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1. 发明专利

JP2004176431A Clamping press-fitting device for pipe, joining/press-fitting device, and joining/press-fitting method 有权
公开(公告)号：JP2004176431A
公开(公告)日：2004-06-24
申请号：JP2002344768
申请日：2002-11-28
申请人： Jfe Koken Corp , Jfe工建株式会社 , Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA , SATO HIDEO , HOSHINO HARUO , TSUCHIYA TOSHIAKI , MATSUNAGA ISAO , ARAI MITSUNORI , WATANABE KAZUYOSHI , KANAYAMA KIYOSHI , FUJII MITSURU , KISHIDA HITOSHI , YAHAGI ISAMU
IPC分类号： E02D5/24 , E02D7/20
摘要： PROBLEM TO BE SOLVED: To easily install a clamping press-fitting device for a pipe even in a narrow work space by reducing its weight and miniaturizing it to perform joining and press-fitting of a steel pipe pile continuously.
SOLUTION: An inner peripheral face of the steel pipe pile 40 is held by a lower clamp device 6 and an upper clamp device 5 of the clamping press-fitting device 2 to move it easily into the narrow work space having an existing structure 42. When joining the steel pipe piles 40, an inner peripheral face of a steel pipe pile 40b to be joined by the upper clamp device 5 is held, and an inner peripheral face of a steel pipe pile 40a press-fitted into the ground by the lower clamp device 6 is held to weld them in a flush manner. When press-fitting the joined steel pipe piles 40 into the ground, a flange 27 for receiving reaction force in a holding mechanism part 9 is applied and pressed to the existing structure 42 to drive a hydraulic cylinder part 7, and holding and release of the inner peripheral face of the steel pipe pile 40 joined by the lower clamp device 6 are repeated for press-fitting.
COPYRIGHT: (C)2004,JPO

2. 发明专利

JP2008057297A Method for introducing tension to tendon and structure 审中-公开
标题翻译：介绍张力和结构的方法
公开(公告)号：JP2008057297A
公开(公告)日：2008-03-13
申请号：JP2006239107
申请日：2006-09-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA , TAKANASHI KOICHI , MOGAMI KIMIHIKO , OKAMOTO TATSUO , INOUE KAZUHIRO , KOZUKA YUICHI
IPC分类号： E04G21/12
摘要： PROBLEM TO BE SOLVED: To obtain a method for introducing tension to a tendon reducing man-hours adjusting the tension of the tendon capable of simplifying the structure of the fixing section of the tendon and the structure.
SOLUTION: Six-divided first pieces 12 for a support 13 are arranged on the top face of a footing beam 11. One-side ends of cables 14A and 14B as the tendons are fixed to the fixing sections 15A and 15B of the first pieces 12. Other ends of the cables 14A and 14B are fixed to the fixing sections 17A and 17B on the footing beam 11. The first pieces 12 are lifted, and second pieces 16 are arranged on lower sides of the first pieces. The support 13 is formed by repeating the construction procedures from the first pieces to sixth pieces. The cables 14A to 34B are formed in specified quantities of elongation by lifting the pieces from the first pieces 12 to the sixth pieces 32, and each cable is given the specified tension.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了获得一种将绷带引入肌腱的方法，所述肌腱减少工作时间，以调节能够简化腱的固定部分的结构和结构的腱的张力。解决方案：用于支撑件13的六分割第一片12布置在基脚11的顶面上。作为腱的电缆14A和14B的一侧端固定到固定部分15A和15B 第一片12.电缆14A和14B的另一端固定到基脚11上的固定部分17A和17B上。第一片12被提起，第二片16布置在第一片的下侧。支撑件13通过重复从第一件到第六件的构造程序而形成。电缆14A至34B通过将件从第一件12提升到第六件32而以特定的伸长率形成，并且每个电缆被赋予特定的张力。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2005290397A Steel frame joining method in steel structure or the like using iron based shape memory alloy 审中-公开
标题翻译：钢结构中的钢框架加工方法或使用基于铁的形状记忆合金的类似方法
公开(公告)号：JP2005290397A
公开(公告)日：2005-10-20
申请号：JP2004102595
申请日：2004-03-31
申请人： National Institute For Materials Science , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 独立行政法人物質・材料研究機構
发明人： OGAWA TAKATOSHI , KUSHIBE ATSUMICHI , UMEKUNI AKIRA , TONO MASAHIKO , KAKIZAWA TADAHIRO , KOJIMA MASAO , KANEKO HIROFUMI , USAMI TORU , SAWAGUCHI TAKAHIRO , KIKUCHI TAKEHIKO , KAJIWARA SETSUO , SHINTANI NORIO , OGAWA KAZUYUKI
IPC分类号： F16B5/02 , C21D9/00 , C22C38/00 , C22C38/58 , F16B4/00 , F16B5/04 , F16B19/04 , F16B35/00 , F16B35/04
摘要： PROBLEM TO BE SOLVED: To provide an ideal steel frame joining method in an steel structure or the like using a specified iron based shape memory alloy.
SOLUTION: The highly efficient and highly accurate joining is realized by slight strain application and shape recovery operation at a low temperature less than room temperature using the specified iron based shape memory alloy.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：使用特定的铁基形状记忆合金在钢结构等中提供理想的钢框架接合方法。
解决方案：使用规定的铁基形状记忆合金，在低于室温的低温下通过轻微的应变应变和形状恢复操作实现高效和高精度的接合。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2006104804A Exposed type base member 审中-公开
标题翻译：曝光型基座部件
公开(公告)号：JP2006104804A
公开(公告)日：2006-04-20
申请号：JP2004293976
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
IPC分类号： E02D27/00 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a base-plate system base member in place of an anchor bolt system, that is to say, an exposed type base member which enables preparation of a base plate, which is leveled off and made level on the top surface of base concrete, and can be built by placing the lower end of the steel-framed base directly on the base plate.
SOLUTION: The exposed type base member provided within the base concrete comprises the base plate, on which the lower end of a steel framed pole is placed and fixed, and a leg part. The leg part is extended toward a lower place of the base plate, and is fixed within the base concrete. Then the leg part is supported/fixed by leveling off the base plate and making the base plate level by a supporting member provided on the concrete subslab.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供基板系统基座部件来代替锚固螺栓系统，也就是说，能够制备基板的暴露型基座部件，该基板部件被平整并且成为水平面在基础混凝土的顶面上，可以通过将钢框架底座的下端直接放置在基板上来建造。解决方案：设置在基础混凝土内的露出型底座部件包括：底板，钢框架杆的下端被放置并固定在该基板上，并具有腿部。腿部朝向底板的较低位置延伸，并固定在基础混凝土内。然后，通过将基板平整并通过设置在混凝土sublab上的支撑构件使基板水平面来支撑/固定腿部。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2005042403A Seismic response control damper for wooden house, made of superplastic alloy 有权
标题翻译：木制家具地震响应控制阻尼器，超级合金
公开(公告)号：JP2005042403A
公开(公告)日：2005-02-17
申请号：JP2003277722
申请日：2003-07-22
申请人： Japan Science & Technology Agency , Kobe Steel Ltd , Osaka Prefecture , Takenaka Komuten Co Ltd , 大阪府 , 株式会社神戸製鋼所 , 株式会社竹中工務店 , 独立行政法人科学技術振興機構
发明人： KUSHIBE ATSUMICHI , AOKI KAZUO , UMEKUNI AKIRA , MINEWAKI SHIGEO , MAKII KOICHI , FURUTA SEISHI , HIGASHI KENJI , TAKATSU MASAHIDE , KO TATSUO
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02 , F16F15/06
CPC分类号： F16F15/06 , E04H9/02 , E04H9/028 , F16F7/123
摘要： PROBLEM TO BE SOLVED: To provide a seismic response control damper made of a superplastic alloy, which is mounted mainly on a connection part between a column and a beam of a wooden house so as to be used for seismic strengthening.
SOLUTION: This seismic response control damper is composed of a narrow deformed part which is curved in an arc shape with almost parallel width in the in-plane direction of a column/beam frame, and supporting parts, which are made wider enough to bring about nondeformation, at both ends thereof; and the deformed part is manufactured of the superplastic alloy. Constitutionally, the seismic response control damper is combined with a mounting fitting for mounting and fixing the supporting parts at both the ends to the column/beam connection part of the house. In the deformed part, a cross-sectional area and a section modulus are made gradually larger from its end to its central part.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种由超塑性合金制成的地震响应控制阻尼器，该超塑性合金主要安装在木房的柱和梁之间的连接部分上，以用于抗震加固。解决方案：该地震响应控制阻尼器由弯曲成弧形的狭窄变形部分组成，在柱/梁框架的面内方向具有几乎平行的宽度，并且支撑部分被制成更宽在其两端引入非信息; 变形部分由超塑性合金制成。在宪法上，地震响应控制阻尼器与用于将两端的支撑部件安装和固定到房屋的柱/梁连接部分的安装配件组合。在变形部分中，从其端部到其中心部分的横截面面积和截面模数逐渐变大。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2004060396A Manufacturing method for building panel, and electromagnetic-wave zoning method using building panel 有权
标题翻译：用于建筑面板的制造方法和使用建筑面板的电磁波分区方法
公开(公告)号：JP2004060396A
公开(公告)日：2004-02-26
申请号：JP2002223772
申请日：2002-07-31
申请人： Takenaka Komuten Co Ltd , Toyo Glass Co Ltd , 東洋ガラス株式会社 , 株式会社竹中工務店
发明人： YANAGIBASHI KUNIO , UMEKUNI AKIRA , TAKAHASHI HIROSHI , YAMAMOTO MASATO , YOSHIDA MITSUO , KARIBE RINYA
IPC分类号： E04B1/92 , C03B19/00 , C03B19/08 , C03B19/09 , E04C2/04 , E04F13/08 , E04F13/14 , E04F13/15 , H05K9/00
摘要： PROBLEM TO BE SOLVED: To form an almost perfect unexpanded glass layer by preventing the mixing of expanded glass into the unexpanded glass layer on a surface, in a building panel wherein a thin unexpanded layer is formed on the surface of the expanded glass.
SOLUTION: An unexpanded glass raw material is laid on the bottom part of a form; an expanded glass raw material is laid on the unexpanded glass raw material; and the raw materials are slowly cooled after being melted by heating the form, and removed from the form, so that the building panel, wherein the unexpanded glass layer is provided on the surface of the expanded glass, can be manufactured. In that case, a separate sheet is provided between the unexpanded glass raw material and the expanded glass raw material. The provision of the separate sheet can prevent the mixing of the expanded glass into the unexpanded glass layer on the surface, and enables the almost perfect unexpanded glass layer to be formed on the surface of the panel.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了通过防止将膨胀玻璃混合到表面上的未膨胀玻璃层中而形成几乎完美的未膨胀玻璃层，在建筑面板中，在膨胀玻璃的表面上形成薄的未膨胀层。
解决方案：将未膨胀的玻璃原料放置在形式的底部; 在未膨胀的玻璃原料上放置膨胀玻璃原料; 并且通过加热形式将原料缓慢冷却，并从形式中除去，使得可以制造其中未膨胀玻璃层设置在膨胀玻璃表面上的建筑面板。在这种情况下，在未膨胀的玻璃原料和膨胀玻璃原料之间设置单独的片材。提供单独的片材可以防止膨胀的玻璃混合到表面上的未膨胀的玻璃层中，并且能够在面板的表面上形成几乎完美的未膨胀的玻璃层。版权所有（C）2004，JPO

7. 发明专利

JP2006132144A Baseplate with vertical rib for column-beam connection part 审中-公开
标题翻译：用于柱梁连接的垂直RIB
公开(公告)号：JP2006132144A
公开(公告)日：2006-05-25
申请号：JP2004320727
申请日：2004-11-04
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 , E04B1/58 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a baseplate with a vertical rib for a column-beam connection part, used as a column base of a steel frame column or a steel frame reinforced concrete column or a steel frame concrete column.
SOLUTION: This invention is composed of the baseplate joined to an upper end part of a column core of the column-beam connection part as the column base member such as the steel frame column, and a plurality of vertical ribs uplifted on an upper surface of the baseplate in arrangement circumscribed on the steel frame column. At least the baseplate is manufactured with cast iron or cast steel or forged steel. The vertical ribs are welded or joined by a bolt to the steel frame column erected on the base plate. The baseplate is used as a diaphragm, and is joined to an upper side flange part of a steel frame beam.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一个用于柱梁连接部分的垂直肋的基板，用作钢框架柱或钢框架钢筋混凝土柱或钢框架混凝土柱的柱基。解决方案：本发明由连接到柱梁连接部件的柱芯的上端部的基板构成，作为诸如钢框架柱的列基部构件，以及多个竖立肋条，底板的上表面布置在钢框架柱上。至少底板采用铸铁或铸钢或锻钢制造。垂直肋通过螺栓焊接或连接到竖立在基板上的钢框架柱。基板用作隔膜，并且与钢框架梁的上侧凸缘部接合。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2006070506A Steel framed product for construction capable of making mechanical type connection and its manufacturing method 审中-公开
标题翻译：用于制造机械式连接的构造的钢框架产品及其制造方法
公开(公告)号：JP2006070506A
公开(公告)日：2006-03-16
申请号：JP2004253166
申请日：2004-08-31
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA
IPC分类号： E04C3/04 , E04C3/32
摘要： PROBLEM TO BE SOLVED: To provide a steel framed product for construction and its manufacturing method capable of effectively displaying a structural performance of a cross section of the central section, being used by bolt connection and other mechanical type connection in a site, facilitating the disassembly and recycling a disassembled steel framed member.
SOLUTION: The steel framed product is formed by integrally welding the end section components 2 or 5 and 6 or 8 and 9 for connection to both end sections of the steel framed member 1 for construction. A bolt hole 7, a pin hole 3, etc. necessary for the mechanical type connection are processed to the end section components 2 or 5 and 6 or 8 and 9, and the end section components 2 or 5 and 6 or 8 and 9 are manufactured of a high strength material not less than the strength of the steel framed member 1 resulted from a partial loss of area by the bolt hole 7, a pin hole 3 etc.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于施工的钢框架产品及其制造方法，其能够有效地显示中心部分的横截面的结构性能，通过螺栓连接和其他机械式连接在现场使用，便于拆卸和回收拆卸的钢框架构件。
解决方案：钢框架产品通过一体焊接端部部件2或5和6或8和9而形成，用于连接到钢框架构件1的两个端部用于构造。机械式连接所需的螺栓孔7，销孔3等被加工到端部部件2或5和6或8和9，并且端部部件2或5和6或8和9是（C）2006，JPO＆NCIPI（C）2006年8月8日发布的（C）2006，JPO＆NCIPI

9. 发明专利

JP2005009630A Joint method of members 审中-公开
标题翻译：联合会员方法
公开(公告)号：JP2005009630A
公开(公告)日：2005-01-13
申请号：JP2003176391
申请日：2003-06-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA , IKEO YOSAKU , SUGATA MASAHIRO , MIYAUCHI YASUMASA , ABE TOMIICHI , YAMAMOTO KOZO , KAMIMURA MASAYUKI , KAMICHI MASANORI
IPC分类号： E04B1/61 , F16B5/02 , F16B5/08
摘要： PROBLEM TO BE SOLVED: To provide a joint method of members of high workability and economical efficiency, and not needing the management and skill of high degree, capable of being properly executed at a job site under severe construction environment, and solving a problem on the increase of the cost for machining, the cost for material and the cost for fastening work, as bolts are not essential components.
SOLUTION: A plurality of through holes 3 are formed on end parts of joined members 1 and a splint material 2 in an aligned state, end parts of the joined members 1 are butted, the splint material 2 is placed on their side face, the through holes 3 are aligned, a filler material is poured into the aligned through holes, so that the joined members are butted and joined by bearing effect obtained by hardening the filler material.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供高可加工性和经济效益的成员的联合方法，不需要高度的管理和技能，能够在恶劣的施工环境下在工作现场正确执行，并且解决加工成本增加的问题，材料的成本和紧固工作的成本，因为螺栓不是必要的部件。解决方案：在接合构件1的端部和夹板材料2上以对准状态形成多个通孔3，将接合构件1的端部对接，将夹板材料2放置在其侧面通孔3对准，将填充材料注入对准的通孔中，使得通过使填充材料硬化而获得的承载效果使接合部件对接和接合。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2004337951A Arc shielding body for joining reinforcing bar used for arc stud welding method and reinforcing bar welding method using the same 审中-公开
公开(公告)号：JP2004337951A
公开(公告)日：2004-12-02
申请号：JP2003140338
申请日：2003-05-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NISHINOSONO KAZUKI , SATO HIDEO , UMEKUNI AKIRA , SUGATA MASAHIRO
IPC分类号： B23K9/20
摘要： PROBLEM TO BE SOLVED: To provide an arc shielding body used for arc stud welding of butted reinforcing bars to each other and an arc stud welding method for the reinforcing bars using the same.
SOLUTION: The arc shielding body is constituted to a cylindrical body which can be inserted with the ends of the reinforcing bars to be joined from both sides and can butt these ends. Annular or cylindrical heat resistant members which absorb the ruggedness of the reinforcing bar surfaces are fitted into the through-hole thereof apart spacing near their intermediate positions. The internal diameter of the heat resistant members is made approximately the same as the external diameter of the reinforcing bars. The spacing portions opened between the heat resistant members are formed as groove sections for forming the reinforcement of weld of a junction and a plurality of gas vent holes are disposed on the outer peripheral walls of the groove sections.
COPYRIGHT: (C)2005,JPO&NCIPI

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