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1. 发明专利

JP2008013926A Existing building foundation reinforcing method 有权
标题翻译：现有建筑基金会加固方法
公开(公告)号：JP2008013926A
公开(公告)日：2008-01-24
申请号：JP2006183343
申请日：2006-07-03
申请人： Takenaka Doboku Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中土木 , 株式会社竹中工務店
发明人： HOSODA HIDEKAZU , HIRAO KENICHI , WADA KAZUHIKO , SHIINA AKIO , TAKECHI OSAMU , NOMURA SHIGEKI
IPC分类号： E02D27/48 , E02D5/28 , E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide an existing building foundation reinforcing method for safely and positively reinforcing an existing spread foundation by newly or additionally setting support piles or friction piles to a bottom surface of an existing building while maintaining the existing building in service conditions.
SOLUTION: The existing building foundation reinforcing method is composed of the following steps; in the first step, a shaft 1 is excavated in the ground 11 around the existing building 10, and by using the shaft 1, box culverts 3 are horizontally laid in the ground 11 immediately under the existing building 10. In the second step bottom slabs 3a of the box culverts 3 at locations where the piles 5 are to be constructed are removed, and the piles 5 are constructed in the ground 11 immediately under the removed bottom slabs. Then supports 8 are erected in a gap between top slabs 3b of the box culverts 3 and a bottom surface 2 of the building, and the ground 11 at locations of the supports is excavated, followed by removing the top slabs 3b of the box culverts 3 located immediately above the piles 5 are removed. In the third step, support means 6 for supporting the bottom surface 2 of the building are arranged on upper surfaces of the piles 5 via removed portions of the top slabs 3b, respectively.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种现有的建筑基础加固方法，用于通过在现有建筑物的底面新设置或另外设置支撑桩或摩擦桩来安全和积极地加强现有铺展基础，同时维护现有建筑物的使用条件。解决方案：现有建筑基础加固方法由以下步骤组成：在第一步骤中，在现有建筑物10周围的地面11中挖出轴1，并且通过使用轴1，盒式涵洞3水平地放置在现有建筑物10正下方的地面11中。在第二步骤中，底板拆卸堆叠5的位置处的箱式涵洞3的3a，并将桩5构造在立即拆下的底板下方的地面11中。然后，将支架8竖立在箱涵3的顶板3b和建筑物的底面2之间的间隙中，并且在支撑件的位置处挖掘出地面11，然后移除箱式涵洞3的顶板3b 位于桩5正上方。在第三步骤中，用于支撑建筑物的底面2的支撑装置6分别经由顶板3b的去除部分布置在桩5的上表面上。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2005330661A High-rise building construction of existing tower equipped with communication apparatus such as antenna 有权
标题翻译：现有塔楼高层建筑施工设有通讯装置如天线
公开(公告)号：JP2005330661A
公开(公告)日：2005-12-02
申请号：JP2004147882
申请日：2004-05-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MASUMURA KIYOTO , HOSODA HIDEKAZU , SAITO YUICHI , NEMOTO MAKOTO , YAMAKAWA SHOJI , MURATA KOJI
IPC分类号： E04H12/00 , E04G23/02 , E04G23/06 , H01Q1/12
摘要： PROBLEM TO BE SOLVED: To provide high-rise building construction of the existing tower equipped with a communication apparatus such as an antenna capable of being constructed by reusing the existing the tower without interrupting a communication service by the communication apparatus.
SOLUTION: The outline frame 2 of a form surrounding the tower 1 rises with a structure without causing any radio interference up to a height required for re-shoring of communication apparatuses 1a to 1f such as an antenna or the like with which the tower 1 is equipped, and the tower comprises a stage installed on the outline frame 2 by making re-shoring of communication apparatuses 2a to 2h such as an antenna or the like, a stage dividing a lower structure 11 of the tower 1 and an upper part 10 above the lower structure into two parts, lifting the upper part 10 of the divided tower up to the height projected upward from the upper end section of the outline frame 2 by making use of the outside frame 2 and making it support by the outline frame 2 and a stage structurally integrating the lower structure 11 of the tower 1 with the outline frame 2.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种现有塔架的高层建筑施工，该塔架配有诸如天线之类的通信装置，能够通过重用现有的塔而不中断通信设备的通信服务来构建。解决方案：围绕塔架1的形式的轮廓框架2以不构成任何无线电干扰的结构而上升到达诸如天线等的通信设备1a至1f的重新定位所需的高度，塔架1，塔架包括通过对诸如天线等的通信设备2a至2h进行重新安装而安装在轮廓框架2上的平台，将塔架1的下部结构11和上部下部结构上方的部分10分成两部分，通过利用外框架2将分开的塔的上部10提升到从轮廓框架2的上端部向上突出的高度，并使其由轮廓支撑框架2和将塔架1的下部结构11与轮廓框架2结构地整合的阶段。（C）版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2006176962A Semi-rigid joining structure of concrete pile and foundation slab or foundation beam and its construction method 有权
标题翻译：混凝土桩和基础钢筋或基础梁的半刚性接合结构及其构造方法
公开(公告)号：JP2006176962A
公开(公告)日：2006-07-06
申请号：JP2004368536
申请日：2004-12-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUCHIYA TOMIO , HAMADA JUNJI , TAYA YUJI , ITO SAKATOSHI , SADAMOTO TERUMASA , ITO TAKESHI , TANIDA SHINICHI , HOSODA HIDEKAZU , SUZUKI KAZUMI
IPC分类号： E02D27/12 , E02D5/34 , E02D27/00
摘要： PROBLEM TO BE SOLVED: To provide a semi-rigid joining structure of a concrete pile and a foundation slab or a foundation beam, and its construction method for eliminating inconvenience such as horizontal force and the bending moment concentrate in a pile head part by an earthquake.
SOLUTION: This concrete pile 1 having the pile head part 1a of an unreinforced structure and uplifting a column steel frame 4 is driven, and a foundation slab or a foundation beam 5 of a structure is constructed on the pile head part 1a by connecting to the concrete pile 1 by the column steel frame 4.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种混凝土桩和基础板或基础梁的半刚性接合结构，以及用于消除桩头部分中的水平力和弯矩集中的不便的施工方法通过地震。解决方案：具有未加强结构的桩头部分1a和提升柱钢框架4的混凝土桩1被驱动，并且在桩头部分1a上由基础板或基础梁5构造在桩头部分1a上通过柱钢架4连接混凝土桩1。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2004211451A Mechanical coupling method for steel structure beam-column joint portion 有权
公开(公告)号：JP2004211451A
公开(公告)日：2004-07-29
申请号：JP2003001023
申请日：2003-01-07
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUYUKI MIKIO , TAKAHASHI KENJI , HOSODA HIDEKAZU , KARIBE TSUYOSHI , WATANABE KUNIO , KIRINO YASUNORI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method of coupling relatively small steel-frame columns and beams to each other by a mechanical joint using a tenon and cotter pins.
SOLUTION: According to the method, an axially extending mortice 5 is formed in an end face of each of the upper and lower columns 1, 2 to be coupled to each other, and a cotter pin hole 6 is penetrated in each column in a direction perpendicular to the mortice. Then mortices 8, 9 which are centered on the mortice in each column are formed in the respective beams 3, 4 so as to have a bore almost equal to an outer diameter of composite eccentric rings 11, 12. Next a lower end of the tenon 7 is fitted into the mortice in the lower column so as to assume an erect position, and the tenon is fixed by the cotter pin 10. Further the mortices 8, 9 formed in the beams are fitted onto the tenon 7, and the outer diameter portion 11 of the composite eccentric rings, which is dimensionally adjusted beforehand so as to absorb an erection error or the like of a center-to-center dimension of the columns, and the inner diameter portion 12 having the bore almost equal to an outer diameter of the tenon are combined together, and they are fitted into a gap between the tenon and the mortice. Furthermore the mortice formed in the upper column is fitted onto an upper end of the tenon 7, and then the tenon is fixed by the cotter pin 10.
COPYRIGHT: (C)2004,JPO&NCIPI

5. 发明专利

JP2013238095A Construction method of reinforced concrete skeleton and reinforced concrete structural skeleton 有权
标题翻译：增强混凝土结构和强化混凝土结构的施工方法
公开(公告)号：JP2013238095A
公开(公告)日：2013-11-28
申请号：JP2012113423
申请日：2012-05-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO AKIHISA , WAKABAYASHI HIROSHI , TAMURA AKIO , KOJIMA MASAO , ISHIKAWA YUJI , HOSODA HIDEKAZU , HORIUCHI YUZO , KOIKE TATSUO
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a reinforced concrete (RC) skeleton having a structure where a girder reinforcement cage and an RC beam are supported by precast concrete columns, and an RC skeleton constructed by the construction method.SOLUTION: A construction method of a reinforced concrete skeleton, which is constructed by installing a girder 20 with a long span between a plurality of main columns 10, 10 constructed with a unit span, comprises steps of: constructing the main columns 10 to a planned floor height and erecting small diameter intermediate columns 3, each having a main reinforcement 3a for a beam at a joining position with a girder reinforcement cage 2, at positions dividing a span between the main columns 10, 10 into two or more unit spans; lifting the girder reinforcement cage 2 pre-assembled on the ground or in a factory or the like and hanging it between the main columns 10, 10, and joining the girder reinforcement cage 2 with the main reinforcements 3a between the girder reinforcement cage 2 and the small diameter intermediate columns 3; and assembling and supporting a beam form 6 and placing concrete to construct a reinforced concrete skeleton.
摘要翻译：要解决的问题：提供一种钢筋混凝土（RC）骨架的施工方法，其具有通过预制混凝土柱支撑梁梁加固笼和RC梁的结构，以及通过施工方法构造的RC骨架。解决方案：A 一种钢筋混凝土框架的施工方法，其特征在于，在多个以单位跨度构成的多个主柱10,10之间安装长跨距的梁20构成，包括以下步骤：将主柱10构造成规划的地面高度，竖立小直径中间柱3，每个具有在与主梁10,10之间的跨度分成两个或更多个单位跨度的位置处的梁与加强梁2的连接位置处的梁的主加强件3a; 将预先组装在地面或工厂或类似物上的大梁加固框架2提升并将其悬挂在主立柱10,10之间，并将大梁加固保持架2与梁加固笼2和小直径中间柱3; 组装和支撑梁6，并配置混凝土，以构建钢筋混凝土骨架。

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