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1. 发明专利

JPH10131478A ADJUSTABLE HANGER SCAFFOLD 失效
公开(公告)号：JPH10131478A
公开(公告)日：1998-05-19
申请号：JP30868096
申请日：1996-11-05
申请人： TAKENAKA KOMUTEN CO , ASAHI KIZAI CO LTD
发明人： SAITO YUICHI , KITANI SOICHI , KAMAZAKI NOBUYOSHI , TAKAHASHI HIROAKI
IPC分类号： E04G1/36 , E04G3/00
摘要： PROBLEM TO BE SOLVED: To stably hang a hanger scaffold in a horizontal state even on the respective places of a frame slanting in the three-dimensional directions, and assemble and disassemble it safely and easily. SOLUTION: By pivotally fitting a pair of hanging frames 1a in which upper frame materials 11 and lower frame materials are hingedly combined together so as to be formed bendable at the middle points to both ends of a loading frame 1c at the respective upper end parts, a hanger 1 capable of opening the legs so as to be strided over a truss, a beam, and the like and engagedly hung is provided. A pair of hanger scaffolds 2 are mounted to the respective lower frame materials of both the hanging frames 1a of the hanger 1 capably of adjusting the slants. Further a lock device 15 locking the respective hanging frames 1a in an optitional opening legs state is provided, and the respective hanger scaffolds 2 are mounted capably of adjusting the slants, by providing the proper number of slits 115, 241 mutually crossing on the respective lower frame materials and the hanger scaffolds 2, and fastening them at the crossing points by bolts/nuts 16 capably of adjusting the slants.

2. 发明专利

JP2007063903A Technique for reforming and constructing underfloor portion of hanging body of existing structure 有权
标题翻译：改造和建造现有结构体系的下放部分的技术
公开(公告)号：JP2007063903A
公开(公告)日：2007-03-15
申请号：JP2005253353
申请日：2005-09-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , ARAI MITSUNORI , KOSAKA NORIO , NISHIMURA TAKUYA , TAYA YUJI , ODAJIMA ATSUSHI
IPC分类号： E04G23/06 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a technique for excavating an underfloor portion of a hanging body of an existing structure having the hanging body under a ground in a structurally stable condition and reforming and constructing a new underground body without leaving the site. SOLUTION: The technique comprises a step of constructing a bordering wall 2 on the outer periphery of the hanging body 1 of the existing structure 10 and primarily excavating a ground between the bordering wall 2 and the hanging body 1 to the extent that a foundation 4 of the hanging body 1 is exposed, a step of installing a pile body 5 in an excavation site to support the foundation 4 of the hanging body 1, constructing a concrete retaining wall 6 to integrate the hanging body 1, the pile body 5 and the bordering wall 2 together, and shifting the support of the hanging body 1 to that of the pile body 5 and the bordering wall 2, and a step of secondarily excavating the ground up to a requires depth thereafter and reforming and constructing the new underground structure in the excavation site. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种技术，用于在结构稳定的条件下，将具有悬挂体的现有结构的悬挂体的底部底部挖掘并重新构建新的地下体而不离开现场。解决方案：该技术包括在现有结构10的悬挂体1的外周上构造边界壁2的步骤，并且主要在边界壁2和悬挂体1之间挖掘地面，悬挂体1的基座4露出，将桩体5安装在挖掘部位的步骤，以支撑悬挂体1的基座4，构成将悬挂体1，桩体5 并且接合壁2在一起，并且将悬挂体1的支撑件移动到桩体5和边界壁2的支撑件，并且此后将地面二次挖掘到需要深度的步骤，并重新构建新的地下挖掘现场的结构。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2005016070A Steel plate block installation method and steel plate block equipped with interval adjusting mechanism used for execution of the method 有权
标题翻译：钢板块安装方法和钢板装配有用于执行方法的间隔调整机构
公开(公告)号：JP2005016070A
公开(公告)日：2005-01-20
申请号：JP2003179634
申请日：2003-06-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGATA MASAHIRO , ABE TOMIICHI , MIYAUCHI YASUMASA , UMEKUNI AKIRA , YAMAMOTO KOZO , KAMICHI MASANORI , OMIYA YUKIO , TANAKA KOICHIRO , SAITO YUICHI , KAMIMURA MASAYUKI , KUCHIMURA KAZUHIKO
IPC分类号： E04B1/16 , E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide a steel plate block installation method constructing a steel plate concrete structure by placing concrete inside of the steel plate block and a steel plate block after installing the steel plate block constituted by integrally connecting both front and rear steel plates arranged in parallel with each other with an interval holding material such as a separator or the like in a site, and the steel plate block used for execution of the method. SOLUTION: After the steel plate block 3 having an interval adjusting mechanism 14 on the end section of the interval holding material 2 of the steel plates 1a and 1b is installed in the site, the interval adjusting mechanism 14 is operated from the outside of the steel plate block 3 to correct a joint deviation occurring between the steel plates of the adjoining steel plate block 3, and then, the concrete is placed inside of the steel plate blocks. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢板块安装方法，其通过在钢板块内部放置混凝土并在安装由前后两端一体连接的钢板块之后设置钢板块来构造钢板混凝土结构在现场使用间隔保持材料如隔板等彼此平行布置的钢板和用于执行该方法的钢板块。解决方案：在钢板1a和1b的间隔保持材料2的端部上具有间隔调节机构14的钢板块3安装在现场，间隔调节机构14从外部操作以校正在相邻的钢板块3的钢板之间发生的接合偏差，然后将混凝土放置在钢板块的内部。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JPH102132A METHOD FOR SIMULTANEOUSLY STRETCHING DOUBLE FILM 失效
公开(公告)号：JPH102132A
公开(公告)日：1998-01-06
申请号：JP17864596
申请日：1996-06-18
申请人： TAKENAKA KOMUTEN CO
发明人： KITANI SOICHI , SAITO YUICHI
IPC分类号： E04H15/64
摘要： PROBLEM TO BE SOLVED: To reduce stretching processes for films and improve safety by superposing an outer film and inner film one on another so as to be wound into a roll shape and simultaneously pulling out the films to stretch them over a film material stretching frame. SOLUTION: An outer film 1 which has a predetermined width and is integral in its width direction and an inner film 2 which is divided into two parts in its width direction are superposed one on another and wound up in a roll shape. And the films are simultaneously pulled out and the outer edges thereof are stretched over an upper member 5 of a film material stretching frame 4. Next, a midpoint of the film 1 is drawn downwardly through an outer film press cable 8 by means of a tie rod 7 projecting from a lower member 6 of the frame 4, following which inner edges of inner film materials 9, 10 are joined in a water-tight manner and connected to a midpoint of the tie rod 7 through a press cable 11. Thus the film 1 and film 2 are formed into a V-shape to form a double film structure having a space 12 between the films 1, 2. And hot air is passed through the space 12 to cause snow on the film 1 to slide down. Consequently, mounting man-hour can be greatly reduced.

5. 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

6. 发明专利

JP2007070874A Method of reconstructing under portion of apparatus while operating the apparatus 审中-公开
标题翻译：在操作设备时重新设计的方法
公开(公告)号：JP2007070874A
公开(公告)日：2007-03-22
申请号：JP2005258691
申请日：2005-09-07
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , KAMIURA NAOKI , ARAI MITSUNORI
IPC分类号： E04G23/06 , E02D27/08 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a method of reconstructing the under portion of an apparatus while operating it in which the reconstruction of the under portion of concrete floor on which the very heavy apparatus is installed is performed while safely and surely operating it without suspending the apparatus from a ceiling portion. SOLUTION: This method comprises a step of dismantling skeletons 5 such as floor concrete around the apparatus 3 and excavating the ground to a predetermined depth, a step of depositing a foundation concrete 6 on the bottom face of the excavated portion and installing temporary receiving materials such as steel columns on the foundation concrete 6, a step of transferring the support of the apparatus 3 to the temporary receiving material 7 by joining a base member 2 supporting the apparatus 3 to the temporary receiving material 7, a step of excavating the under portion 4 of the apparatus 3 and performing reconstruction by constructing newly installed skeletons such as base isolation members and foundations at the excavated portion or reinforcing an existing foundation, and a step of removing the temporary receiving material 7 and the foundation concrete 6 after curing. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种在安装和确定操作的同时执行装置的重新装置的方法，其中在其中安装重型装置的混凝土地板的下部的重建被执行而不会使设备从天花板部分悬挂下来。解决方案：该方法包括将设备3周围的地板混凝土等骨架5拆除到预定深度的步骤，将基础混凝土6堆放在挖掘部的底面上并安装临时在基础混凝土6上接收诸如钢柱的材料，通过将支撑设备3的基座构件2接合到临时接收材料7而将设备3的支撑件转移到临时接收材料7的步骤，在装置3的下部4处，并且通过在挖掘部分处构造诸如基础隔离构件和基座的新安装的骨架或加强现有的基础来进行重建，以及在固化后移除临时接收材料7和基础混凝土6的步骤。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2007070844A Base isolation construction method for existing building 审中-公开
标题翻译：现有建筑的基础隔离施工方法
公开(公告)号：JP2007070844A
公开(公告)日：2007-03-22
申请号：JP2005257365
申请日：2005-09-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , ODAJIMA ATSUSHI
IPC分类号： E04G23/02 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a base isolation construction method for an existing building by cutting off a column or a base by a predetermined height and installing a base isolation device at the cut portion.
SOLUTION: The upper end part of a temporary receiving jack disposed around the column or the base on which the base isolation device is installed is abutted on a beam on a right above floor positioned right above the jack. An axial force supported by the column or the base on which the base isolation device is installed is supported by the temporary receiving jack by using a reaction force from columns on upper floors more than the right above floor through a diagonal support joining the generally right above porion of the temporary receiving jack on the right above floor beam and a column-beam joining part on the upper side of the just above floor column positioned right above the column or the base. The column or the base is cut off by a predetermined height, and the base isolation device is installed at the cut portion.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了通过将塔或基座切割预定高度来为现有建筑物提供基础隔离施工方法，并且在切割部分安装基座隔离装置。
解决方案：设置在基座隔离装置的基座或基座周围的临时接收插座的上端部抵接在位于插座正上方的地板的右上方的梁上。由安装基座隔离装置的支柱或基座支撑的轴向力由临时接收千斤顶通过使用来自位于地板右上方的上层楼层上的列的反作用力通过大致正上方的对角支撑支撑位于地板梁上方的临时接收千斤顶的孔和位于立柱或基座正上方的正上方的上侧的柱梁接合部分。柱或基座被切断预定的高度，基部隔离装置安装在切割部分。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JPH10169181A THREE DIMENSION BRACKET SCAFFOLDING FOR COMPOSITE MATERIAL TRUSS AND BRACKET THEREOF 失效
公开(公告)号：JPH10169181A
公开(公告)日：1998-06-23
申请号：JP35365296
申请日：1996-12-16
申请人： TAKENAKA KOMUTEN CO
发明人： KITANI SOICHI , SAITO YUICHI , KOBAYASHI YUICHI
IPC分类号： E04G1/36 , E04G3/00 , E04G3/08
摘要： PROBLEM TO BE SOLVED: To mount horizontally or substantially horizontally all the time a floor at the feet of a worker, which is required for the working or movement of the worker to a 3 dimension-tilted composite truss and protect the composite truss from being damaged and simplify the structure, reduce the weight and facilitate assembling and disassembling and enhance workability and safety and reduce construction cost. SOLUTION: A mounting metal fitting 17, which interposes a turnbuckle mechanically, is provided between a pair of engagement boards 14, which are engaged with the upper edge of a composite material which forms a truss where the base end of a support arm 20 is pivoted on one engagement board 14 of the mounting metal fitting 7. Moreover, a square-shaped angle adjustment metal fitting 25, which may change the length, is furnished between the other engagement board 14 and the way of the support arm 20, thereby forming a bracket 11. A passage 12 is mounted on the support arm 20 of the bracket 11 where a proper number of tread boards are equipped so that their angles may be freely adjustable.

9. 发明专利

JPS61216932A VIBRATION INSULATOR FOR FOUNDATION OF LARGE-SIZE MACHINERY AND THE LIKE 失效
公开(公告)号：JPS61216932A
公开(公告)日：1986-09-26
申请号：JP5788585
申请日：1985-03-22
申请人： TAKENAKA KOMUTEN CO
发明人： HIROMATSU TAKESHI , SAITO YUICHI , HASHIMOTO YOSHIYUKI , ABE TAKAYUKI
IPC分类号： E02D27/44 , F16M7/00
摘要： PURPOSE:To prevent the transmission of vibration to the foundation as well as absorb the vibration of a vibrating source by a method in which a vibrating source is set on a base placed through a vibration-insulating spring on the foundation and a mass-variable type mass damper is set through a spring on the base. CONSTITUTION:A vibrating source 4 is set on a base 2 placed through vibration- insulating springs 3, 3 on the machine foundation 1, and a mass-variable type structure of mass dampers 5 are set through springs 6 on the base 2 with good balance in such a way as not to interrupt with the operation of the source 4. By selecting the mass of the dampers 5 according to the intrinsic frequency of the base 1, the vibrating energy can be mostly absorbed by the dampers 5.

10. 发明专利

JPH1037453A CONSTRUCTION METHOD OF LOAD DISTRIBUTED HANGING SCAFFOLD 失效
公开(公告)号：JPH1037453A
公开(公告)日：1998-02-10
申请号：JP21550196
申请日：1996-07-26
申请人： TAKENAKA KOMUTEN CO , TAIYO KOGYO CO LTD
发明人： KITANI SOICHI , SAITO YUICHI , TANAKA KUNIE
IPC分类号： E04G3/00 , E04G3/10
摘要： PROBLEM TO BE SOLVED: To reduce a load burden on each of supporting points, curtail reinforcing work, shorten a construction period of time and reduce a construction cost by distributing load from a scaffold in one section not only to the supporting point in the section but also to another adjacent section. SOLUTION: Wire mounting pipes 2 are assembled respectively to bearing materials 1 having small loading resisting load arranged at specific spans, a proper number of scaffold wires 3 and ill-balanced force transfer bar members 4 are stretched between the wire mounting pipes 2, and scaffolds 5 are loaded respectively to the scaffold wires 3. Thereby lading load borne on both bearing materials 1 in each of the sections is distributed to another adjacent section.

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