OF BAR-SHAPED REINFORCING BODY AND CONSTRUCTION METHOD OF BAR-SHAPED REINFORCING BODY USING THIS CORE MATERIAL STRUCTURE

CORE MATERIAL STRUCTURE OF BAR-SHAPED REINFORCING BODY AND CONSTRUCTION METHOD OF BAR-SHAPED REINFORCING BODY USING THIS CORE MATERIAL STRUCTURE

机译:钢筋形主体的核心材料结构及利用该核心结构的钢筋形主体的构建方法

摘要

PROBLEM TO BE SOLVED: To provide a core material structure and a construction method of a bar-shaped reinforcing body, capable of providing the excellent anchor effect as a core material of the bar-shaped reinforcing body, and excellently constructing soil cement of a predetermined diameter by agitating and mixing excavation earth and a solidification material by the core material structure, while being disposable by being left as it is as the core material of the bar-shaped reinforcing body by the core material structure of a relatively simple structure, in the bar-shaped reinforcing body of a cut surface and a slope face.;SOLUTION: A bit 3 is arranged on the tip of a hollow rod 2. A blade part 4 for expanding a blade at an inclination θ (30° to 60°) toward the rod tip is fixed, and is arranging in a position for striking fluid jetted from an jetting port 5 on the blade part 4 on a rod outer peripheral surface of the bit 3. The rod is rotatably advanced for boring by jetting a solidification material liquid from the jetting port 5, and expanding excavation by a drilled hole by the bit and the fluid and mixing of excavation sediment and the solidification material liquid, are simultaneously performed. The excavation sediment and the solidification material liquid are further agitated and mixed by the blade part, and after forming a bar-shaped ground improving body up to a desired position, the core material structure is left as it is in the ground improving body, and the bar-shaped reinforcing body is constructed.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:解决的问题:提供一种棒状增强体的芯材结构和施工方法,其能够提供作为棒状增强体的芯材的优异的锚固效果,并且出色地构造预定的土壤水泥。在芯材结构中,通过搅拌和混合挖掘土和固化材料而形成直径,而在结构上相对简单的芯材结构中,作为棒状加强体的芯材而原封不动地被丢弃。解决方案:刀头3布置在空心杆2的末端。刀头部分4用于以倾斜角θ扩展刀头。朝向杆头的方向(30°至60°)被固定,并且布置在用于撞击从钻头3的杆外周表面上的叶片部分4上的从喷射口5喷射的流体的位置。杆可旋转地前进。通过从喷射口5喷射凝固材料液体进行钻孔,同时利用钻头和流体使钻孔扩大的挖掘同时进行,并且同时进行挖掘沉淀物和凝固材料液体的混合。挖掘沉淀物和凝固材料液通过叶片部进一步搅拌混合,在形成棒状的地面改良体直至期望的位置之后,将芯材结构原样留在地面改良体中,杆状加强体的构造。;版权所有:(C)2006,日本特许厅

著录项

  • 公开/公告号JP2006152590A

    专利类型

  • 公开/公告日2006-06-15

    原文格式PDF

  • 申请/专利权人 TENOX CORP;

    申请/专利号JP20040341702

  • 发明设计人 FUKUDA ATSUO;HISHINUMA NOBORU;

    申请日2004-11-26

  • 分类号E02D3/12;E02D5/80;

  • 国家 JP

  • 入库时间 2022-08-21 21:56:15

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