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41. 发明专利

JPS61277772A TRAVELING CONSTRUCTION METHOD 失效
公开(公告)号：JPS61277772A
公开(公告)日：1986-12-08
申请号：JP11856885
申请日：1985-05-31
申请人： TAKENAKA KOMUTEN CO
发明人： KITANI SOICHI , OCHIAI MINORU , HIRATA WATARU , ENOMOTO KEIKO , YAMAGUCHI JUJIRO , TANAKA YUTAKA , SUZUKI YASUYUKI
IPC分类号： E04G21/14

42. 发明专利

JPS6131250B2 失效
公开(公告)号：JPS6131250B2
公开(公告)日：1986-07-18
申请号：JP7572982
申请日：1982-05-06
申请人： TAKENAKA KOMUTEN CO
发明人： KITANI SOICHI , SAKUTA SHOJI , UCHISAKI IWAO
IPC分类号： E02D15/06 , E02D5/36

43. 发明专利

JP2014148845A Outer wall-holding method in construction work accompanied with preservation of existing outer wall 审中-公开
标题翻译：建筑工程中的外墙保持方法与现有的外墙保持一致
公开(公告)号：JP2014148845A
公开(公告)日：2014-08-21
申请号：JP2013018400
申请日：2013-02-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OYAMA TOSHIHARU , TAKAO TAKESHI , ITO NOBUO , IGARASHI TATSUYA , YAMAKAWA SHOJI , TAKATSU HIROTO , TANNO YOSHIO , KITANI SOICHI , KANAO TAKEHIRO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an outer wall-holding method for easily and surely disassembling the building inside and advancing new construction work, while leaving the preservation outer wall, by preventing overturning of the preservation outer wall.SOLUTION: A main column corresponding to a height of an outer wall is vertically erected on the ground along one surface out of inner and outer surfaces of a preservation outer wall part designated as being preserved in an existing building or a not preserving outer wall part undesignated as to be preserved. The main columns are mutually supported by assembling a support frame by connecting the respective main columns by a lateral tie beam material in the horizontal direction. A horizontal support arm of projecting to an opposite side surface is installed by using an opening part of a preservation outer wall from the respective main columns. A holding frame for supporting the opposite side surface of the preservation outer wall is assembled in a lattice structure in the vertical-horizontal direction by using the support arm. An overhead support frame is installed between upper end parts of the main columns for holding at least two outer walls, and an existing outer wall holding structure of a three-dimensional structure is constructed by connecting it to the upper end parts of the respective main columns.
摘要翻译：要解决的问题：提供一种外墙保持方法，用于容易且可靠地拆卸建筑物并推进新的施工工作，同时离开保护外壁，防止翻倒保护外壁。解决方案：对应于外墙的高度沿着指定为保存在现有建筑物中的保护外壁部分的内表面和外表面的一个表面竖立竖立，或者未被保护的未保存的外壁部分。通过在水平方向上通过侧向束材料连接相应的主支柱来组装支撑框架来相互支撑主支柱。通过使用来自相应主列的保护外壁的开口部分来安装突出到相对侧表面的水平支撑臂。用于支撑保护外壁的相对侧表面的保持框架通过使用支撑臂在垂直方向上组装成格子状结构。顶柱支撑框架安装在主柱的上端部分之间，用于保持至少两个外壁，并且现有的三维结构的外壁保持结构通过将其连接到各个主柱的上端部而构成。

44. 发明专利

JP2007002505A CUTTING APPARATUS FOR DISASSEMBLING GLASS SHEET 审中-公开
公开(公告)号：JP2007002505A
公开(公告)日：2007-01-11
申请号：JP2005182958
申请日：2005-06-23
申请人： TAKENAKA KOMUTEN CO
发明人： HOSHINO HARUO , ISHIKAWA YOSHIHIRO , KITANI SOICHI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a cutting apparatus for disassembling a glass sheet, which efficiently and safely cuts and recovers a glass sheet to be disassembled in an arbitrary desired shape and in a clean state so as to be reusable, by remote control. SOLUTION: According to the structure of the cutting apparatus, a support body 7 of a plurality of suction pads 6 to be adsorbed to the glass sheet 4 of a building or the like, has arms 8 mounted thereon in a manner rotatable almost in parallel with a surface of the glass sheet 4, and a glass cutting disk cutter 12 is set on a traveling block 10 movable along a guide rail 9 supported on the tip of the arms. Further the cutting apparatus has a means 3 or 30 for supporting the support body 7 of the suction pads 6 so that the location of glass sheet cutting work is movable and that the cut glass sheets are transportable. COPYRIGHT: (C)2007,JPO&INPIT

45. 发明专利

JP2006104780A Base plate with vertical rib 审中-公开
标题翻译：基板与垂直RIB
公开(公告)号：JP2006104780A
公开(公告)日：2006-04-20
申请号：JP2004293380
申请日：2004-10-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA , KITANI SOICHI , KANEKO HIROFUMI , USAMI TORU , ONO YOSHINOBU
IPC分类号： E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a base plate with vertical ribs used as a column base member of a steel column or the like.
SOLUTION: The base plate with vertical ribs is composed of a base plate fixed as the column base member of the steel column or the like to anchor bolts of a foundation part, and a plurality of vertical ribs rising on the upper face of the base plate in such an arrangement as to externally contact the steel column or the like. At least the base plate is manufactured from cast iron, cast steel or forged steel, and the steel column or the like erected on the base plate is welded to the externally contacting vertical ribs or joined to them by bolts.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有用作钢柱等的柱基构件的垂直肋板的基板。解决方案：具有垂直肋的基板由固定为钢柱等的柱基部件的基板构成，用于锚固基座部件的螺栓，并且在上表面上上升的多个垂直肋条基板以与钢柱等外部接触的布置。至少底板由铸铁，铸钢或锻钢制成，并且竖立在基板上的钢柱等焊接到外部接触的垂直肋上或通过螺栓与它们接合。版权所有（C）2006，JPO＆NCIPI

46. 发明专利

JP2006037492A Pile head processing construction method of cast-in-place concrete pile 有权
标题翻译：混凝土桩的桩头加工施工方法
公开(公告)号：JP2006037492A
公开(公告)日：2006-02-09
申请号：JP2004218539
申请日：2004-07-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KITANI SOICHI , ARAI MITSUNORI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a pile head processing construction method for removing and processing a defective concrete part generated in a pile head of a cast-in-place concrete pile in a state of being statically near to no-noise and no-vibration.
SOLUTION: Curing materials 6 isolated from concrete are installed on respective pile main reinforcements 2a, and a pile reinforcement 2 is built up in a pile hole 1 excavated in the ground, and the cast-in-place concrete pile 3 is constructed by placing the concrete. After hardening the concrete, the ground 4 is excavated up to a position for exposing the defective concrete part B. A substantially horizontal cut 5 is formed up to a depth without damaging the pile main reinforcements 2a in a lower limit corresponding part C of the defective concrete part B. A plurality of pile head processing materials 7 constituted as a thin plate-shaped hydraulic jack are distributed and pushed in the circumferential direction in a clearance of the cut 5, and inlet valves 7a of the respective pile head treatment materials 7 are connected to a pipe 8 of a fluid pump 10. The pile head processing materials 7 are expanded by sending high pressure fluids into the pile head processing materials 7 by operating the pump 10, and the defective concrete of the pile head is crushed and removed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在静止接近无噪声的状态下去除和处理在现浇混凝土桩的桩头中产生的有缺陷的混凝土部件的桩头加工施工方法，以及无振动。解决方案：将从混凝土隔离的固化材料6安装在各桩主加强件2a上，并且在挖掘在地面上的桩孔1中建立桩加固件2，并且构建现浇混凝土桩3 通过放置混凝土。在硬化混凝土之后，将地面4挖出直到露出有缺陷的混凝土部分B的位置。基本上水平的切口5形成为深度，而不会损坏桩主加强件2a的缺陷相对应部分C的缺陷构成薄板状液压千斤顶的多个堆头处理材料7在切割5的间隙中沿圆周方向分布并推动，各桩头处理材料7的入口阀7a 连接到流体泵10的管道8.桩头处理材料7通过操作泵10将高压流体送入桩头加工材料7而膨胀，并且将桩头的有缺陷的混凝土压碎并除去。版权所有（C）2006，JPO＆NCIPI

47. 发明专利

JP2004167867A Method for treating joint end part level difference of film material 有权
标题翻译：用于处理电极材料的端部部分水平差异的方法
公开(公告)号：JP2004167867A
公开(公告)日：2004-06-17
申请号：JP2002336818
申请日：2002-11-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MURAKAMI NOBUNAO , TAKAHASHI HIROSHI , MATSUDA SHIGERU , OKAMOTO HAJIME , FUKAO KOZO , KITANI SOICHI , TANNO YOSHIO , KOZUKA YUICHI , NISHIMURA EIJI
IPC分类号： E04H15/54 , B29C65/40 , B29K27/12
CPC分类号： B29C66/71
摘要： PROBLEM TO BE SOLVED: To provide a method for treating the joint end part level difference of a film material which can surely treat the joint end part even from one side.
SOLUTION: An FEP resin (tetrafluoroethylene-hexafluoropropylene copolymer resin) is arranged in the joint end part of the film material formed by joining the film materials together formed by coating a core material with a fluorocarbon resin. The FEP resin is melted by hot air to be fixed temporarily. The temporarily fixed FEP resin is melted while being pressed by a hot plate, and the molten resin is made to flow to be packed in the joint end part and shaped into a tapered level difference part.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种即使从一侧也能够可靠地处理接头端部的薄膜材料的接合端部高度差的处理方法。解决方案：通过将通过涂覆芯材与氟碳树脂形成的薄膜材料接合而形成的薄膜材料的接合端部设置FEP树脂（四氟乙烯 - 六氟丙烯共聚物树脂）。 FEP树脂被热空气熔化，暂时固定。临时固定的FEP树脂在被热板压制的同时被熔化，并使熔融树脂流动以包装在接头端部并成形为锥形水平差部分。版权所有（C）2004，JPO

48. 发明专利

JP2003176643A MEMBRANE ROOF AND JOINT METHOD OF ROOF MEMBER USING A KIND MEMBRANE 审中-公开
公开(公告)号：JP2003176643A
公开(公告)日：2003-06-27
申请号：JP2001375768
申请日：2001-12-10
申请人： TAKENAKA KOMUTEN CO
发明人： MURAKAMI NOBUNAO , TAKAHASHI HIROSHI , MATSUDA SHIGERU , KITANI SOICHI , TANNO YOSHIO , KOZUKA YUICHI , NISHIMURA EIJI
IPC分类号： E04H15/54 , C09J11/08 , C09J127/18 , C09J127/20
摘要： PROBLEM TO BE SOLVED: To provide a membrane roof and a joint method of a roof member using an A kind membrane enabling easy and uniform introduction between connected membranes, eliminating welding defects and also greatly contributing to the improvement of workability. SOLUTION: In the membrane roof constituted by stretching the A kind membrane with predetermined tensile force, a member of the A kind membrane or a repairing member is welded through an adhesive consisting of a gel additionally dispersing an FEP resin powder to an FEP resin dispersion to a joint section of the A kind membrane or a deficient section. The member composed of the A kind membrane is welded across the joint section. A member of a different A kind membrane is also welded on the member of the A kind membrane welded on the joint section. COPYRIGHT: (C)2003,JPO

49. 发明专利

JP2003136594A THERMAL FUSION BONDING DEVICE FOR JOINING FILM MATERIALS 审中-公开
公开(公告)号：JP2003136594A
公开(公告)日：2003-05-14
申请号：JP2001340352
申请日：2001-11-06
申请人： TAKENAKA KOMUTEN CO , TAIYO KOGYO CO LTD
发明人： MURAKAMI NOBUNAO , TAKAHASHI HIROSHI , MATSUDA SHIGERU , KITANI SOICHI , TANNO YOSHIO , KOZUKA YUICHI , NISHIMURA EIJI , ISHIKAWA KOJI , KUDO KYOICHI , KITAMURA ATSUSHI , HAMADA KENJI
IPC分类号： B29C65/20 , B29C65/02
摘要： PROBLEM TO BE SOLVED: To provide a thermal fusion bonding device constituted so that film materials are superposed one upon another and heat is applied to the film materials from one surface side of the superposed surfaces to perform thermal fusion bonding and capable of obtaining a homogenous thermal fusion bonded surface even under an unstable condition wherein a support surface is not present on the back surface side (opposed surface side) without bringing about the lowering of peel strength. SOLUTION: The thermal fusion bonding device 11 is equipped with a heating head 14 heated to a predetermined temperature and brought into contact with the superposed part of the film materials 9 and 10 to perform thermal fusion bonding and the contact surface 14a of the heating head 14 is formed into a projected curved surface shape. The projected curved surface of the contact surface 14a is three-dimensionally formed in the longitudinal and short-lateral directions of the heating head 14.

50. 发明专利

JP2001295503A METHOD AND CONSTRUCTION OF BASE ISOLATION FOR BASE SECTION OF REINFORCED CONCRETE COLUMN 失效
公开(公告)号：JP2001295503A
公开(公告)日：2001-10-26
申请号：JP2000108955
申请日：2000-04-11
申请人： TAKENAKA KOMUTEN CO
发明人： KIMURA HIDEKI , IWASHITA KEIZO , KASUGA YASUHIRO , KITANI SOICHI , KOBAYASHI NAGAHITO , KOYAMA FUJIO
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method and construction of vibration isolation for base section of reinforced concrete column, by which the floating allowable structure of a building setting a large aspect ratio with respect to rocking vibrations caused by earthquakes can be realized with a reinforced concrete(RC) column. SOLUTION: A steel sheet which is provided with a rising section that can sufficiently restrict the horizontal displacement of the RC column by supporting the column and is also used as the bottom plate of the form for the column being placed on the upper surface of foundation concrete, from which the main reinforcement of the column is protruded by a required length, and the main reinforcement is caused to stand up through the through holes of the steel sheet. Then the sheet is fixed to the foundation concrete, by means of fixing jigs and the edges of the contacting sections of the steel sheet with the RC column and build-up section of the main reinforcement are cut off. Thereafter, the RC column, which floats accompanying the rocking vibrations, is constructed by arranging reinforcing bars and assembling the form by placing concrete.

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