会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 72. 发明专利
    • Shaft construction method and shaft structure on sloped ground
    • 斜坡地基施工方法及轴承结构
    • JP2012036716A
    • 2012-02-23
    • JP2011141088
    • 2011-06-24
    • Kajima Corp鹿島建設株式会社
    • FUJISAKA YASUSHIOTOFUJI KANJISAITO KIMIOKOGURE YUICHIMATSUKI SATOSHISUDA NOBUHIROKAWANAKA TETSUTOSAKAI DAISUKEICHINOMIYA TOSHIMICHISOGABE NAOKIKANEMITSU YOSHIHISA
    • E21D1/08E02D17/08E21D5/04
    • PROBLEM TO BE SOLVED: To provide a shaft construction method and a shaft structure on sloped ground which can reduce work labor, working hours and construction cost and successfully prevent sliding of an upper layer ground and falling forward of an inverted lining wall at the upper part of a shaft.SOLUTION: In a shaft construction method, ground improvement processing is performed to an outside peripheral edge, which includes an upper part in an inclined direction, of an opening of vertical hole drilled in a ground 1 with a sloped surface by adding cement or a cement-based solidification material, and the vertical hole is formed by drilling downward in stages in the surrounded ground including an inner peripheral surface of a horseshoe-shaped ground 3 subjected to the improvement processing, while an inverted lining wall 4 including a concrete material is formed on an inner peripheral surface of the vertical hole, which is repeated each time the drilling at the each stage is completed, and the inverted lining wall 4, which is connected and integrated with the ground subjected to the improvement processing, is formed to the target depth.
    • 要解决的问题:在倾斜的地面上提供轴施工方法和轴结构,可以减少工作人员,工作时间和施工成本,并成功地防止上层地面的滑动和倒置的内墙壁向前倾斜 轴的上部。 解决方案:在轴施工方法中,通过添加水泥对在地面1中钻出的垂直孔的开口的倾斜表面的外周边缘(包括倾斜上部)进行地面改良处理 或水泥基固化材料,并且垂直孔通过在包括经受改进处理的马蹄形地面3的内周面的包围地面中分阶段地向下钻孔而形成,而包括混凝土的倒置衬里壁4 材料形成在垂直孔的内周面上,每次完成在每个阶段的钻孔时重复,并且形成与经过改进处理的地面连接并整合的倒置衬壁4 到目标深度。 版权所有(C)2012,JPO&INPIT
    • 76. 发明专利
    • Shaft constructing method
    • 轴构造方法
    • JP2006125055A
    • 2006-05-18
    • JP2004314937
    • 2004-10-29
    • Jfe Metal Products & Engineering IncJfe建材株式会社Kato Construction Co Ltd株式会社加藤建設
    • MAKINO MASAKIHAMADA YOSHIYUKISATO SHUICHI
    • E21D5/10E02D23/00E21D1/08
    • PROBLEM TO BE SOLVED: To provide a shaft constructing method for constructing a shaft having a larger effective diameter and a larger effective depth efficiently without incurring cost increase. SOLUTION: According to the shaft constructing method, cylindrical earth retaining wall assemblies 1a, 1b, 1c which are each formed by assembling a corrugated steel skin plate 5 and a cage frame 4 as unit elements, are successively connected to each other on a cutting edge ring 10, and at the same time excavation of a shaft bottom and press-fitting of the wall assemblies by a press-fitting apparatus are repeatedly carried out, to thereby construct the shaft H formed of the earth retaining wall assemblies 1 having a predetermined depth. Each of the earth retaining wall assemblies 1a to 1c is formed of ring beams and longitudinal cross beams 3 as essential elements. Load applied by the press-fitting apparatus 7 is transmitted via the cross beams 3 in each stage to the cutting edge ring 10 at a front end of the shaft. After construction of the shaft H, the cage frames 4 are disassembled to be removed, and only the skin plates 5 are left as the earth retaining wall 1. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种用于在不引起成本增加的情况下有效地构建具有较大有效直径和较大有效深度的轴的轴构造方法。 解决方案:根据轴构造方法,通过组装波纹钢表层板5和作为单元的笼式框架4形成的圆柱形挡土墙组件1a,1b,1c相互连接在 切削刃环10,并且同时通过压配装置挖掘轴底和压配壁组件,从而构成由挡土墙组件1形成的轴H,该轴H具有 预定深度。 每个挡土墙组件1a至1c由环形梁和纵向横梁3作为必要元件形成。 由压入装置7施加的载荷通过各级的横梁3在轴的前端被传递到切削刃环10。 在构造轴H之后,将框架4拆卸以便移除,并且只剩下皮肤板5作为挡土墙1.版权所有(C)2006,JPO&NCIPI
    • 80. 发明专利
    • Shaft sinking casing
    • JP2004143852A
    • 2004-05-20
    • JP2002311472
    • 2002-10-25
    • Copros Co Ltd株式会社コプロス
    • MIYAZAKI MAMORU
    • E21B7/20E21D1/08E21D5/10
    • PROBLEM TO BE SOLVED: To provide a shaft sinking casing for effectively transmitting pushing force of a cylinder to an excavating blade, and recovering the cylinder without making a person enter the inside after completing sinking of a shaft.
      SOLUTION: This shaft sinking casing is provided with the saw-shaped excavating blade 2 movable along the lower end peripheral edge of a casing body 1. The cylinder 5 having a reciprocating operation rod 5a is installed in parallel to the moving direction of the excavating blade 2 in the casing body 1. A driving mechanism is arranged for reciprocating the excavating blade 2 by reciprocating motion of the operation rod 5a. When reciprocating the operation rod 5a of the cylinder 5 by the driving mechanism, the excavating blade 2 installed in parallel to the moving direction of the operation rod 5a makes reciprocating motion. Since the moving direction of the operation rod 5a and the moving direction of the excavating blade 2 are parallel, almost all of the pushing force of the cylinder 5 are used for the reciprocating motion of the excavating blade 2. Thus, the pushing force of the cylinder 5 is effectively transmitted to the excavating blade 2.
      COPYRIGHT: (C)2004,JPO