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    • 1. 发明专利
    • Construction method for building
    • 建筑施工方法
    • JP2008214932A
    • 2008-09-18
    • JP2007052651
    • 2007-03-02
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • SHIRAISHI YOSUKENAKANISHI YASUSHISHIBATA YASUSHIISHIKAWA YOSHIHIROMURANAKA KOJINISHIMURA AKIRAKAWAHARA YOSHIFUMIISHIBASHI SADAOTATEYAMA SHIGETOMOKIMURA YASUHIKONOHIRA TSUTOMU
    • E04B1/35E04B1/34E04G21/14
    • PROBLEM TO BE SOLVED: To provide a building construction method, constructing aerial structures of two or more stages at spaces in the direction of height of a building block between two or more blocks of buildings, and having excellent economic efficiency. SOLUTION: Concurrently with the process of performing skeleton construction for two or more building blocks 1, 1, up to a first construction level H 1 of the aerial structure 10 of the first stage, the principal part 10a of the aerial structure of the first stage is built at the bottom between the building blocks, the principal part 10a is elevated to the construction level H 1 and fixed to the skeleton of the building block. Concurrently with the process of performing skeleton construction up to a second construction level H 2 of the aerial structure 20 of the second stage, the principal part 20a of the aerial structure 20 of the second stage is built on the aerial structure 10 of the first stage, the principal part 20a is elevated up to the second construction level H 2 , and fixed to the skeleton of the building blocks 1, 1. These processes are repeatedly performed according to the number of stages of the aerial structures to be constructed. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种建筑施工方法,在两个或更多个建筑物之间的建筑物的高度方向上的空间中构造两个或多个阶段的空中结构,并且具有良好的经济效率。 解决方案:与第一阶段的空中结构10的两个或多个构造块1,1的直到第一构造水平H 1 的骨架构造的过程同时,主体 第一级天线结构的第10a部分建在构建块之间的底部,主体部分10a升高到施工水平H 1 ,并固定在建筑物的骨架上。 与第二级的天线结构20的第二施工级别H 2 的骨架结构的处理同时,第二级的天线结构20的主体部分20a建在 第一级的天线结构10,主体部分20a被升高到第二结构水平H 2 ,并固定在构造块1,1的骨架上。这些过程根据 要建造的空中结构的阶段数。 版权所有(C)2008,JPO&INPIT
    • 2. 发明专利
    • Closed-type peeling-off system and peeling-off method for sprayed fire-resistive covering
    • 封闭式剥离系统和喷涂灭火方法
    • JP2008190279A
    • 2008-08-21
    • JP2007027815
    • 2007-02-07
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • HOSHINO HARUOTAKAHASHI MIKIOISHIKAWA YOSHIHIROTAKAHASHI HIROSHISEKI KATSUHIROISHIGURO TAKESHIHASHIYA YUJITAKEUCHI SEIICHI
    • E04G23/02E04F21/00
    • PROBLEM TO BE SOLVED: To provide a sprayed fire-resistive covering peeling-off system of closed type having a simple-structured air-suction/dust-removing device and capable of being made compact.
      SOLUTION: The sprayed fire-resistive covering peeling-off system is composed of the following: a peel-off robot 12 provided with a peeling tool 11 for peeling off a fire-resistive covering on a building, a hopper 13 for storing peeled-off pieces 41a of the sprayed fire-resistive covering 41 peeled by the peel-off robot 12 and dropped, a disposal means 14 for disposing the peeled-off pieces 41a from the hopper 13, an encasing means 15 for packing the peeled-off pieces 41a disposed by the disposal means 14 in a trasportable state, a control means 30 for controlling the movement of the peeling-off robot 12, a partial chamber structure 9 forming a peeling-off working space R2 surrounding and closing one unit of the working area by the peeling-off robot 12 and an air-suction/dust-removing device 20 for removing the dust by sucking the air within the peeling-off working space R2 enclosed by the partial chamber structure 9.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种具有简单结构的吸气/除尘装置并且能够紧凑的封闭型喷涂防火覆盖物剥离系统。 解决方案:喷涂的防火覆盖物剥离系统由以下组成:剥离机器人12,其设置有用于剥离建筑物上的耐火覆盖物的剥离工具11,用于存储的料斗13 由剥离机器人12剥离的被喷射的防火覆盖层41的剥离片41a落下,用于从剥离器13配置剥离片41a的处理装置14, 由处置装置14设置在可移动状态的卸料片41a,用于控制剥离机器人12的移动的控制装置30,形成围绕和关闭一个单位的剥离工作空间R2的部分室结构9 通过剥离机器人12的工作区域和用于通过吸附由局部室结构9包围的剥离工作空间R2内的空气除去灰尘的吸气/除尘装置20.版权所有( C)2008,JPO&INPIT
    • 4. 发明专利
    • Construction method for extending lower story of existing building
    • 用于扩展现有建筑物下层故障的建筑方法
    • JP2005264569A
    • 2005-09-29
    • JP2004078987
    • 2004-03-18
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • ONO SADATOSHIHAYASHIDA HIDETOSHIYAMAMOTO MASATOKUROKI TOMOHIRONAKAI MASAYOSHIFUJII EIJIISHIKAWA YOSHIHIROISHIKAWA ATSUO
    • E04H9/02E04G23/02E04G23/06
    • PROBLEM TO BE SOLVED: To provide a construction method for extending a lower story, such as a first floor section, of a relatively low-rise existing building by pushing up an upper story section higher than the lower story.
      SOLUTION: The building 2 above the extended floor is supported by a supporting means, and an existing column of the extended floor is cut in a position near an upper end. A column on a lower side with respect to a cutting position is covered with column members 6 and 6'; an upper end of a column member is joined to a column on an upper side with respect to the cutting position; and an upper building is supported by the column member. The column members are connected to each other by a beam; a jack 9 is connected to a reaction implement 10 which is provided in the beam or the column member; and the upper building is made to ascend to the limit of preventing the column member from coming off from the lower-side column 4b. The exposed lower-side column is covered with the column member; the upper end of the column member is joined to a lower end of the upper column member; and an upper building is supported by the column member. The jack is reconnected to the reaction implement which is provided in the beam or the lower-side column member, and the upper building is made to ascend to the limit of preventing the column member from coming off from the lower-side column. Concrete is infilled into the column member so as to be integrated with the upper-side and lower-side columns.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种通过推高高于下层故事的上层部分来延伸较低层现有建筑物的下层楼层(例如一楼)的施工方法。 解决方案:延伸地板上方的建筑物2由支撑装置支撑,并且延伸地板的现有列被切割在靠近上端的位置。 相对于切割位置的下侧的柱被柱构件6和6'覆盖; 柱构件的上端部相对于切割位置与上侧的列接合; 上层建筑由柱构件支撑。 柱构件通过梁相互连接; 千斤顶9连接到设置在梁或柱构件中的反作用工具10; 并使上层建筑物上升到防止柱构件从下侧柱4b脱落的极限。 暴露的下侧柱被柱构件覆盖; 柱构件的上端连接到上柱构件的下端; 上层建筑由柱构件支撑。 千斤顶被重新连接到设置在梁或下侧柱构件中的反作用工具,并且使上建筑物上升到防止柱构件从下侧柱脱落的极限。 混凝土填充到柱构件中,以便与上侧和下侧柱一体化。 版权所有(C)2005,JPO&NCIPI
    • 5. 发明专利
    • Construction method of structure straddling railway track
    • 结构梯形铁路轨道施工方法
    • JP2005220665A
    • 2005-08-18
    • JP2004031073
    • 2004-02-06
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MIYAZAKI TAKASHIISHIKAWA YOSHIHIRO
    • E01D1/00E01D18/00E01D21/00
    • PROBLEM TO BE SOLVED: To provide a construction method for constructing a structure such as a pedestrian bridge and the artificial ground straddling a railway track.
      SOLUTION: A work vehicle for placing a construction member in arrangement substantially parallel to the railway track, and a work vehicle placed with a carriage for arranging a turntable in an upper end are arranged side by side. Beams of both work vehicles are integrated by being connected with each other. The carriage is moved and arranged almost immediately below the construction member. A stand is lowered, and the construction member is transferred to the carriage. The carriage placed with the construction member is moved to a substantially intermediate position of both work vehicles. A jack and the beam for suspending the construction member are connected by a PC steel wire, and the beam is suspended by the jack, and the construction member is inserted and supported from between stringing wires. The construction member is rotated at 90° by the turntable of the carriage, and both ends of the construction member are installed on and fixed to structures constructed on both sides of the railway track. The construction member such as a girder is constructed by repeatedly opening the jack.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种用于构造跨越铁路轨道的人行桥和人造地面等结构的施工方法。 解决方案:一种用于将建筑构件放置成基本上平行于铁路轨道的工作车辆,以及布置有用于在上端设置转台的滑架的作业车辆并排布置。 两个工作车辆的梁通过彼此连接而集成。 托架移动并布置在施工构件的几乎正下方。 立架下降,施工构件转移到托架上。 与建筑构件一起放置的托架移动到两个作业车辆的大致中间位置。 一个吊杆和用于悬挂施工构件的梁通过PC钢丝连接,梁被吊杆悬挂,并且施工构件从穿线之间插入和支撑。 建筑构件通过托架的转台旋转90°,并且施工构件的两端安装在固定在铁路轨道两侧的结构上。 诸如大梁的构造构件通过重复地打开千斤顶来构造。 版权所有(C)2005,JPO&NCIPI
    • 6. 发明专利
    • Cutting apparatus and cutting and demolition method for wall structure
    • 用于墙体结构的切割装置和切割和拆卸方法
    • JP2012031629A
    • 2012-02-16
    • JP2010171567
    • 2010-07-30
    • Japan Atom Power Co Ltd:TheTakenaka Komuten Co Ltd日本原子力発電株式会社株式会社竹中工務店
    • YOSHINO KEIZABUROFUJII SATORUNAKATSUJI MASAYUKIIWATA TAKEHIROSUGATA MASAHIROTAKAJI KAZUHIKOISHIKAWA YOSHIHIRO
    • E04G23/08
    • PROBLEM TO BE SOLVED: To provide a wire saw type cutting apparatus for cutting a reactor shielding wall to demolish it, and a method for cutting the reactor shielding wall by the cutting apparatus to demolish it.SOLUTION: A cutting apparatus includes a first frame that is equipped with a pair of guide masts straddling a wall structure and sandwiching inner and outer surfaces of the wall structure, and a second frame that is movably placed on the first frame and equipped with the pair of guide masts. A wire saw going around along the pair of guide masts of the second frame, a drive device for making the wire saw travel, and a tension control device for adjusting traveling tension of the wire saw are installed in the second frame. A lower portion of each guide mast is provided with a holding device for sandwiching the inner and outer surfaces of the wall structure. A transfer drive device for moving the one frame relative to the other frame is installed between moving surfaces of the first and second frames. A hoisting and lowering drive device for vertically moving each guide mast is installed on each guide mast.
    • 要解决的问题:提供一种用于切割反应器屏蔽壁以将其拆除的线锯式切割装置,以及通过切割装置切割反应堆屏蔽壁以将其拆除的方法。 解决方案:切割装置包括:第一框架,其配备有跨越壁结构并夹持壁结构的内表面和外表面的一对引导柱,以及可移动地放置在第一框架上并配备有第二框架的第二框架 与一对导向桅杆。 沿着第二框架的一对引导柱的绕线锯,用于使线锯行进的驱动装置和用于调节线锯的行进张力的张力控制装置安装在第二框架中。 每个引导桅杆的下部设置有用于夹持壁结构的内表面和外表面的保持装置。 用于相对于另一框架移动一帧的传送驱动装置安装在第一和第二框架的运动表面之间。 一个用于垂直移动每个导杆的升降驱动装置安装在每个引导桅杆上。 版权所有(C)2012,JPO&INPIT
    • 7. 发明专利
    • Method for constructing aerial structural body between a plurality of building ridges
    • 建筑大楼之间建立空气结构体的方法
    • JP2009001975A
    • 2009-01-08
    • JP2007161210
    • 2007-06-19
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • SHIRAISHI YOSUKENAKANISHI YASUSHISHIBATA YASUSHIISHIKAWA YOSHIHIROMURANAKA KOJINISHIMURA AKIRAKIMURA YASUHIKONOHIRA TSUTOMUKAWAHARA YOSHIFUMIISHIBASHI SADAOTATEYAMA SHIGETOMO
    • E04B1/35E04B1/34E04G21/14
    • PROBLEM TO BE SOLVED: To provide a method for constructing an aerial structural body between building ridges, dispensing with highly precise assembly work and elevating means by leaving a sufficient and required interval between a connection part on a main part side of the aerial structural body and a connection part on a building ridge side and constructing a main part based on the design of a structure for elevating the main part smoothly.
      SOLUTION: In this construction method, the main part 3 of the aerial structural body 2 is elevated until the connection parts 4 at both ends of the main part 3 are arranged by opposing to the connection part 5 in the building ridge 1 between the building ridges 1 and 1, a retaining seat bracket 6 provided below the connection part 5 on one side protrudes to a position just below the connection part 4 on the other side and is abutted on a lower face of the connection part 4 on the other side, and the connection part 4 in the main part 3 of the air structural body 2 and the connection part 5 in the building ridge 1 are mutually connected in series by a joining means.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种在建筑物脊之间构造空中结构体的方法,通过在天线的主要部分侧的连接部分之间留下足够且所需的间隔来分配高度精确的组装工作和升降装置 结构体和建筑物脊侧的连接部分,并且基于用于平稳地升高主要部分的结构的设计来构造主要部分。 解决方案:在这种施工方法中,空中结构体2的主要部分3升高直到主体3的两端的连接部分4与建筑物脊1中的连接部分5相对 建筑物脊1和1,一侧设置在连接部分5下方的保持座支架6突出到另一侧的连接部分4正下方的位置,并在另一侧的连接部分4的下表面上抵接 空气结构体2的主要部分3中的连接部分4和建筑物脊1中的连接部分5通过接合装置串联连接。 版权所有(C)2009,JPO&INPIT
    • 8. 发明专利
    • Building construction method
    • 建筑施工方法
    • JP2008215013A
    • 2008-09-18
    • JP2007056096
    • 2007-03-06
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • SHIRAISHI YOSUKENAKANISHI YASUSHISHIBATA YASUSHIISHIKAWA YOSHIHIROMURANAKA KOJINISHIMURA AKIRAKAWAHARA YOSHIFUMIISHIBASHI SADAOTATEYAMA SHIGETOMOKIMURA YASUHIKONOHIRA TSUTOMU
    • E04B1/35E04B1/34
    • PROBLEM TO BE SOLVED: To provide a building construction method, constructing aerial structures of two or more stages at spaces in the direction of height of a building block between two or more blocks of buildings.
      SOLUTION: A skeleton construction of two or more building blocks 1, 1 is advanced, and a required number of principal parts 10a of the aerial structures are built in the laminated state at the bottom between the building blocks. At the stage where the skeleton construction is performed up to the height so that the principal part 10a of the lowermost aerial structure can be fixed to a first construction level H
      1 , the principal parts 10a are collectively fixed to the skeleton of the building block by elevating the principal part 10a of the lowermost aerial structure to the first construction level. At the stage where the skeleton construction is performed up to the height so that the principal part 20a of the next higher order aerial structure can be fixed to a second construction level H
      2 , the principal parts 20a, 30a are collectively fixed to the skeleton of the building block by elevating the principal part 20a of the next higher order aerial structure to the second construction level H
      2 . These processes are repeatedly performed according to the number of stages of the aerial structures to be constructed.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了提供建筑施工方法,在两个或更多个建筑物块之间的建筑物的高度方向的空间处构造两个或多个阶段的空中结构。 解决方案:两个或多个构造块1,1的骨架结构前进,并且在构造块之间的底部处,以层叠状态构建所需数量的空中结构的主要部分10a。 在骨架构造达到高度的阶段,最下面的天花板的主要部分10a可被固定到第一结构水平H 1 ,主要部分10a被集体地固定到 通过将最低空中结构的主要部分10a升高到第一构造水平来构造构造块的骨架。 在骨架构造直到高度的阶段,下一个较高阶空中结构的主要部分20a可被固定到第二结构水平H 2 ,主要部分20a,30a 通过将下一个高阶空中结构的主体部分20a升高到第二结构水平H 2 而被集体地固定到构件的骨架上。 这些过程根据要构造的空中结构的级数重复执行。 版权所有(C)2008,JPO&INPIT
    • 9. 发明专利
    • Steel frame cutter
    • 钢框架切割机
    • JP2007146571A
    • 2007-06-14
    • JP2005345058
    • 2005-11-30
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • HOSHINO HARUOISHIKAWA YOSHIHIRO
    • E04G23/08B23K7/00B23K10/00
    • PROBLEM TO BE SOLVED: To provide a steel frame cutter used in cutting and disassembling the steel frame of structure (building).
      SOLUTION: Slide frames extruding in opposite directions are provided expandably in the axial direction at a main body frame suspended by a crane, and steel frame clamps supporting the steel frame to be cut are provided and opened at intervals in the axial direction. Each of both the slide frames are provided with moving means for a cutting tool, enabling the cutting tool to move in the transverse direction or the height direction of the steel frame. Expanding/contracting the slide frame, supporting the steel frame by the steel frame clamps and moving the cutting tool are executed by a remote operation.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供用于切割和拆卸结构(建筑物)的钢框架的钢框架切割机。 解决方案:在由起重机悬挂的主体框架上沿相反方向挤压的滑动框架在轴向方向上可扩张地设置,并且在轴向方向上间隔设置并打开支撑待切割的钢框架的钢框架夹。 两个滑动框架中的每一个设置有用于切割工具的移动装置,使切割工具能够在钢框架的横向或高度方向上移动。 通过远程操作来执行滑架的扩展/收缩,通过钢框架夹具支撑钢框架并移动切割工具。 版权所有(C)2007,JPO&INPIT