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1. 发明专利

JP2008297760A Computer aided construction design system and program 审中-公开
标题翻译：计算机辅助设计系统与程序
公开(公告)号：JP2008297760A
公开(公告)日：2008-12-11
申请号：JP2007143462
申请日：2007-05-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MUTO HIROSHI , OKAMOTO TATSUO , SHINOBU YUJI , SUZUKI KIYOTAKE , OTA HIDEHIKO
IPC分类号： E04G23/02 , G06F17/50
摘要： PROBLEM TO BE SOLVED: To provide a computer aided construction design system which facilitates arrangement of an earthquake resisting structure in a construction or layout change of the construction, and to provide a computer aided construction design program. SOLUTION: According to the computer aided construction design system, strength information of structural members constituting the construction, and positional information of a space formed between the structural members, are input in an input section 50, and arrangement locations and types of the earthquake resisting structure which achieves formation of the space at the location indicated by the input positional information, are obtained in an arrangement pattern generating section 56, based on the input information. Then, values of earthquake resisting strength of the construction, exerted when the earthquake resisting structures of the obtained types are arranged at the obtained arrangement locations, are calculated in a construction calculation section 62, and an arrangement location and a type meeting necessary earthquake resisting performance are selected from the obtained arrangement locations and types, by a control section 64, based on the calculated values of the earthquake resisting strength, followed by displaying the selected arrangement location and type on a display section 52. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种便于在施工中进行抗震结构布置的布置计算机辅助施工设计系统，并提供一种计算机辅助施工设计方案。
解决方案：根据计算机辅助施工设计系统，输入部50输入构成结构的结构构件的强度信息和形成在构成构件之间的空间的位置信息，并且布置位置和类型基于输入信息，在布置图形生成部56中获得实现由输入位置信息所指示的位置形成空间的抗震结构。然后，在所获得的排列位置上布置所获得的类型的抗震结构时施加的施工抗震强度值在施工计算部62中计算，并且满足必要的抗震性能的布置位置和类型通过控制部分64基于所计算的抗震强度的值从所获得的布置位置和类型中选择，然后在显示部分52上显示所选择的布置位置和类型。（C） 2009年，日本特许厅和INPIT

2. 发明专利

JPH06146462A LARGE-SIZED BUILDING WITH LARGE OPENING/CLOSING ROOF 失效
公开(公告)号：JPH06146462A
公开(公告)日：1994-05-27
申请号：JP31651692
申请日：1992-10-31
申请人： TAKENAKA KOMUTEN CO
发明人： MAGARA SHIGETAKA , FUKAO KOZO , OTA HIDEHIKO
IPC分类号： E04B1/32 , E04B1/343 , E04B7/16 , E04H3/14
摘要： PURPOSE:To provide a large-sized building equipped with an opening/closing large roof which is comparatively light, which is of a self-balancing structure, and with which the horizontal displacement at each end of a roof framework can be suppressed to zero even though any abnormal external force acts on. CONSTITUTION:A plurality of driving elements which are mobile along a guide path are furnished on the oversurface of a peripheral wall, etc., and a shell-form steel framing 23A in the shape curved upward in the frontal view and a shell- form steel framing 23B in the shape curved downward in the frontal view are coupled together at least at their ends so that a roof framework 23 is formed. At a certain spacing in the large roof moving direction, a plurality of control strings 25 are arranged between the two ends of this roof framework 23, and the two ends of each control string 25 are coupled with the ends of the roof framework 23 so that it is embodied in a structure of self-balance system. The two side ends of the roof framework 23 are supported by the driving elements, and roofing material, etc., is fixed to the framework 23 to constitute an open/ close type large roof. The framework 23 can always maintain the structure of self-balance system by controlling the control strings 25 in accordance with the force acting on the open/close type large roof.

3. 发明专利

JPH01263344A INNER DIAPHRAGM TYPE CONCRETE-CHARGED STEEL PIPE 失效
公开(公告)号：JPH01263344A
公开(公告)日：1989-10-19
申请号：JP9388888
申请日：1988-04-15
申请人： TAKENAKA KOMUTEN CO
发明人： MOGAMI KIMIHIKO , KIMURA MAMORU , OTA HIDEHIKO , KASHIMURA TOSHIYA
IPC分类号： E04B1/30 , E04B1/16 , E04C3/30
摘要： PURPOSE:To improve the withstand load performance of a steel pipe by integrally installing a stress transmission member onto the undersurface of an inner diaphragm and integrally joining the charging concrete, thus preventing the formation of break point in the flow of stress. CONSTITUTION:A diaphragm 2 having a through hole 2a for charge of concrete is installed inside a steel pipe 1, and the inside of the steel pipe is charged with concrete 3. A stress transmitting member 4 or 5 which is long in the axis line direction of the steel pipe 1 is installed integrally onto the undersurface of the inner diaphragm 2, and the charging concrete 3 and the inner diaphragm 2 are joined integrally by the stress transmission member 4 or 5, and the continuity of the flow of the stress is secured.

4. 发明专利

JP2012162968A Construction supporting structure 审中-公开
标题翻译：建筑支持结构
公开(公告)号：JP2012162968A
公开(公告)日：2012-08-30
申请号：JP2011026248
申请日：2011-02-09
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KONO TAKAO , OTA HIDEHIKO , SATO EIJI , HIRAI YOSHIO
IPC分类号： E02D17/04 , E02D3/12 , E02D5/80 , E02D27/12 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a construction supporting structure capable of suppressing a construction cost increase.SOLUTION: A construction supporting structure 10 has an earth retaining wall 12. In an underground on the side of a natural ground 16, an anchor body 14 having a soil cement column is provided. The soil cement column is constructed in a circularly columnar shape by drilling a ground 16 using an auger and agitating and mixing original soil and cement milk. Reinforcing fibers 22 are mixed inside the anchor body 14, and a drilled part 15 above the anchor body 14 is back-filled by sediment. The anchor body 14 and the earth retaining wall 12 are connected to each other via an anchor bolt 18. To one end of the anchor bolt 18, a retaining fitting 24 is mounted. The other joint part of the anchor bolt 18 is bolt-joined to the earth retaining wall 12. The anchor bolt 18 is mounted tilting in such a direction that the side of the anchor body 14 is lower than the side of the earth retaining wall 12, to operate tensile force angle θ to the lower side of a horizontal plane.
摘要翻译：要解决的问题：提供能够抑制施工成本增加的结构支撑结构。解决方案：结构支撑结构10具有挡土墙12.在天然地面16的地下，提供具有土壤水泥柱的锚固体14。土壤水泥柱通过使用螺旋钻钻地面16并且搅拌和混合原始土壤和水泥浆而构造成圆柱形。加固纤维22在锚固体14内部混合，锚固体14上方的钻孔部分15被沉淀物填充。锚固体14和接地保持壁12经由锚固螺栓18彼此连接。在锚定螺栓18的一端安装有保持配件24。锚固螺栓18的另一个接合部分被螺栓连接到挡土墙12.锚固螺栓18沿着锚固体14的侧面比接地保持壁12的侧面低的方向倾斜地安装，以便在水平面的下侧操作张力角度θ。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JPH07279253A CONSTRUCTION CAPABLE OF CONTROLLING FORM AND RIGIDITY 失效
公开(公告)号：JPH07279253A
公开(公告)日：1995-10-24
申请号：JP9062694
申请日：1994-04-04
申请人： TAKENAKA KOMUTEN CO
发明人： MAGARA SHIGETAKA , OTA HIDEHIKO , MIZUTANI NAOKI , OKADA KATSUYA , UCHISAKI IWAO , MORITA MASASHI , NAGANO MASATAKE
IPC分类号： E04B1/32 , E04B1/344
摘要： PURPOSE:To obtain a construction with simple construction at a relatively low construction coat and to make it possible to control a form having form maintainability and rigidity. CONSTITUTION:A pair of supports 21a are connected at pivot points 21a4 in the approximate center of them in a turnable manner to form scissor connection members 21, an inside ring R2 is placed in an outside ring R1, and at least three scissor connection members 21 are arranged between the outside ring and inside ring. The ends 21a2, 21a3 of the supports 21 in the scissor connection members 21 are connected to the outside ring R1 and inside ring R2, so that an angle theta1 between the supports 21a in the scissor connection members 21 can be varied. The outside ring and inside ring are connected in at least three positions through variable long connection members 24. According to the constitution, form and rigidity can be smoothly controlled, and form maintainability of a construction is promoted.

6. 发明专利

JPH06277830A JOINT OF STEEL STRUCTURE AND ITS MANUFACTURING METHOD 失效
公开(公告)号：JPH06277830A
公开(公告)日：1994-10-04
申请号：JP20568991
申请日：1991-07-23
申请人： TAKENAKA KOMUTEN CO
发明人： MIZUTANI NAOKI , KIMURA MAMORU , OTA HIDEHIKO , OTA MICHIHIKO , HARA MAKOTO , KOMINAMI KATSUYOSHI , HISAKA TSUGIO
IPC分类号： B23K9/00 , B23K9/02 , E04B1/24 , E04B1/58
摘要： PURPOSE:To provide the joint of the steel structure and its manufacturing method where the welding works requiring the skill can be minimized, and contribution can be made to improve the productivity of the steel frames irrespective of the precision of the steel frames and pillars. CONSTITUTION:The size of the opening 12a of annular bodies 12A, 12B is made larger than the outer circumference of a steel piller 11 of the closed section, the annular bodies 12A, 12B are fit to the part of the steel pillar 11 corresponding to a flange 13a of a steel beam 13, and a part or the whole of the clearance 15 between the inner circumferential surface 12a1 of the annular body and the outer circumferential surface 16a is filled with the pressure-resistant members such as wedge pieces 16 or the like. The annular bodies 12A, 12B are set stable to the steel pillar 11, and the web 13b of the steel beam is fixed to the steel pillar 11 directly or through a gusset plate 14, and the flange 13a of the steel beam is welded to the annular bodies 12A, 12B. Thus, the clearance can be large because the clearance is filled with the pressure-resistant members such as wedge pieces, and the annular bodies can be easily fit to the steel pillar even when the dimensions or precision are dispersed.

7. 发明专利

JPH06101269A CONNECTION OF STEEL FRAME STRUCTURE AND MANUFACTURE THEREOF 失效
公开(公告)号：JPH06101269A
公开(公告)日：1994-04-12
申请号：JP20569091
申请日：1991-07-23
申请人： TAKENAKA KOMUTEN CO
发明人： MIZUTANI NAOKI , KIMURA MAMORU , OTA HIDEHIKO , OTA MICHIHIKO , HARA MAKOTO , KOMINAMI KATSUYOSHI , HISAKA TSUGIO
IPC分类号： E04B1/24 , E04B1/30 , E04B1/58
摘要： PURPOSE:To decrease the manhours of the cutting of a steel material, to minimize welding operation requiring skill and to enable contribution to improvement in the productivity of a steel frame. CONSTITUTION:The openings 12a of annular bodies 12A, 12B are formed in the size or less of the outer circumference of a steel frame post 11 having a closed type cross section, a pair of the annular bodies 12A, 12B are shrinkage- fitted to the sections of the steel frame post 11 corresponding to the positions of the mounting of the flanges of steel frame girders 13, and each annular body 12A, 12B is brought to an unmovable state to the steel frame post 11. The webs 13b of the steel frame girders 13 are fixed to the steel frame post 11 between the annular bodies 12A, 12B directly or through gusset plates 14, and the flanges 13a of the steel frame girders 13 are welded to the annular bodies 12A, 12B. Accordingly, the annular bodies are brought to the unmovable state to the steel frame post by shrinkage fit, thus extremely simplifying the mounting operation of the annular bodies, then remarkably reducing welding operation requiring skill.

8. 发明专利

JPH0518005A COLUMN AND BEAM CONSTRUCTION OF STEEL PIPE CONCRETE COLUMN BY SC PILE 失效
公开(公告)号：JPH0518005A
公开(公告)日：1993-01-26
申请号：JP17492191
申请日：1991-07-16
申请人： TAKENAKA KOMUTEN CO
发明人： KOMINAMI KATSUYOSHI , OTA MICHIHIKO , HARA MAKOTO , KIMURA MAMORU , OTA HIDEHIKO , MIZUTANI NAOKI , MATSUZAKI TAKASHI
IPC分类号： E04B1/30
摘要： PURPOSE:To promote the axial field strength of a column by placing high strength concrete into a hollow section of a steel pipe winding precast concrete pile to form a column, and connecting a beam structural steel to an outside diamond ring provided to the peripheral surface of the steel pipe of a joint section of the column. CONSTITUTION:High strength concrete 3 is placed into a hollow section of a precast concrete pile 4 (SC pile) to form a column 1. After that, beam structural steels 2 connected to an outside diamond ring 5 provided to the peripheral surface of a steel pipe of a joint section of the column 1. The axial yield strength of the column 1 is increased by enhancing quality, strength and compression yield strength of an inside concrete 4b of the precast concrete pile 4. Excellent mechanical performance is provided to the column 1 by introducing prestress to the inside concrete 4b. In addition, the axial yield strength higher than the same strength as that of a general steel pipe concrete column is provided to the column by the composite effect of the steel pipe 4a and the inside concrete 4b.

9. 发明专利

JPS6475763A FILLING TYPE STEEL-PIPE CONCRETE MEMBER 失效
公开(公告)号：JPS6475763A
公开(公告)日：1989-03-22
申请号：JP23349187
申请日：1987-09-17
申请人： TAKENAKA KOMUTEN CO
发明人： KIMURA MAMORU , OTA HIDEHIKO , FURUHIRA AKIO , MOGAMI KIMIHIKO
IPC分类号： E04C3/30 , E04B1/30 , E04B1/58
摘要： PURPOSE: To improve the safety of a building by improving the withstand performance of an infilled type steel pipe concrete member by installing steel bars to which concrete adheres with a high bond strength in the concrete member in parallel with the axial line of the steel pipe through inner diaphragms. CONSTITUTION: A steel pipe 1 is composed of half channel members 1' which are formed by roughly dividing the pipe 1 into two parts along a plane parallel to the axial line of the pipe 1. Stiffeners 2 each having a notch 2a for through hole are respectively attached as inner diaphragms to the positions of beam flanges in the members 1' and the overlapping dimension of steel bars 4 around the stiffeners 2 is set. An infilled type steel pipe concrete member is obtained by welding the paired half channel members 1' to each other after the members 1' are put together and filling up the inside of the steel pipe l with concrete 5.

10. 发明专利

JPH0393941A METHOD OF BONDING AND JOINING LAMINATED MEMBER HAVING LARGE CROSS-SECTIONED AREA 失效
公开(公告)号：JPH0393941A
公开(公告)日：1991-04-18
申请号：JP23086089
申请日：1989-09-05
申请人： TAKENAKA KOMUTEN CO , MARUSHICHI JIYUUKEN KOGYO KK
发明人： OTA MICHIHIKO , KOZUKA YUICHI , MOGAMI KIMIHIKO , HATANAKA KIMIKI , KIMURA MAMORU , OTA HIDEHIKO , TSUBOUCHI NOBURO , FURUHIRA AKIO , TAKADA TSUKASA , ITO YOJI
IPC分类号： B27M3/00 , B29C65/48 , B29C65/78 , E04B1/38 , E04C3/12
摘要： PURPOSE:To enhance the proof strength by forming inclined bonding surfaces at joining parts of laminated members, by forming positioning grooves on the bonding surface, and thereafter by pressing both members against each other with an adhesive being coated over the bonding surfaces. CONSTITUTION:An inclined surface is formed in each of joining parts of laminated members A, B to be joined together, being extended from one side to the other side of the laminated member and having a gradation 1 with respect to the axis of the laminated member. Further, triangular sectional shape grooves 2, 2' are formed on the joining surfaces in parallel with the axis of the members at positions at which they can be meshed with each other, and surfaces 3, 3' perpendicular to the axis of the members are formed at both ends of the grooves 2, 2'. After application of an adhesive over the joining surfaces, the members are positioned orthogonal to the axis of the members, and then are positioned longitudinally with the use of the perpendicular surfaces 3, 3'. Further, fixing device are located at both side surfaces of the joining parts which are then pressed against each other so as to join the laminated members M, N.

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