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1. 发明专利

JPH07117035A BODY MEMBER PRODUCTION DEVICE 失效
公开(公告)号：JPH07117035A
公开(公告)日：1995-05-09
申请号：JP25009192
申请日：1992-09-18
申请人： TAKENAKA KOMUTEN CO , ASAHI KIZAI CO LTD , SATSUKI SEISAKUSHO KK
发明人： HOSHINO HARUO , HAGIWARA TADAHARU , KIKUCHI KIMIO , KOBAYASHI HIROSHI , SHIMIZU KENJI , KUKINO YOSHINORI , KAJI TETSUO , KINOSHITA SAKAE
IPC分类号： E04G11/00 , B28B7/02 , B28B23/02
摘要： PURPOSE:To produce body members of various shapes using a single form by providing a pair of end forms for molding end parts of a body member, a pair of side forms for molding side faces, a bed for supporting the both frames and molding a bottom part, and an adjusting means for adjusting the installation position of the side form to the bed. CONSTITUTION:A pair of end forms 16 are disposed on a bar arranging mount in accordance with the length of a body member 22. Main bars are inserted into holes of the end forms 16. The body member 22 with the bars arranged is moved onto a bed 12 disposed on a travel mount. A movable member 28 of a side form 14 of a form device 10 is adjusted in accordance with the width of the body member 22. The bed 12 is fixed to the side forms 14 by adjusting a pantograph mechanism part 20. A concrete is placed in the form device 10 to a required height. In this manner, the length of the body member 22 is adjusted by the positions of the end forms 1b, the installation position of the side form 14 is adjusted in accordance with the width of the body member 22, and the height of the body member 22 is adjusted by the top end of the placed concrete. Therefore, body members of various kinds can be produced by a single form device.

2. 发明专利

JP2005132557A Overhead traveling crane 审中-公开
标题翻译： OVERHEAD行驶起重机
公开(公告)号：JP2005132557A
公开(公告)日：2005-05-26
申请号：JP2003369915
申请日：2003-10-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KIKUCHI KIMIO , MORITA MASASHI , MITSUEDA MAKOTO , SHIMIZU KENJI
IPC分类号： B66C17/00 , B66C9/14
摘要： PROBLEM TO BE SOLVED: To enable lifting operation under the entire area of a base roof by minimized number of overhead traveling cranes when the base roof covering a building such as temples, shrines, and towers is constructed and repair work is performed under the raw roof.
SOLUTION: In this overhead traveling crane, a girder 1 formed in a roughly chevron shape in side view which is tilted so that its center part is positioned higher than its both parts and a plurality of parallel traveling rails orthogonal to the girder are installed on the underside of the raw roof B. A traveling device 3 for horizontally moving the girder along the traveling rails and a trolley 4 with a hoist running along the girder are installed on the girder.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：当建造覆盖建筑物如寺庙，神社和塔的基座屋顶时，通过最小数量的桥式起重机在底座的整个区域上的升降作业，并进行维修工作原始屋顶。解决方案：在这种架空行驶起重机中，以侧视图形成为大致人字形的梁1，其中心部分位于高于其两个部分的位置上，并且多个平行的行进轨道与梁连接，安装在原始屋顶B的下侧。用于沿着行进轨道水平移动梁的行进装置3和沿着大梁运行的起重机的手推车4安装在该大梁上。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2015055088A 建物構築方法有权
标题翻译：建筑施工方法
公开(公告)号：JP2015055088A
公开(公告)日：2015-03-23
申请号：JP2013188586
申请日：2013-09-11
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： SHIMIZU KENJI , NAKAMOTO OSAMU , MORIGUCHI KENICHI , ONO TOSHINORI , HANAOKA JUNJI , OTSUKI NORIHIRO , MIYUKI KENICHI , HARUKAWA HISAO
IPC分类号： E04G21/02 , E02D5/34 , E02D27/00 , E02D29/045 , E21D13/00
摘要：【課題】逆打ち工法を用いながらも、経済的に建物建設を進められるようにする。【解決手段】逆打ち工法を用いた建物構築方法であって、安定液を使用しない杭穴掘削方法によって杭穴8を掘削し、杭穴8において構真台柱7とする深さ範囲Hにセメント液12を注入して、セメント液12の注入範囲の上端部に、構真柱6の下端部を挿入して一体化を図り、建物躯体を構築する。【選択図】図7
摘要翻译：要解决的问题：采用倒置施工方法经济地进行建筑施工。解决方案：在采用倒置施工方法的建筑施工方法中，桩孔8采用不采用稳定液体的桩孔挖掘方法挖掘; 在桩孔8中为永久性钢基柱7设定的深度范围H注入水泥液12; 并且将永久钢柱6的下端插入到水泥液体12的喷射范围的上端，并与其一体地构成建筑物骨架。

4. 发明专利

JP2009174281A Reconstruction method of structure 有权
标题翻译：结构重建方法
公开(公告)号：JP2009174281A
公开(公告)日：2009-08-06
申请号：JP2008016956
申请日：2008-01-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAMOTO NAOKI , SHIMANO YUKIHIRO , SHIMIZU KENJI , SENOKUCHI KOJI
IPC分类号： E04G23/02 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To make construction in a state that adverse effects to the surrounding can hardly be caused hardly restricted by a structure of a new overground structure, and to allow reconstruction work to be efficiently carried out.
SOLUTION: A reconstruction method of a structure is for replacing an existing underground structure A1 with a new underground structure B1 by a top-down construction method. A plurality of piles 1a are integrally driven under an existing bottom plate 3 and made resistant to extraction against water pressure acting on the existing bottom plate 3. Upper parts of the plurality of the piles 1a and framed-stud permanent substructual columns 1 are made to be integrated with one another, and a vertical support 2 is installed between the existing bottom plate 3 and the vicinity of the floor A1a of an existing first basement to resist the water pressure. The first basement of an existing overground demolition residue G is removed while demolishing the floor A2a of an existing first floor, and the vertical support 2 is extensively installed between the existing bottom plate 3 and the floor B2a of a new first floor by adding a new support to the existing support accompanied by the construction of the floor B2a of the new first floor of a new overground structure B2. Thereafter, the existing underground structure A1 deeper than the floor A1a of the existing first basement is replaced by the new underground structure B1.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在几乎不会受到新的地上结构的结构的限制的情况下，难以引起对周围的不利影响的施工，并且能够有效地进行重建工作。解决方案：一种结构的重建方法是通过自上而下的施工方法用新的地下结构B1来代替现有的地下结构A1。多个桩1a在现有的底板3的下方一体地驱动，并且能够抵抗作用在现有底板3上的水压而被提升。多个桩1a和框架螺柱永久子柱1的上部制成彼此集成，并且现有的底板3和现有的第一基底的地板A1a附近之间安装有垂直支撑件2以抵抗水压。拆除现有地下室拆除残渣G的第一个地下室，同时拆除现有一楼的地板A2a，将垂直支撑2广泛地安装在现有的底板3与新一楼的地板B2a之间，支持现有的支持，同时建设新的地上结构B2的新一楼的地板B2a。此后，现有的地下建筑物A1比现有的第一地下室A1a更靠近地下结构B1。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2007162266A Two-step earth retaining wall and its construction method 有权
标题翻译：两步接地墙及其施工方法
公开(公告)号：JP2007162266A
公开(公告)日：2007-06-28
申请号：JP2005357607
申请日：2005-12-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGAWARA TOSHIAKI , AOKI MASAMICHI , SATO EIJI , KONO TAKAO , SHIMIZU KENJI , OKABASHI MINORU
IPC分类号： E02D17/04 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a two-step earth retaining wall which enables the shortening of a construction period and reduction in cost by enabling the smooth progress of excavation work because timbering such as a ground anchor is not required during the internal excavation of an inside earth retaining wall, and a construction method for the two-step earth retaining wall.
SOLUTION: In this two-step earth retaining wall, a connecting material 4 makes an outside earth retaining wall 1 connected to the upper end of the inside earth retaining wall 2 which is constructed via a stepped excavation section 3 inside the outside earth retaining wall 1. The internal ground of the outside earth retaining wall 1 is excavated up to an upper-end level of the inside earth retaining wall 2, and a vertical intermediate section of the outside earth retaining wall 1 and the upper end of the inside earth retaining wall 2 are connected to each other by means of the connecting material 4. After that, the internal ground of the inside earth retaining wall 2 is excavated for the construction of the two-step earth retaining wall.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种两步式土挡土墙，能够缩短施工周期，降低成本，使挖掘工作顺利进行，因为在内部不需要诸如地锚的木材内侧土挡土墙的开挖及两步式土挡墙的施工方法。解决方案：在这个两步式的挡土墙中，连接材料4形成一个外接土挡土墙1，它连接到内侧土挡土墙2的上端，该内侧土挡土墙是通过外侧土层内的阶梯式挖掘段3构造的外墙土挡土墙1的内部地面被挖掘到内侧土挡土墙2的上端，外侧土挡土墙1的垂直中间部和内侧的上端接地挡土墙2通过连接材料4彼此连接。之后，挖出内侧土挡土墙2的内部地面，以构造两级土挡土墙。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2004244814A Vertical load test method for existing pile 审中-公开
公开(公告)号：JP2004244814A
公开(公告)日：2004-09-02
申请号：JP2003032850
申请日：2003-02-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAGANO KOICHI , TSUCHIYA TOMIO , TSUBAKIHARA YASUNORI , OKAMOTO KEN , KATAYAMA TAKESHI , IKEDA HIDEMI , TANAKA TOSHIYUKI , MAENO TOSHIMOTO , TAKEUCHI MITSURU , YAMAGUCHI TAIJI , SHIMIZU KENJI
IPC分类号： E02D1/08 , E02D27/12 , E02D33/00
摘要： PROBLEM TO BE SOLVED: To provide a vertical load test method for an existing pile performed for confirming support performance of a pile whether or not the existing pile used for an existing building can be reused as the pile of a new building when reconstructing the building.
SOLUTION: The edge of the existing pile of a test object and a foundation building frame of the existing building is cut, and a jack is set at an upper end part of the existing pile, and reaction is taken to a vicinal existing building frame, and the support performance is measured by applying a vertical load to the existing pile by the jack.
COPYRIGHT: (C)2004,JPO&NCIPI

7. 发明专利

JP2008255645A Rebuilding method 有权
标题翻译：改造方法
公开(公告)号：JP2008255645A
公开(公告)日：2008-10-23
申请号：JP2007098580
申请日：2007-04-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAGANO KOICHI , SHIMIZU KENJI
IPC分类号： E02D29/045 , E04G23/06 , E04H9/02 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To economically perform the reconstruction of a base-isolated building by rapid construction.
SOLUTION: In this rebuilding method, an existing building B0 equipped with an underground structure section D0 is demolished, and a new base-isolated building is constructed thereon. A foundation section 7 is formed in a state in which a batholith section 1 and an underground exterior wall 2 of the underground structure section D0 are left and in which a lower end of a temporary steel column 8a for being erected in the underground structure section D0 can be supported on the batholith section 1, along with the demolition of the underground structure section D0; the temporary steel column 8a is erected on the foundation section 7; the temporary steel column 8a is erected on the foundation section 7; a floor section 9 of the new base-isolated building is formed at the upper end of the temporary steel column 8a via a base-isolating device M; and respective structure sections of the new base-isolated building are concurrently constructed above and below the floor section 9, respectively.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过快速建设经济地实施基地隔离建筑物的重建。
解决方案：在这种重建方法中，拆除了一座装有地下结构段D0的现有建筑物B0，并在其上构建了一个新的基地隔离建筑物。基础部分7形成在地下结构部分D0的地层部分1和地下外壁2留下的状态下，并且其中竖立在地下结构部分D0中的临时钢柱8a的下端可以支撑在地下部分1，同时拆除地下结构部分D0; 临时钢柱8a竖立在基础部分7上; 临时钢柱8a竖立在基础部分7上; 通过隔离隔离装置M，在临时钢柱8a的上端部形成新的基底隔离建筑物的底板部9; 并且新的基础隔离建筑物的各个结构部分分别同时构造在地板部分9的上方和下方。版权所有（C）2009，JPO＆INPIT

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