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    • 61. 发明专利
    • Reinforcement arrangement structure of reinforced concrete column
    • 加固混凝土柱的加固布置结构
    • JP2006249860A
    • 2006-09-21
    • JP2005070616
    • 2005-03-14
    • Fujita Corp株式会社フジタ
    • TERAOKA MASARUTAKAMORI NAOKI
    • E04C5/18
    • PROBLEM TO BE SOLVED: To attain required shear reinforcement only by a shear reinforcing bar without lowering workability of compacting work of concrete in use under severe conditions for a column of a lower layer part of an ultra high multistory reinforced concrete building or the like. SOLUTION: The reinforcement arrangement structure of a reinforced concrete column has a square outer peripheral reinforcement 14 surrounding a plurality of column main reinforcements 12 arranged along an outer periphery of a rectangular reinforced concrete column 10 and an octagonal core reinforcement 16 surrounding the column main reinforcements 12c with four sides except the column main reinforcements 12a of corner parts and the column main reinforcements 12b near the corner parts out of the column main reinforcements 12. The column main reinforcements 12c with four sides surrounded by the core reinforcement 16 are arranged closer to the inside of the column than the column main reinforcements 12a of the corner parts and the column main reinforcements 12b near the corner parts to arrange the outer peripheral reinforcement 14 and the core reinforcement 16 at the same height level while avoiding interference by the outer peripheral reinforcement 14 and the core reinforcement 16. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:仅通过剪切钢筋来实现所需的剪切加固,而不会降低在苛刻条件下使用的混凝土的压实作业的施工能力,用于超高层多层钢筋混凝土建筑的下层部分的柱或 喜欢。 解决方案:钢筋混凝土柱的加强布置结构具有围绕沿矩形钢筋混凝土柱10的外周布置的多个柱主加强件12和围绕柱的八边形芯加强件16的正方形外周加强件14 主加强件12c,除了角部的列主加强件12a和柱主要加强件12之外的角部附近的柱主加强件12b之外,具有四个侧面。具有由芯加强件16包围的四个侧面的列主加强件12c布置成更靠近 与角部附近的列主加强件12a和柱主加强件12b相比,将柱体的内部加强件14和芯加强件16布置在相同的高度,同时避免外周的干涉 加强件14和芯部加强件16 版权所有(C)2006,JPO&NCIPI
    • 62. 发明专利
    • Joining method of precast reinforced concrete column member and precast reinforced concrete column/beam connection block
    • 预制加固混凝土柱和预制钢筋混凝土柱/梁连接块的接合方法
    • JP2006249852A
    • 2006-09-21
    • JP2005070377
    • 2005-03-14
    • Fujita Corp株式会社フジタ
    • NISHIDA HIROKAZUSASAKI HITOSHIEBIKI KIYOTOISHII ATSUSHITOSAKA AKIRAISHIKAWA KAZUOSHIODA HIROYUKIHAYASHI KAZUYASATO YUKIHIROTAKAMORI NAOKI
    • E04B1/58E04B1/21
    • PROBLEM TO BE SOLVED: To complete joining work quickly using a hardening filler having good characteristics in a joining method between a PCa column member and a PCa column/beam joint part block in which the hardening filler is injected into a joint space formed between an upper face of a column head of the PCa column member and a lower face of the PCa column/beam joint part block, and into a plurality of insertion holes for column main reinforcements of the PCa column/beam joint part block by injecting the hardening filler into the joint space.
      SOLUTION: Cement mortar having fluidity is fed into the joint space 26 to allow it to flow from a lower end of each of the insertion holes 16 for the column main reinforcements so that it may fill the inside of the holes. Before the highest top end of the top ends of the hardening filler rising in the insertion holes reaches an upper end of the corresponding insertion hole, injection of the hardening filler is stopped to leave an unfilled part near the upper end of the insertion hole as a margin. The unfilled part is filled with the hardening filler injected from an upper end of each of the insertion hole.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:使用在PCa柱构件和PCa柱/梁接头部件块之间的接合方法中具有良好特性的硬化填料快速完成接合工作,其中将固化填料注入形成的接合空间中 在PCa柱构件的柱头的上表面与PCa柱/梁接头部件块的下表面之间,并且通过将PCa柱/梁接头零件块的列主要加强件注入多个插入孔 将填料固化到接头空间。 解决方案:具有流动性的水泥砂浆被供给到接头空间26中,以允许其从用于柱主加强件的每个插入孔16的下端流动,使得其可以填充孔的内部。 在插入孔上升的硬化填料顶端的最高顶端到达相应的插入孔的上端之前,停止注入硬化填料以将未填充部分留在插入孔的上端附近作为 保证金。 未填充部分填充有从每个插入孔的上端注入的硬化填料。 版权所有(C)2006,JPO&NCIPI
    • 63. 发明专利
    • Concrete wall of concrete building equipped with vibration control device, and vibration control device embedded in concrete wall
    • 混凝土墙混凝土搅拌设备和混凝土搅拌控制装置嵌入混凝土墙
    • JP2006169754A
    • 2006-06-29
    • JP2004361064
    • 2004-12-14
    • Fujita Corp株式会社フジタ
    • MASUDA KEIJI
    • E04H9/02F16F7/12F16F15/02F16F15/023F16F15/08
    • PROBLEM TO BE SOLVED: To considerably shorten a working time and reduce cost for the construction of a concrete wall equipped with a vibration control device. SOLUTION: The vibration control device 10 is formed in flat elongate plate shape as a whole and provided with share keys 12 at both side faces to transmit shearing force from concrete to the vibration control device by anchoring the vibration control device to concrete. The vibration control device 10 is further provided with a pair of plates 32 partitioning both side faces, and a vibrational energy absorbing means provided between the plates, and constituted to obtain resistance force when the pair of plates are relatively displaced in the longitudinal direction of the vibration control device. The vibration control device is mounted in a form for constructing the concrete wall, when erecting the form and embedded in the concrete wall by placing concrete in the form. The vibration control device is embedded to completely divide the concrete wall at the embedded part of the vibration control device. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:大大缩短工作时间并降低配备振动控制装置的混凝土墙的施工成本。 解决方案:振动控制装置10整体形成为扁平的细长板形状,并且在两个侧面处设置有共享键12,以通过将振动控制装置锚定到混凝土来将剪切力从混凝土传递到振动控制装置。 振动控制装置10还设置有分隔两个侧面的一对板32和设置在板之间的振动能量吸收装置,并且构成为当该对板在纵向方向上相对移位时获得阻力 振动控制装置。 振动控制装置安装成用于构造混凝土墙的形式,当通过以混凝土的形式放置混凝土来竖立形式并嵌入在混凝土墙中时。 嵌入式振动控制装置将振动控制装置的嵌入部分的混凝土墙完全分开。 版权所有(C)2006,JPO&NCIPI
    • 64. 发明专利
    • Electromagnetic wave absorption panel
    • 电磁波吸收面板
    • JP2006165078A
    • 2006-06-22
    • JP2004350678
    • 2004-12-03
    • Fujita Corp株式会社フジタ
    • KIMURA KENICHI
    • H05K9/00E04B1/92
    • PROBLEM TO BE SOLVED: To provide an electromagnetic wave absorption panel using a general building material capable of exhibiting excellent electromagnetic wave absorption performance even when water contents of first and third dielectric layers 1202, 1206 are varied without use of moisture permeability prevention materials and waterproof films etc. as in prior art.
      SOLUTION: The electromagnetic wave absorption panel 10 is constituted by stacking a first dielectric layer 12, a second dielectric layer 14, a third dielectric layer 16, and an electromagnetic wave reflection layer 20. A thickness d2 region 14B is defined between the back surface of the first dielectric layer 12 and the front surface of the third dielectric layer 16, with a spacer member 14A to constitute the second dielectric layer 14 for keeping the first dielectric layer 12 and the third dielectric layer 16 parallel to each other. The thickness d1 of the first dielectric layer 12 is made to be ≤85% of a thickness d3 of the third dielectric layer 16.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:即使在不使用防透湿材料的情况下,即使在改变第一和第三介电层1202,1206的含水量的情况下,也可以使用能够表现出优异的电磁波吸收性能的一般建筑材料来提供电磁波吸收面板 和防水膜等。 解决方案:电磁波吸收面板10通过堆叠第一电介质层12,第二电介质层14,第三电介质层16和电磁波反射层20构成。厚度d2区域14B被定义在 第一电介质层12的后表面和第三电介质层16的前表面与间隔构件14A构成用于保持第一电介质层12和第三电介质层16彼此平行的第二电介质层14。 使第一电介质层12的厚度d1为第三电介质层16的厚度d3的≤85%。(C)2006,JPO&NCIPI
    • 65. 发明专利
    • Building structure allowing uplift of foundation part
    • 建筑结构允许基金会部分更新
    • JP2006138074A
    • 2006-06-01
    • JP2004326360
    • 2004-11-10
    • Fujita Corp株式会社フジタ
    • NAKAGAWA TAROKOBAYASHI KATSUMI
    • E04H9/02E02D27/12E02D27/34
    • PROBLEM TO BE SOLVED: To provide a building structure easily causing an uplift when overturning moment is applied to a building at the occurrence of an earthquake.
      SOLUTION: A factory building 10 has outer peripheral part columns 14, 15 arranged at an outer peripheral part of the building, and internal columns 16 arranged inside the building. The columns are connected to one another through beams 18. A footing 24 provided at a column base of each column is separated from a pile head of a foundation pile which supports the footing. Stiffeners 20 for rigidly connecting the outer peripheral columns and the beams are provided to constitute a rigid-frame structure with the outer peripheral part columns and beams. A connecting structure impeding relative horizontal displacement between the footing provided at the column base of the outer peripheral part column, and the pile head which supports the footing, while allowing the uplift of the footing from the pile head, is provided between the footing and the pile head. Further, a connecting structure which allows the footing to lift from the pile head is provided between the footing provided at the column base of the internal column, and the pile head which supports the footing.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了在发生地震时向建筑物施加倾覆力矩时,提供容易引起隆起的建筑结构。 解决方案:工厂10具有布置在建筑物的外周部分的外围部分列14,15和布置在建筑物内部的内部列16。 柱通过梁18彼此连接。设置在每列的塔底处的基脚24与支撑基脚的基础桩的桩头分离。 提供用于刚性地连接外周柱和梁的加强件20以构成具有外周部分柱和梁的刚性框架结构。 阻止在外周部柱的列底部设置的基脚之间的相对水平位移和支撑基脚的桩头同时允许从桩头抬起基脚的连接结构设置在基脚和 堆头 此外,在设置在内柱的列底部的基脚和支撑基脚的桩头之间设置允许从桩头抬起基脚的连接结构。 版权所有(C)2006,JPO&NCIPI
    • 66. 发明专利
    • Construction method for cast-in-place concrete pile
    • 混凝土桩施工方法
    • JP2006138067A
    • 2006-06-01
    • JP2004325950
    • 2004-11-10
    • Fujita Corp株式会社フジタ
    • MORI KOICHIYAMAMOTO HIDEAKI
    • E02D13/00
    • PROBLEM TO BE SOLVED: To enhance pile center accuracy in the construction of a cast-in-place concrete pile.
      SOLUTION: A polygonal ruler 2 is formed by pre-laying a temporary material 21 on ground 1 in such a manner that the temporary material 21 is circumscribed with a virtual circle R concentric with a designed pile center P
      O and larger in diameter than a surface layer casing 3; an upper hole 4 is formed by inserting the casing 3 into the surface layer section of the ground 1 in such a manner that the casing 3 is located at an equidistance L
      1 from points C
      X1 , C
      X2 , CX
      Y1 and C
      Y2 of contact between each side 21a of the polygon of the ruler 2 and the virtual circle R; a pile body forming hole 5 concentric with the casing 3 is vertically drilled into the ground 1 from a bottom of the hole 4; and concrete is placed after a cage is vertically inserted into the hole 5.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提高现浇混凝土桩施工中的桩中心精度。 解决方案:通过将临时材料21预先铺设在地面1上,使得临时材料21与设计的桩中心P O同心的虚拟圆R外接,形成多边形尺2, / SB>并且比表面层壳体3的直径大; 通过将壳体3插入到地面1的表面层部分中,使得壳体3位于等距离L 1 的点C < / SB>,C X2 ,CX Y1 和标尺2的多边形的每一侧21a之间的接触的C Y2 R等 与壳体3同心的桩体形成孔5从孔4的底部垂直钻入地面1; 并且在将笼子垂直插入孔5之后放置混凝土。版权所有(C)2006,JPO&NCIPI
    • 67. 发明专利
    • Anti contamination method of interior of rooms by mold
    • 模具室内防污染方法
    • JP2006037663A
    • 2006-02-09
    • JP2004222942
    • 2004-07-30
    • Fujita Corp株式会社フジタ
    • TAKAYAMA KATSUYUKI
    • E04B1/62E04B1/64
    • PROBLEM TO BE SOLVED: To provide an anti contamination method of mold from breeding and propagation of mold in the interior of rooms.
      SOLUTION: A drug with the function to inhibit and sterilze the growth of mold is used so as to expose from the surfaces of the components constituting at least walls, ceilings and floors in the interior of rooms, and these components are porous to easily catch mold. As the drug effective in the inhibition and sterilization of mold breeding, an inorganic drug carrying silver ions and an organic drug based on nitrogen heterocyclic compounds are used together.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了提供模具在室内的育种和繁殖中的抗污染方法。 解决方案:使用具有抑制和消毒模具生长功能的药物,以便从至少构成至少在房间内部的墙壁,天花板和地板的部件的表面露出,并且这些部件是多孔的 容易抓霉 作为在霉菌繁殖抑制杀菌中有效的药物,一起使用携带银离子的无机药物和基于氮杂环化合物的有机药物。 版权所有(C)2006,JPO&NCIPI
    • 68. 发明专利
    • Starter of motor
    • 电机起动器
    • JP2006033954A
    • 2006-02-02
    • JP2004207001
    • 2004-07-14
    • Fujita CorpH & M Consultant Kkエイチアンドエムコンサルタント株式会社株式会社フジタ
    • IIIZUMI AKIRA
    • H02P1/32
    • PROBLEM TO BE SOLVED: To provide a starter of a motor for reducing a cost increase and having an advantage for reducing a start current.
      SOLUTION: The starter 30 starts the motor 12, and is provided with an opening/closing valve 14, an opening/closing valve controller 16 and a control panel 20. The opening/closing valve 14 is provided at a discharge opening 1002, and opens and closes the discharge opening 1002. A star-delta switching circuit 22 implements a switching operation for switching connections of phases of a primary winding in the motor 12 from a star connection to a delta connection in a state of the discharge opening 1002 of a pump 10 to be closed by the opening/closing valve 14.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种用于降低成本增加并具有减少起动电流的优点的电动机起动器。 起动器30起动电动机12,设置有开闭阀14,开闭阀控制器16和控制面板20.开闭阀14设置在排出口1002 并且打开和关闭排出口100.星形三角切换电路22执行切换操作,以在排出口1002的状态下将马达12中的初级绕组的相位从星形连接切换到三角形连接 一个泵10被打开/关闭阀14关闭。版权所有(C)2006,JPO&NCIPI
    • 69. 发明专利
    • Foundation structure of building and its construction method
    • 建筑基础结构及其施工方法
    • JP2005256546A
    • 2005-09-22
    • JP2004072833
    • 2004-03-15
    • Fujita Corp株式会社フジタ
    • NAKAGAWA TAROKOBAYASHI KATSUMITORII TSUGIOHAYASHI KAZUYANAKAMURA YOSHIYAYOSHII YASUNORI
    • E02D5/34E02D27/12E02D27/34
    • PROBLEM TO BE SOLVED: To greatly improve the workability in the foundation structure of a building allowing uplift of the superstructure of the building.
      SOLUTION: The pile foundation 10 is provided with piles 12 and footings 14. A fitting member 22 made of precast concrete (PC) in which a fitting proptrusion 18 is formed is connected to the pile head of a cast-in-place concrete pile 12. Meanwhile, a fitting member 24 made of PC in which a fitting recess 20 is formed is connected in a position corresponding to the pile head of the pile 12 of the lower face of the footing 14 made of cast-in-place concrete. By fitting the fitting protrusion 18 to the fitting recess 20, a relative deplacement in the horizontal direction between the pile and the footing is prevented and when an over turning moment larger than a prescribed magnitude acts on the building, the fitting recess 20 is separated from the fitting protrusion 18 and hence, the footing can float up from the pile head.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:大大提高建筑物基础结构的施工能力,允许建筑物上层建筑隆起。 桩基10具有桩12和底脚14.由预制混凝土(PC)制成的装配构件22,其中形成有装配推进件18,其连接到浇注桩的桩头 混凝土桩12.同时,其中形成有装配凹部20的由PC制成的装配构件24连接在与浇铸场所的底脚14的下表面的桩12的桩头相对应的位置 具体。 通过将嵌合突起部18嵌合于嵌合凹部20,能够防止在桩与基脚之间的水平方向上的相对脱离,并且当超过规定大小的超过转矩作用在建筑物上时,嵌合凹部20与 因此,嵌合突起18因此可以从桩头浮起。 版权所有(C)2005,JPO&NCIPI
    • 70. 发明专利
    • Charging system for portable terminal
    • 便携式终端充电系统
    • JP2005057917A
    • 2005-03-03
    • JP2003287670
    • 2003-08-06
    • Fujita Corp株式会社フジタ
    • NONOMURA YOSHITAMI
    • H02J7/00H04B7/26
    • Y02B40/90Y02D70/00Y02D70/449
    • PROBLEM TO BE SOLVED: To utilize wind power at a platform to generate electric power and supply the electric power to chargers for cellular phones at ticket gates. SOLUTION: Wind turbine generators 30 installed in line with billboards 20 receive wind wafting over a platform 12, wind made to generate by a train 15 running on a track 14, and the like, and efficiently generate electric power by small aerogenerators 32. A storage battery (power storage device) 40, that stores electric power generated by the wind turbine generators 30, is provided above the track surface 18, and electric power stored in the storage battery 40 is supplied to a charger 50 installed downstairs. Persons waiting for their trains at the station can set their cellular phones on the charger 50 to charge them. A registering device, in which delivered information such as store information and sightseeing information is registered, is built beforehand in the charger 50. While a cellular phone is being charged, the delivered information is downloaded. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:在平台上利用风力发电,并向售票处的蜂窝电话充电器供电。 解决方案:与广告牌20一致安装的风力涡轮发电机30在平台12上接收风电,通过在轨道14上运行的列车15产生的风等,并且通过小型气旋发生器32有效地产生电力 在轨道表面18的上方设置存储由风力涡轮发电机30产生的电力的蓄电池(蓄电装置)40,蓄电池40的蓄电装置供给安装在楼下的充电器50。 在车站等待列车的人员可以将手机放在充电器50上,以对其充电。 预先在充电器50内构建登记装置,其中登记了诸如商店信息和观光信息的传递信息。在蜂窝电话正在充电的同时,下载所传送的信息。 版权所有(C)2005,JPO&NCIPI