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    • 3. 发明专利
    • Inner digger device for constructing hollow pile
    • 用于构造中空桩的内部设备
    • JP2005061148A
    • 2005-03-10
    • JP2003295441
    • 2003-08-19
    • Geotop CorpJfe Steel KkJfeスチール株式会社Nozaki Kenko KkSanwa Kizai Co Ltdノザキ建工株式会社三和機材株式会社株式会社ジオトップ
    • WAKIYA HIROSHITATSUMI YUUICHIMIMURA TETSUHIROFUKUDA KAZUOYAMAZAKI KAZUO
    • E21B7/20E02D7/00
    • PROBLEM TO BE SOLVED: To use a driving part used in a general-purpose earth auger in a driving part of an inner digger device for constructing a hollow pile.
      SOLUTION: This inner digger device used in the construction for building the hollow pile is pushed into the ground while rotating the hollow pile 1 by a swivel machine 2 installed on the ground to form a soil column by digging sediment in the hollow pile. This device is provided with a casing 4 for holding the driving part supported so as to rotate and move vertically and freely by a suspension means, a guide rail 5 fixed in the longitudinal direction in the inside of the casing, a general-purpose driving part 6 mounted on the guide rail so as to slide vertically and freely, a digger rod 9 connected with an output shaft 7 of the driving part and having a digger head 8 at a lower end, and at least a pair of left and right hydraulic cylinders 10 for pressing-in whose one ends are connected with the driving part 6 and whose other ends are connected with a lower part of the casing 4 for holding the driving part. An upper end of the hollow pile 1 can be connected with a lower part of the casing 4 for holding the driving part and the driving part 6 can be freely pressed in by contraction movement of the hydraulic cylinders 10 for pressing-in.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:在内挖掘装置的驱动部分中使用通用地埋螺旋钻中的驱动部件来构造中空桩。 解决方案:用于建筑中空桩的施工中使用的内挖掘装置被推入地面,同时通过安装在地面上的旋转机器2旋转中空桩1,通过挖掘中空桩中的沉积物形成土柱 。 该装置设置有用于保持被支撑的驱动部件的壳体4,该驱动部件通过悬挂装置,沿着纵向方向固定在壳体内部的导轨5进行垂直和自由地旋转移动;通用驱动部件 6,安装在导轨上以便垂直和自由地滑动;挖掘杆9,其与驱动部分的输出轴7连接并且在下端具有挖掘头8,以及至少一对左右液压缸 10,其一端与驱动部分6连接,并且其另一端与用于保持驱动部分的壳体4的下部连接。 中空桩1的上端可以与用于保持驱动部的壳体4的下部连接,并且驱动部6可以通过用于压入的液压缸10的收缩运动而被自由地按压。 版权所有(C)2005,JPO&NCIPI
    • 4. 发明专利
    • Rotary pressing-in device
    • 旋转压力装置
    • JP2005061149A
    • 2005-03-10
    • JP2003295446
    • 2003-08-19
    • Geotop CorpJfe Steel KkJfeスチール株式会社Nozaki Kenko KkSanwa Kizai Co Ltdノザキ建工株式会社三和機材株式会社株式会社ジオトップ
    • WAKIYA HIROSHITATSUMI YUUICHIMIMURA TETSUHIROFUKUDA KAZUOYAMAZAKI KAZUO
    • E21B7/20E02D7/00
    • PROBLEM TO BE SOLVED: To rotate an inner digger rod and a pile by a single driving source and disconnect rotation on an inner digger rod side from a pile side as required to miniaturize a rotary pressing-in device and reduce its weight.
      SOLUTION: The inner digger rod 6 and a casing 5 for rotating the pile are rotatably supported in a driving part 1 hoisted and held along a leader mast so as to elevate and lower freely in a drivable manner. A support basic body 8 of the casing 5 for rotating the pile fitted externally in the inner digger rod 6 is supported over a predetermined scope by an elevation means so as to move vertically in the driving part. A pile support part 10 supporting the pile 9 is rotatably supported at a lower end of the support basic body 8. A linkage means 14 for linking the casing 5 for rotating the pile with the pile support part 10 in a scope of vertical movement of the pile 9 is provided to constitute the linkage means 14 so as to link and disengage by expansion and contraction movement of a cylinder. Rotation of the casing 5 for rotating the pile is transmitted to the pile support part 10 when linking by the linkage means 14 to rotate the pile 9 and disconnect rotation when not linked.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:通过单个驱动源旋转内部挖掘机杆和桩,并且根据需要在挖掘机侧的内侧挖掘杆侧断开旋转以使旋转压入装置小型化并减小其重量。 解决方案:用于旋转桩的内挖掘杆6和壳体5可旋转地支撑在沿导引杆升降并保持的驱动部分1中,以便以可驱动的方式自由升高。 壳体5的支撑基体8,其用于使从内部挖掘杆6外部配置的绒头旋转,通过升降装置在预定范围内被支撑,以便在驱动部分中垂直移动。 支撑桩9的桩支撑部分10可旋转地支撑在支撑基体8的下端。一个联接装置14,用于在壳体5的垂直运动的范围内连接用于使桩与桩支撑部分10旋转的壳体5 提供桩9以构成连杆装置14,以便通过气缸的膨胀和收缩运动来连接和分离。 用于旋转桩的壳体5的旋转在通过连接装置14连接时旋转桩9并且在不连接时断开旋转而被传递到桩支撑部10。 版权所有(C)2005,JPO&NCIPI
    • 5. 发明专利
    • Extension and contraction device for inner digger rod
    • 内窥镜延伸和收缩装置
    • JP2005061145A
    • 2005-03-10
    • JP2003295383
    • 2003-08-19
    • Geotop CorpJfe Steel KkJfeスチール株式会社Nozaki Kenko KkSanwa Kizai Co Ltdノザキ建工株式会社三和機材株式会社株式会社ジオトップ
    • WAKIYA HIROSHITATSUMI YUUICHIMIMURA TETSUHIROFUKUDA KAZUOYAMAZAKI KAZUO
    • E21B3/02E02D7/00
    • PROBLEM TO BE SOLVED: To provide a device capable of rotating and driving an inner digger rod inserted into a hollow pile by the same driving source as that of the pile.
      SOLUTION: A casing 7 for rotating the pile for connecting the hollow pile 11 with a lower end and a rotary body 8 for rotating the inner digger rod are rotatably supported in a driving part 2 hoisted and held along a leader mast so as to elevate and lower freely in a drivable manner, respectively. The rotary body 8 supports one ends of a plurality of hydraulic cylinders 16 and connects a cylindrical outer cylinder 24 with the other ends of the hydraulic cylinders. It allows a cylinder bundling member 7 bundling the hydraulic cylinders and the outer cylinder to slide in the axial direction and is fitted in the direction of rotation to rotate integrally. Upper and lower liquid medicine passages 20, 23 provided in a central part of the cylinder bundling member and a central part of the outer cylinder and provided to communicate with a liquid medicine passage of the inner digger rod are mutually connected slidably in the axial direction. Pressure oil is uniformly supplied into and discharged from the plurality of hydraulic cylinders to expand and contract the inner digger rod 1 in the vertical direction.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种能够通过与桩相同的驱动源旋转和驱动插入中空桩的内挖掘杆的装置。 解决方案:用于使用于将中空桩11与下端连接的桩的旋转体7和用于旋转内部挖掘杆的旋转体8的壳体7可旋转地支撑在提升并保持沿着导杆杆的驱动部分2中,以便 分别以可驱动的方式自由地升高和降低。 旋转体8支撑多个液压缸16的一端并将圆柱形外筒24与液压缸的另一端连接。 能够使液压缸和外筒捆扎的筒体捆扎构件7沿轴向滑动并且在旋转方向上嵌合以一体地旋转。 设置在气缸收紧部件的中央部的上下液体药液通路20,23和外筒的中央部,与内部挖掘杆的液体药液通路连通,在轴向上可滑动地相互连接。 压力油被均匀地供给到多个液压缸中并从多个液压缸排出,以使内部挖掘杆1在垂直方向上伸缩。 版权所有(C)2005,JPO&NCIPI
    • 7. 发明专利
    • Joint structure of steel pipe
    • 钢管接头结构
    • JP2007170176A
    • 2007-07-05
    • JP2007067367
    • 2007-03-15
    • Jfe Steel KkJfeスチール株式会社
    • TAKANO KIMIHISAHORIKAWA SHINJITOYOHARA AKITOSHITATSUMI YUUICHI
    • E02D5/24F16B7/18
    • PROBLEM TO BE SOLVED: To provide a joint structure of a steel pipe with excellent transportability and construction efficiency by eliminating a split cylindrical joint formed separately from a steel pipe pile which is required in conventional joint structures.
      SOLUTION: In this joint structure of the steel pipe, an outer joint pipe 3 and an inner joint pipe 33 are fitted to the joint ends of the steel pipes 1, 31 to be joined, and the outer joint pipe 3 is inserted onto the inner joint pipe 33 in the pipe axial direction to join these steel pipes to each other. The joint structure comprises slits formed at one side of the inner joint pipe 33 and dividing it into multiple parts in the circumferential direction, projecting parts 35 formed on the outer peripheral surface of the inner joint pipe 33, a side wall 7a at a recessed part 7 formed in the inner peripheral surface of the outer joint pipe 3 and resisting a tensile load together with projecting parts 35 by engaging with the projecting parts 35 while the inner joint pipe 33 is inserted into the outer joint pipe 3, and a contact part resisting a compression load while the inner joint pipe 33 is inserted into the outer joint pipe 3.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:通过消除与常规接头结构中所需的钢管桩分开形成的开口圆柱形接头,从而提供具有优良的输送性和施工效率的钢管的接头结构。

      解决方案:在该钢管的接合结构中,将外接头管3和内接合管33装配到待接合的钢管1,31的接头端部,并将外接头管3插入 在管轴方向上的内侧接头管33上,将这些钢管彼此接合。 接头结构包括形成在内侧接头管33的一侧的狭缝,并在圆周方向上分成多个部分,形成在内侧接头管33的外周面的突出部35,凹部的侧壁7a 7,其形成在外侧接头管3的内周面上,同时通过与突出部35接合而与突出部35抵抗拉伸载荷,同时内侧接头管33插入到外侧接头管3内,接触部抵抗 内侧接头管33插入到外侧接头管3内时的压缩载荷。(C)2007,JPO&INPIT

    • 8. 发明专利
    • Joining method of steel pipe with mechanical joint and steel pipe with mechanical joint used in it
    • 机械接头和钢管接头钢管接头方法
    • JP2004270273A
    • 2004-09-30
    • JP2003061880
    • 2003-03-07
    • Jfe Engineering KkJfe Steel KkJfeエンジニアリング株式会社Jfeスチール株式会社
    • TATSUMI YUUICHITOYOHARA AKITOSHITAKANO KIMIHISAHORIKAWA SHINJI
    • E02D5/24E02D5/28
    • PROBLEM TO BE SOLVED: To provide a joining method of a steel pipe with a mechanical joint, reducing the weight of a tool and making it compact as compared with a joining tool such as a chain wrench, surely joining the upper and lower steel pipes, and surely joining the upper and lower steel pipes even if a space at the periphery of the steel pipe is narrow, and the steel pipe with the mechanical joint used in it.
      SOLUTION: A lower steel pipe 1 having a first mechanical joint 2 at the upper end and an upper steel pipe 3 having a second mechanical joint 4 fitted to the first mechanical joint 2 by rotation at the lower end are vertically joined to each other. One end of a towing line 7 is wound round the upper steel pipe 3, and the other end of the towing line is pulled by a towing tool 5 to apply a turning force to the upper steel pipe 3, thereby fitting the second mechanical joint 4 to the first mechanical joint 2.
      COPYRIGHT: (C)2004,JPO&NCIPI
    • 要解决的问题:为了提供具有机械接头的钢管的接合方法,与诸如链条扳手的接合工具相比,减小了工具的重量并使其紧凑,可靠地连接上下 钢管,即使在钢管周边的空间较窄的情况下,也可以连接上下钢管,使用机械接头的钢管。 解决方案:在上端具有第一机械接头2的下钢管1和具有通过在下端旋转而装配到第一机械接头2的第二机械接头4的上钢管3垂直接合到每个 其他。 牵引线7的一端缠绕在上钢管3上,牵引线的另一端由牵引工具5拉动,向上钢管3施加转动力,从而将第二机械接头4 到第一个机械接头2.版权所有(C)2004,JPO&NCIPI
    • 10. 发明专利
    • Supporting structure of foundation pile and construction method of foundation pile
    • 基础桩支撑结构和基础桩施工方法
    • JP2006249928A
    • 2006-09-21
    • JP2006175740
    • 2006-06-26
    • Jfe Steel KkJfeスチール株式会社
    • WAKIYA HIROSHITATSUMI YUUICHI
    • E02D5/56E02D7/22
    • PROBLEM TO BE SOLVED: To provide a supporting structure of a foundation pile capable of providing a high tip support force even if a large blade is not installed and a construction method of the foundation pile capable of easily constructing the supporting structure.
      SOLUTION: This supporting structure of the foundation pile comprises a steel pipe pile having a projection of 4 mm or longer in height on the tip part outer periphery thereof and a foot protection column formed in the support layer of the ground or in the district of the ground including the support layer and allowing the tip part of the steel pipe pile to be inserted therein to be formed integrally with each other.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了提供即使没有安装大刀片也能够提供高尖端支撑力的基础桩的支撑结构,并且能够容易地构造支撑结构的基础桩的施工方法。 解决方案:该基础桩的该支撑结构包括在其顶端部外周上具有高度为4mm或更长的突起的钢管桩和形成在地面的支撑层中的脚保护柱 包括支撑层的地面区域,并且允许钢管桩的顶端部分插入其中以形成为一体。 版权所有(C)2006,JPO&NCIPI