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31. 发明专利

JP2008169619A Slab-like panel for floor slab or covering plate, using section steel, and its construction method 有权
标题翻译：用于板材或覆盖板的板状板，使用钢和其构造方法
公开(公告)号：JP2008169619A
公开(公告)日：2008-07-24
申请号：JP2007003686
申请日：2007-01-11
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKAGI MASATAKA , KINOSHITA MASATAKA , HONMA KOJI
IPC分类号： E01C9/08 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a slab-like panel for a floor slab or a covering plate, using steel shape, which is joined and integrated without the use of welding, and a manufacturing method for the slab-like panel.
SOLUTION: In this wholly-integrated slab-like panel for the floor slab or the covering plate, using the steel shape, the plurality of pieces of section steel 1 with a flange 33 and a web portion are juxtaposed in parallel in a direction orthogonal to its longitudinal direction; an opening 6 is provided in the web portion of the steel shape 1; a rod-like member 7 such as a steel pipe, a reinforcing bar and bar steel is inserted throughout each opening 6; an elastic material 17 for preventing leakage in the placing of concrete is arranged on a surface where the pieces of the steel shape 1 are brought into contact with each other; and a hardening material 8 with the pasage of time such as the concrete is infilled into a space which is enclosed with the section steel 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于楼板或覆盖板的板状面板，使用钢结构而不使用焊接进行连接和集成，以及板状面板的制造方法。解决方案：在这种用于地板或覆盖板的这种完全一体化的板状面板中，使用钢的形状，具有凸缘33和腹板部分的多个截面钢片1并列并置方向与其纵向正交; 在钢板形1的腹板部分设有开口6; 在每个开口6中插入诸如钢管，钢筋和钢筋的杆状构件7; 在形状1的钢板彼此接触的表面上设置用于防止混凝土的放置泄漏的弹性材料17; 并且将具有诸如混凝土的时间的固化材料8填充到由截面钢1包围的空间中。（C）2008年，JPO和INPIT

32. 发明专利

JP2006104788A Bridge girder structure using section steel 有权
标题翻译：桥梁钢结构使用钢
公开(公告)号：JP2006104788A
公开(公告)日：2006-04-20
申请号：JP2004293650
申请日：2004-10-06
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TOYOSHIMA KEI , TAKAGI MASATAKA , KINOSHITA MASATAKA , KIMURA TETSUO , HONMA KOJI
IPC分类号： E01D1/00 , E01D2/02 , E01D2/04
摘要： PROBLEM TO BE SOLVED: To provide a bridge girder structure using section steels, which facilitates the manufacture of a steel segment, contributes to efficient working and labor saving in design, and can efficiently resist a cross sectional force occurring on a bridge girder, without drastically increasing a girder height or a steel weight. SOLUTION: The bridge girder structure is constructed by arranging the plurality of steel segments 1 each formed of the section steel having flanges 8 and a web, or each formed of the plurality of section steels connected together via the flanges 8 as a joint, such that a longitudinal direction of each steel segment extends along a bridge axial direction, and by connecting the mutually adjacent steel segments 1 to each other via the flanges 8 at lateral edges of the respective steel segments 1. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种有利于制造钢段的截面钢的桥梁结构，有助于设计中有效的工作和节省劳动力，并且可以有效地抵抗桥梁上产生的横截面力，而不会大大增加梁的高度或钢重量。解决方案：桥梁结构通过布置由形成有具有凸缘8和腹板的部分钢的多个钢段1构成，或者由多个通过凸缘8连接在一起的多个钢段形成，使得每个钢段的纵向方向沿桥轴方向延伸，并且通过相应的钢段1在相应的钢段1的侧边缘处经由凸缘8彼此连接。版权所有（C））2006年，日本特许厅和NCIPI

33. 发明专利

JP2006063642A Water sealing wall structure of steel pipe sheet pile 有权
标题翻译：钢管板水封密封结构
公开(公告)号：JP2006063642A
公开(公告)日：2006-03-09
申请号：JP2004247334
申请日：2004-08-26
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： MOCHIZUKI TAKESHI , TORISAKI HATSUICHI , KINOSHITA MASATAKA
IPC分类号： E02D5/08 , B09B1/00 , E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a water sealing wall structure of a steel pipe sheet pile capable of reducing installation cost and repair cost in leakage by providing both a spacer function and a monitoring pipe function thereto for keeping a distance between adjacent steel pipe bodies at a specified distance.
SOLUTION: A large number of steel pipe bodies 10 dividing a sea surface S into a disposition station A side and an open sea B side are driven along a foundation ground G, and spaces between the adjacent steel pipe bodies 10 are joined, watertight, to each other with a pair of right and left male and female joints 11 and 12 disposed double symmetrically at the front and rear sides. A hollow spacer member 18 is disposed at the narrowest part a between the steel pipe bodies 10 and 10 in a space portion 17 formed between the front and rear female and male joints 11 and 12. A well 19 for monitoring detecting the presence or absence of the oozing of unfree water from the disposing station A is installed in the spacer member 18.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够降低安装成本和泄漏维修成本的钢管板桩的水封壁结构，既提供间隔件功能又具有监控管功能，以保持相邻钢之间的距离管体在指定的距离。解决方案：沿着基础地面G驱动大量将海面S分割为配置站A侧和开放海B侧的钢管体10，并且相邻的钢管体10之间的空间接合，水密，彼此具有在前侧和后侧双重对称地配置的一对右和左男性和女性关节11和12。中空的间隔件18设置在钢管主体10和10之间的最小部分a之间，形成在前和后两个公接头11和12之间的空间部分17中。一个用于监测检测是否存在安置站点A的未经处理的水的渗出被安装在间隔件18中。版权所有：（C）2006，JPO＆NCIPI

34. 发明专利

JP2006063521A Steel sheet pile, its manufacturing method, its fitting structure, and cut-off method for steel sheet pile wall 审中-公开
标题翻译：钢板桩，其制造方法，其配套结构和切割方法
公开(公告)号：JP2006063521A
公开(公告)日：2006-03-09
申请号：JP2004243493
申请日：2004-08-24
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KINOSHITA MASATAKA , MOCHIZUKI TAKESHI , EDA KAZUHIKO
IPC分类号： E02D5/14
摘要： PROBLEM TO BE SOLVED: To provide a steel sheet pile which enables a cut-off material to be infilled into a space of a joint part from above to below without an unfilled part, after the steel sheet pile is driven into soil by using a general Larsen steel sheet pile without the use of the steel sheet pile with a special claw shape, and a cut-off method using the steel sheet pile.
SOLUTION: Characteristically, in either one or both of joints A and B of the steel sheet pile with a Larsen joint, a cut surface 14 is provided in the claw part 1a in the width direction 5 of the claw part and the longitudinal direction of the steel sheet pile.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢板桩，其能够在没有未填充部分的情况下将截止材料从上到下填充到接合部的空间中，在钢板桩被驱入土壤之后使用普通的拉森钢板桩，而不使用特殊爪形的钢板桩，以及使用钢板桩的切断方法。解决方案：特征在于在具有拉森接头的钢板桩的接头A和B中的任一个或两个中，在爪部1a的爪部的宽度方向5上设有切割面14，纵向钢板桩方向。版权所有（C）2006，JPO＆NCIPI

35. 发明专利

JP2005330809A Floor slab bridge 有权
标题翻译：地板砖桥
公开(公告)号：JP2005330809A
公开(公告)日：2005-12-02
申请号：JP2005239537
申请日：2005-08-22
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKAGI MASATAKA , GOTO NOBUHIRO , KINOSHITA MASATAKA , SAKATA YUTAKA , FUJIKAWA TAKAHITO
IPC分类号： E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a floor slab bridge attaining labor saving in machining by joining a plurality of rectangular steel pipes to constitute a floor slab without using a bolt joint needing welding and boring which are the main causes of breakage, and the machining of a splice plate or the like.
SOLUTION: The plurality of rectangular steel pipes 1 extending in the axial direction of the bridge are disposed in parallel in a right-angled direction with respect to a bridge axis, and openings 6 are provided in side faces of the rectangular steel pipes 1. Bar-like members 7 such as steel pipes, bar steel or reinforcements are inserted through the openings 6 to constitute shearing keys in the right-angled direction with respect to the bridge axis, and material 8 hardened with the lapse of time is filled at intersection parts of the rectangular steel pipes 1 and bar-like members 7 to integrate the rectangular steel pipes 1 and the bar-like members 7.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过连接多个矩形钢管构成楼板而实现省力的楼板桥梁，而不使用作为主要破裂原因的需要焊接和钻孔的螺栓接头，以及拼接板等的加工。解决方案：沿着桥的轴向延伸的多个矩形钢管1相对于桥轴线以直角方向平行设置，并且在矩形钢管的侧面设置开口6 通过开口6插入诸如钢管，棒钢或钢筋的棒状构件7，以相对于桥轴线以直角方向构成剪切键，并且填充经过时间硬化的材料8 在矩形钢管1和棒状构件7的交叉部分处，将矩形钢管1和棒状构件7整合在一起。（C）2006年，JPO＆NCIPI

36. 发明专利

JP2004353441A Column-to-beam connecting structure 审中-公开
公开(公告)号：JP2004353441A
公开(公告)日：2004-12-16
申请号：JP2004026624
申请日：2004-02-03
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SHIMIZU NOBUTAKA , KINOSHITA MASATAKA , SUGANO RYOICHI , SAWAIZUMI SHINICHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To easily join a steel tube column to an H-shaped steel frame beam, and secure quality. SOLUTION: In this column-to-beam connecting structure for connecting the steel tube column 1 to the H-shaped steel frame beam 2, an outside steel tube 4 larger in diameter than the cross section of the column having slits 5 is disposed on the outer periphery of the steel tube column 1, the column and beam connection members 6 are inserted into the slits 5, and beam connection piece parts 6a are projected to the outside of the outside steel tube 4. Slit engagement parts 6b are disposed on the inside of the outside steel tube 4, the beam connection pieces 6a are connected to beam flanges 2a and 2b with high tension bolts 7, and a material 8 hardening with elapse of time is filled in a clearance between the steel tube column 1 and the outside steel tube 4. Thus, the steel tube column 1 and the outside steel tube 4 can be formed integrally with the column and the beam connection member 6. COPYRIGHT: (C)2005,JPO&NCIPI

37. 发明专利

JP2004116079A Cylinder structure, its construction method, and cylindrical skeleton 有权
公开(公告)号：JP2004116079A
公开(公告)日：2004-04-15
申请号：JP2002279585
申请日：2002-09-25
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KINOSHITA MASATAKA , MIYAKE MASATO
IPC分类号： E02D5/38 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To enhance the rigidity of a joint part and prevent the axial mesh opening from becoming large by imparting the constitution preventing the axial tension acting on the cylindrical skeleton from depending on the bolt or the like connecting steel segments, in a columnar structure in which concrete is filled in a cylindrical body made by a steel segment.
SOLUTION: In a cylindrical skeleton body 18 constructed by building up a frame body 15 constituted of a plurality of vertical frame members 13 and a plurality of lateral frame members 14 curved at a specified curvature and a steel segment 12 formed of skin plates 16 welded with a frame body 15, circumferentially adjoining steel segments 12 are arranged zigzag while vertically shifting. The vertical frame members 13a and horizontal frame members 14a of respective steel segments 12 are bolted 20 to construct a cylindrical body 18 at a cross joint part 19 and another part. Concrete is filled in the inside space.
COPYRIGHT: (C)2004,JPO

38. 发明专利

JP2002349011A REINFORCED CONCRETE COLUMNAR MEMBER TO WITHSTAND EARTHQUAKE 失效
公开(公告)号：JP2002349011A
公开(公告)日：2002-12-04
申请号：JP2001156469
申请日：2001-05-25
申请人： NIPPON STEEL CORP
发明人： KINOSHITA MASATAKA , IEMURA HIROKAZU , TAKAHASHI YOSHIKAZU
IPC分类号： E01D19/02 , E01D21/00 , E01D101/00 , E04B1/16 , E04C3/34 , E04C5/08 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To reinforce a columnar member to elastically resist an earthquake at the time of the great deformation of the columnar member and strengthen the toughness in the plastic deformation zone and reduce the residual displacement. SOLUTION: In a reinforced concrete bridge pier 1 provided with four core members 2 having a higher strength than a structural main reinforcement 1b stretching in the longitudinal direction of a concrete frame body 1a and embedded therein, and substantially stretching in parallel in the inside of the main reinforcement 1b and embedded therein, the core members 2 are disposed separately from the surrounding concrete frame body 1a by a sleeve 3. The lower end 2b of the core member 2 are disposed through a rubber member 7 while keeping contact with the core member, a compressive marge of the rubber member is eliminated at the time of the great deformation of the bridge pier 1, the columnar member is so constituted that the elastic resistance of the core member 2 against an external tension is added.

39. 发明专利

JP2002167751A JOINT STRUCTURE OF STEEL SHEET PILE AND CUT-OFF METHOD 失效
公开(公告)号：JP2002167751A
公开(公告)日：2002-06-11
申请号：JP2000362888
申请日：2000-11-29
申请人： NIPPON STEEL CORP , NIPPON KOKAN KK , KAWASAKI STEEL CO , KUBOTA KK , SUMITOMO METAL IND
发明人： KINOSHITA MASATAKA , TORISAKI HATSUICHI , IWAKURA HAJIME , OKI TAKESHI , OKA YOSHITAKE , ASOGAWA MANABU , NOMICHI MASAHIRO
IPC分类号： E02D5/14
摘要： PROBLEM TO BE SOLVED: To prevent a water cut-off age-hardening filler filled in a pocket part of a fitting joint of a steel sheet pile existing in the water from flowing out of the pocket part, and to prevent generation of clearance being a water leakage passage between the filler and a steel material even if the steel sheet pile is deformed. SOLUTION: In the fitting joint of the steel sheet pile and a steel pipe sheet pile (or the steel sheet pile) 1, a flexible band plate-like leakage preventive plate 10 continuing in the lengthwise direction by projecting long so as to contact with an inside surface of a circular (or square) female joint 3 at least at fitting time from an end part of a flange part 2a of a T-shaped male joint 2, is fixed by a fixture 11 via a presser metal fitting 17.

40. 发明专利

JP2001303604A JOINING STRUCTURE OF STEEL PIPE PILE AND UPPER STRUCTURE 失效
公开(公告)号：JP2001303604A
公开(公告)日：2001-10-31
申请号：JP2000123576
申请日：2000-04-25
申请人： NIPPON STEEL CORP
发明人： KATSURA TAKUZO , KINOSHITA MASATAKA , KAWABATA NORIYUKI
IPC分类号： E02B17/00 , E02B3/06 , E02D5/28 , E02D27/32 , E02D31/06 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a high-quality and economical joining structure mounted on the joining part between an upper structure and a steel pipe pile used in a severely corrosive environment. SOLUTION: The pile head part of the steel pipe pile B, adjacent to the joining part between the pile B and the upper structure C, is joined through the medium of a highly corrosion-resistant joining steel pipe 4 to the upper structure C in the severely corrosive area of steel members used for port, river and offshore structures in a splash zone, an intertidal zone 2 and the like. Consequently, it is possible to obtain an anti-corrosive method uninfluenced by the execution error of the pile B and a joining method for facilitating the execution of the pile B and the upper structure C.

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