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1. 发明专利

JP2004300913A H-shape steel with projection and wall body using it 审中-公开
公开(公告)号：JP2004300913A
公开(公告)日：2004-10-28
申请号：JP2003428099
申请日：2003-12-24
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TATSUMI YUUICHI , WAKIYA HIROSHI , YAMAGUCHI AKIRA , ONDA KUNIHIKO , TAKEDA ATSUSHI , TONO MITSUO , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20 , E02D5/04 , E04C5/03
摘要： PROBLEM TO BE SOLVED: To provide a wall body, reduced in thickness and having high yield strength and high rigidity. SOLUTION: In this H-shape steel, two or more projections having a height (h) satisfying the expression: 2 mm ≤h≤50 mm, a width (b) satisfying the expression: h≤b≤5h and a pitch P satisfying the expression: 4b≤P are formed on the inner surface of a flange. This wall body has a steel skeleton structure part using the above H-shape steel with projections as a structural member. COPYRIGHT: (C)2005,JPO&NCIPI

2. 发明专利

JP2004278048A Steel concrete incorporating basement wall using h-shaped steel with flange outside projection 有权
公开(公告)号：JP2004278048A
公开(公告)日：2004-10-07
申请号：JP2003068469
申请日：2003-03-13
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TATSUMI YUUICHI , WAKIYA HIROSHI , TONO MITSUO , TAKEDA ATSUSHI , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a wall capable of preventing the interference of reinforcement and a tremie pipe with each other, having excellence in workability in the case of wall construction, and preventing the sudden lowering of the proof stress of a wall caused by the peeling of the outside concrete of a flange. SOLUTION: A steel concrete incorporating basement wall is constituted that insertion reinforcement is inserted up to a position at the end in the direction of the height of a web surface beyond a position opposed to the flange side of an H-shaped steel with the flange outside projection and that it is laid at a predetermined interval from the flange side. COPYRIGHT: (C)2005,JPO&NCIPI

3. 发明专利

JP2005098059A Shape steel and wall using shape steel 有权
标题翻译：形状钢和使用形状的钢板
公开(公告)号：JP2005098059A
公开(公告)日：2005-04-14
申请号：JP2003431714
申请日：2003-12-26
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： ONDA KUNIHIKO , TATSUMI YUUICHI , WAKIYA HIROSHI , YAMAGUCHI AKIRA , ISHIZAWA TAKESHI , TAKEDA ATSUSHI , TONO MITSUO , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20 , E02D5/10 , E04B2/56 , E04C3/00 , E04C3/04 , E04C3/06 , E04C3/293 , E04C5/03
CPC分类号： E04C3/06 , E02D5/10 , E04C3/293 , E04C5/03 , E04C2003/0452
摘要： PROBLEM TO BE SOLVED: To obtain a shape steel which excels in an adhesive force to a concrete, and a wall which is made to be thinner.
SOLUTION: In a wide flange shape steel having a plurality of projections on its inner surface, an upper side width b
2 of each of the projections in a cross section perpendicular to the surface of the wide flange shape steel having the projections, a projection height h, and a projection pitch P satisfy both inequalities of P/h≤10 and P/b
2 ≥4. In the wall using the wide flange shape steels as structural members, a plurality of the wide flange shape steels are erected in a longitudinal direction of the wall with the outer surfaces of the flanges facing the wall surface.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：获得对混凝土的粘合力优异的成形钢和制成较薄的壁。解决方案：在具有在其内表面上具有多个突起的宽法兰形钢中，每个突起的上侧宽度b SB> 2 在垂直于宽的表面的横截面中突起高度h和突起间距P的凸缘形状钢满足P /h≤10和P / b 2 ≥2的不等式。在使用宽法兰形状钢作为结构构件的壁中，多个宽法兰形状的钢在壁的纵向方向竖立，凸缘的外表面面向壁表面。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2004293083A Steel concrete composite underground wall using wide-flange shape steel with inner rib 有权
公开(公告)号：JP2004293083A
公开(公告)日：2004-10-21
申请号：JP2003084592
申请日：2003-03-26
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TATSUMI YUUICHI , WAKIYA HIROSHI , TONO MITSUO , TAKEDA ATSUSHI , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a steel concrete composite underground wall for thinning the wall thickness by using an inexpensive steel material.
SOLUTION: This steel concrete composite underground wall uses wide-flange shape steel with an inner rib composed of concrete and the wide-flange shape steel with the inner rib installed by welding a deformed reinforcement in the longitudinal direction to a flange inside surface of the wide-flange shape steel. The adjacent wide-flange shape steel with the inner rib is separately erected on the ground in the wall longitudinal direction so that a flange outside surface of the wide-flange shape steel with the inner rib is opposite to a wall surface. These concrete and wide-flange shape steel with the inner rib are integrated by connecting the concrete outside of a position of the flange inside surface of the wide-flange shape steel with the inner rib and the concrete inside of a position of the flange inside surface of the wide-flange shape steel with the inner rib, and the concrete sandwiched by the flange inside surface of the wide-flange shape steel with the inner rib also sticks to the respective wide-flange shape steel with the inner rib via the deformed reinforcement.
COPYRIGHT: (C)2005,JPO&NCIPI

5. 发明专利

JP2005061148A Inner digger device for constructing hollow pile 有权
标题翻译：用于构造中空桩的内部设备
公开(公告)号：JP2005061148A
公开(公告)日：2005-03-10
申请号：JP2003295441
申请日：2003-08-19
申请人： Geotop Corp , Jfe Steel Kk , Jfeスチール株式会社 , Nozaki Kenko Kk , Sanwa 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
发明人： WAKIYA HIROSHI , TATSUMI YUUICHI , MIMURA TETSUHIRO , FUKUDA KAZUO , YAMAZAKI KAZUO
IPC分类号： E21B7/20 , E02D7/00
摘要： 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
摘要翻译：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

6. 发明专利

JP2005061145A Extension and contraction device for inner digger rod 有权
标题翻译：内窥镜延伸和收缩装置
公开(公告)号：JP2005061145A
公开(公告)日：2005-03-10
申请号：JP2003295383
申请日：2003-08-19
申请人： Geotop Corp , Jfe Steel Kk , Jfeスチール株式会社 , Nozaki Kenko Kk , Sanwa 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
发明人： WAKIYA HIROSHI , TATSUMI YUUICHI , MIMURA TETSUHIRO , FUKUDA KAZUO , YAMAZAKI KAZUO
IPC分类号： E21B3/02 , E02D7/00
摘要： 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
摘要翻译：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

JP2004293035A Joint structure of steel pipe 审中-公开
公开(公告)号：JP2004293035A
公开(公告)日：2004-10-21
申请号：JP2003082666
申请日：2003-03-25
申请人： Jfe Steel Kk , Jfeスチール株式会社
发明人： HORIKAWA SHINJI , MORI GEN , TAKANO KIMIHISA , UEDA TOMOHIRO , TOYOHARA AKITOSHI , TATSUMI YUUICHI
IPC分类号： E02D5/24 , F16B7/04 , F16B7/18
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of steel pipes capable of facilitating the construction with a simple structure at a low cost and having high reliability corresponding also to large tensile load.
SOLUTION: The joint structure of the steel pipes includes an outside joint pipe 1 having engaging sections 5a, 5b and 5c with a plurality of steps in the direction of the axis of the inner circumferential surface connected to one steel pipe 31 and an inside joint pipe 11 having engaged projection sections 16a, 16b and 16c with a plurality of steps having a diameter reducing function and engaged with the engaging sections 5a, 5b and 5c of the outside joint pipe 1 in the direction of the axis of the outer circumferential surface connected to the other pipe 32, and the inside joint pipe 11 is pressed inside of the outside joint pipe 11 to respectively engage the engaged projection sections 16a, 16b and 16c with the engaging sections 5a, 5b and 5c of the outside joint pipe 1.
COPYRIGHT: (C)2005,JPO&NCIPI

8. 发明专利

JP2004036157A Pile construction method and pile head part expandably rotating device used therefor 有权
公开(公告)号：JP2004036157A
公开(公告)日：2004-02-05
申请号：JP2002192854
申请日：2002-07-02
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Nozaki Kenko Kk , Tokyo Seisakusho:Kk , ノザキ建工株式会社 , 株式会社東京製作所
发明人： WAKIYA HIROSHI , TATSUMI YUUICHI , INOUE HACHIRO , FUKUDA KAZUO
IPC分类号： E02D13/00 , E02D7/00
摘要： PROBLEM TO BE SOLVED: To provide a pile construction method for shortening pile construction time by effectively using motive power of a driving motor for an auger excavator, and a pile head part expandably rotating device used therefor. SOLUTION: This pile construction method repeats an auger precedently excavating process for excavating the ground by lowering an auger rod by the prescribed depth while rotating the auger rod by wholly transmitting the motive power of the driving motor for the auger excavator to the auger rod without being transmitted to a pipe pile, an auger pulling-up process for pulling up a tip auger head in a pipe pile tip part by lifting the auger rod and a pile-auger rotatably intruding process for rotatably intruding both up to a depth position exceeding no depth excavated by the precedently excavating process by mutually rotating the pipe pile and the auger rod in the opposite direction by transmitting the motive power of the driving motor to both the pipe pile and the auger rod in this order. COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2007170176A Joint structure of steel pipe 有权
标题翻译：钢管接头结构
公开(公告)号：JP2007170176A
公开(公告)日：2007-07-05
申请号：JP2007067367
申请日：2007-03-15
申请人： Jfe Steel Kk , Jfeスチール株式会社
发明人： TAKANO KIMIHISA , HORIKAWA SHINJI , TOYOHARA AKITOSHI , TATSUMI YUUICHI
IPC分类号： E02D5/24 , F16B7/18
摘要： 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
摘要翻译：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

10. 发明专利

JP2005061149A Rotary pressing-in device 有权
标题翻译：旋转压力装置
公开(公告)号：JP2005061149A
公开(公告)日：2005-03-10
申请号：JP2003295446
申请日：2003-08-19
申请人： Geotop Corp , Jfe Steel Kk , Jfeスチール株式会社 , Nozaki Kenko Kk , Sanwa 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
发明人： WAKIYA HIROSHI , TATSUMI YUUICHI , MIMURA TETSUHIRO , FUKUDA KAZUO , YAMAZAKI KAZUO
IPC分类号： E21B7/20 , E02D7/00
摘要： 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
摘要翻译：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

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