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    • 1. 发明专利
    • Folded-plate roof structure
    • 折叠式屋顶结构
    • JP2006336243A
    • 2006-12-14
    • JP2005159948
    • 2005-05-31
    • Kumagai Gumi Co LtdOhbayashi CorpTakenaka Komuten Co Ltd株式会社大林組株式会社熊谷組株式会社竹中工務店
    • TACHIKAWA JOJISATO MITSUHIROONISHI TAKASHINAGASE TADASHISAKAI MASATOHAYASHIDA HIDETOSHIOGAWA TAKATOSHIKUSHIBE ATSUMICHISAWABE SHIGEKATSUYOSHIMATSU KENJISATO KOICHITSUJIKU OSAMU
    • E04D3/36
    • PROBLEM TO BE SOLVED: To effectively prevent a connecting part from being damaged by a difference between the temperature of an upper folded plate and that of a lower folded plate, while enabling the fastening of a nut so that the upper and lower folded plates cannot be disconnected from each other.
      SOLUTION: In this folded-plate roof structure, the nut 16 is screwed to a bolt 15 which is inserted into both an upper fitting 1 fixed to the upper folded plate A and a lower fitting 2 fixed to the lower folded plate B, so that the upper and lower folded plates can be connected together with a vertical space in between; a bolt inserting hole of the upper or lower fitting is formed as a slot 17 long along a folded part D of the folded plate, so that the upper and lower fittings can be assembled in such a manner as to be relatively displaceable in a direction along the folded part of the folded plate; and in a state in which the upper and lower folded plates are connected together by screwing the bolt into the nut, a regulation part 18 capable of regulating the depth of the fastening of the nut to the bolt is provided so that a fastening force cannot act on the fitting wherein the bolt inserting hole is formed as the slot.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了有效地防止连接部件被上部折叠板的温度与下部折叠板的温度之间的差异所损坏,同时能够固定螺母,使得上部和下部折叠 板不能彼此断开。 解决方案:在该折叠板屋顶结构中,螺母16拧入螺栓15,螺栓15插入固定到上折叠板A的上配件1和固定到下折叠板B的下配件2 ,使得上下折叠板可以在其间具有垂直空间连接在一起; 上部或下部配件的螺栓插入孔沿着折叠板的折叠部分D形成为长度为17的槽17,使得上部和下部配件可以以沿相对方向相对移位的方式组装 折叠板的折叠部分; 并且在通过将螺栓拧入螺母中将上折叠板和下折叠板连接在一起的状态下,设置能够调节螺母到螺栓的紧固深度的调节部18,使得紧固力不能起作用 在其中将螺栓插入孔形成为槽的配件上。 版权所有(C)2007,JPO&INPIT
    • 2. 发明专利
    • Neutron beam shield structure
    • 中子束屏蔽结构
    • JP2014102082A
    • 2014-06-05
    • JP2012252119
    • 2012-11-16
    • Kumagai Gumi Co Ltd株式会社熊谷組
    • YOSHIMATSU KENJIMAEKAWA TOSHIO
    • G21F3/00
    • PROBLEM TO BE SOLVED: To provide a neutron beam shield structure that is appropriately used in a wall between a room in which an accelerator is installed and a room in which a beam dump device is installed, and can effectively inhibit a neutron beam generated by the beam dump device from leaking to the room having the accelerator.SOLUTION: A wall formed of a neutron beam shield structure 10 including a concrete part 11 located on a beam dump device 2 side and a boron-containing sheet 12 located on an accelerator device 1 side is disposed between a room 5 in which the beam dump device 2 for making a charged particle radiated from the accelerator device 1 as a radiation source collide against a dump target 2a to attenuate the dump target 2a is installed and a room 6 in which the accelerator device 1 is installed.
    • 要解决的问题:提供一种中子束屏蔽结构,其适用于安装有加速器的房间和安装有放电装置的房间之间的壁中,并且可以有效地抑制由中心束产生的中子束 射流倾卸装置从泄漏到具有加速器的房间。解决方案:由中子束屏蔽结构10形成的壁,该中子束屏蔽结构10包括位于梁倾卸装置2侧的混凝土部分11和位于加速装置1上的含硼片12 侧面设置在室5之间,在该房间5中安装有用于使从作为辐射源的加速器装置1辐射的带电粒子的光束投射装置2与转储目标2a碰撞而使转储目标2a衰减的房间5以及房间6, 加速装置1被安装。
    • 3. 发明专利
    • Vibration control method for building, and building
    • 用于建筑和建筑的振动控制方法
    • JP2009209634A
    • 2009-09-17
    • JP2008055792
    • 2008-03-06
    • Kumagai Gumi Co Ltd株式会社熊谷組
    • MAEKAWA TOSHIOISHIBASHI HISAYOSHIYOSHIMATSU KENJI
    • E04H9/02E04H9/14F16F15/02
    • PROBLEM TO BE SOLVED: To inexpensively provide a building which can reduce costs required for a tuned mass damper (TMD) and which is equipped with the TMD.
      SOLUTION: In a vibration control method for the building, an object, which accomplishes an earmarked purpose by partially forming the building 1, is utilized as a weight for the TMD 4. In the building, the weight for the TMD 4 is formed of the object which accomplishes the earmarked purpose by partially forming the building 1. The object is an antenna tower 5 which has an antenna function set as the earmarked purpose, and the TMD 4 using the antenna tower 5 as the weight is provided on the upper section of the building body 2.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为了廉价地提供可以降低调谐质量阻尼器(TMD)所需的并且配备有TMD的成本的建筑物。 解决方案:在建筑物的振动控制方法中,通过部分形成建筑物1实现专用目的的物体被用作TMD 4的重量。在建筑物中,TMD 4的重量为 通过部分地形成建筑物1而实现指定目的的物体形成。该目的是具有设置为指定用途的天线功能的天线塔5,并且使用天线塔5作为重量的TMD 4设置在 (C)2009年,JPO&INPIT
    • 4. 发明专利
    • Tower-like structure
    • 塔式结构
    • JP2009209633A
    • 2009-09-17
    • JP2008055787
    • 2008-03-06
    • Kumagai Gumi Co Ltd株式会社熊谷組
    • MAEKAWA TOSHIOISHIBASHI HISAYOSHIYOSHIMATSU KENJI
    • E04H12/00E04B1/98
    • PROBLEM TO BE SOLVED: To provide a simple and economical tower-like structure which is equipped with a vibration control structure using a damper.
      SOLUTION: This tower-like structure 1 comprises a tower-like structure section (steel tower 2), a damper supporting section 3 which is protruded to the outside from a side surface of the tower-like structure section, and the damper 4. One end of the damper is attached to the damper supporting section, and the other end of the damper is attached to the tower-like structure. The tower-like structure comprises the tower-like structure section, the plurality of upper and lower damper supporting sections which are protruded to the outside from the side surface of the tower-like structure section at a vertical interval on the side surface of the tower-like structure section, and the damper. One end of the damper is attached to either of the damper supporting sections vertically adjoining each other, and the other end of the damper is attached to the other one of the damper supporting sections vertically adjoining each other.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种简单经济的塔式结构,其配备有使用阻尼器的振动控制结构。 解决方案:该塔状结构1包括塔状结构部(钢塔2),从塔状结构部的侧面突出到外侧的阻尼器支撑部3, 阻尼器的一端安装在阻尼器支撑部分上,阻尼器的另一端连接到塔状结构。 塔状结构包括塔状结构部分,多个上下阻尼器支撑部分在塔架侧结构部分的侧面上以垂直间隔从塔的侧表面突出到外侧 类结构部分和阻尼器。 阻尼器的一端连接到彼此垂直相邻的阻尼器支撑部分中的任一个,并且阻尼器的另一端附接到彼此垂直相邻的另一个阻尼器支撑部分。 版权所有(C)2009,JPO&INPIT
    • 5. 发明专利
    • Building and construction method of the same
    • 其建筑和施工方法
    • JP2011111831A
    • 2011-06-09
    • JP2009270466
    • 2009-11-27
    • Kumagai Gumi Co Ltd株式会社熊谷組
    • YOSHIMATSU KENJIISHIBASHI HISAYOSHIMAEKAWA TOSHIOMASUKO HIROSHI
    • E04B1/58
    • PROBLEM TO BE SOLVED: To arrange a gusset plate in a predetermined position without adjusting the position of the gusset plate to a column member and a lower beam by arranging the gusset plate in the predetermined position to the lower beam when a column member with the gusset plate fixed to the lower end is lowered from above the lower beam.
      SOLUTION: This building includes: a first column member and a second column member placed at intervals; the lower beam provided between these column members and having a plurality of rod-like members provided at an end and extending upward from the end; a third column member provided on the first column member and having the gusset plate fixed to the lower end, and a lower end plate fixed to the gusset plate and having a plurality of through-holes for receiving the rod-like members; a fourth column member provided on the second column member; an upper beam provided between the third column member and the fourth column member; and a diagonal member mounted to the upper beam and the gusset plate.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:为了将角撑板设置在预定位置,通过将角撑板放置在预定位置时将柱形板与柱梁和下梁的位置调整到下梁,当柱构件 固定在下端的角撑板从下梁的上方降下。

      解决方案:该建筑包括:间隔放置的第一柱构件和第二柱构件; 所述下梁设置在这些柱构件之间并且具有设置在端部并从端部向上延伸的多个杆状构件; 第三柱构件,设置在第一柱构件上并且具有固定到下端的角撑板,下端板固定到角撑板上,并具有多个用于容纳杆状构件的通孔; 设置在所述第二柱构件上的第四柱构件; 设置在所述第三柱构件和所述第四柱构件之间的上梁; 以及安装到上梁和角撑板的对角构件。 版权所有(C)2011,JPO&INPIT

    • 6. 发明专利
    • Manufacturing method for precast beam member
    • 预制梁构件的制造方法
    • JP2010007431A
    • 2010-01-14
    • JP2008171106
    • 2008-06-30
    • Kumagai Gumi Co Ltd株式会社熊谷組
    • YOSHIMATSU KENJIWATANABE HIDEHIKOSATO TAMAYOSHI
    • E04C3/20E04B1/16
    • PROBLEM TO BE SOLVED: To easily manufacture a precast beam member which is equipped with a rising portion undergoing the proper connection of a post-poured concrete portion.
      SOLUTION: In this manufacturing method for the precast beam member 2 which is equipped with a lower portion 5 of a beam and the rising portions 7 formed in such a shape as to rise from both side portions along the longitudinal direction of the lower portion of the beam and face each other, a plurality of shear reinforcing bars 4 and a plurality of main beam reinforcements 3 are installed inside an outer form 9; uneven surfaces 33 and 34 of an inner form 10 are installed astride the inside of the shear reinforcing bar 4 and a section above an upper end surface 64 of the shear reinforcing bar 4, by means of the inner form 10 which is equipped with the uneven surfaces 33 and 34 facing an inner wall surface 56 of the outer form 9; after that, concrete for forming the lower portion 5 of the beam is poured in the outer form 9; and subsequently, concrete for forming the rising portion 7 is poured between the inner wall surface 56 and the outer form 9 and the uneven surfaces 33 and 34 of the inner form 10, which face each other, so that uneven surfaces, which are obtained by turning the uneven surfaces 33 and 34 of the inner form 10 upside down, can be formed on the inner wall surface 42 of the rising portion 7.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了容易地制造装备有经过适当连接后浇注混凝土部分的上升部分的预制梁构件。 解决方案:在这种用于预制梁构件2的制造方法中,该预制梁构件2装备有梁的下部5,并且立起部7形成为沿着下部的纵向方向从两个侧部上升的形状 梁的一部分并且彼此面对,多个剪切加强杆4和多个主梁加强件3安装在外部形式9内部; 内部形式10的不平坦表面33和34跨越剪切钢筋4的内侧并且通过内部形式10安装在剪切钢筋4的上端表面64的上方,该内部形式10装备有不均匀的 面33和34面向外部形式9的内壁表面56; 之后,将形成梁的下部5的混凝土倒入外部形状9中; 随后,将内壁表面56和外部形式9以及内部形式10的彼此面对的不平坦表面33和34之间的混凝土注入到上部7中,从而使得凹凸表面由 可以将内部形式10的不平坦表面33和34上下颠倒,可以形成在上升部分7的内壁表面42上。(C)2010,JPO&INPIT
    • 7. 发明专利
    • Seismic isolation structure building
    • 地震隔离建筑
    • JP2009235700A
    • 2009-10-15
    • JP2008080963
    • 2008-03-26
    • Kumagai Gumi Co Ltd株式会社熊谷組
    • YOSHIMATSU KENJIISHIBASHI HISAYOSHIMAEKAWA TOSHIO
    • E04H9/02E04B1/36F16F15/02F16F15/04
    • PROBLEM TO BE SOLVED: To provide a seismic isolation structure building which can be seismic isolated before seismic waves reach the seismic isolation structure building. SOLUTION: This seismic isolation structure building 1, which has a seismic isolated structure section 2 provided under a building section 3, comprises an air thin film forming device 5 which forms the seismic isolated structure section 2, and an air supply source (compressor 6) which supplies air to the air thin film forming device 5. The air supply source is driven according to a quick earthquake report which is created on the basis of observational data 102 observed by seismographs 101 arranged in geographical areas and which is transmitted to the seismic isolated structure building before the observed seismic waves reach the seismic isolated structure building; the air is supplied to the air thin film forming device; and the air thin film is formed between the air thin film forming device and the ground, so that the building section 3 can be seismic isolated. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供在地震波到达隔震结构建筑物之前可以进行地震隔离的隔震结构建筑物。 解决方案:具有设置在建筑物部分3下方的隔震结构部分2的该隔震结构建筑物1包括形成地震隔离结构部分2的空气薄膜形成装置5和空气供应源 压缩机6),其向空气薄膜形成装置5供给空气。空气供给源根据基于由地理信息系统101观察到的观测数据102创建的快速地震报告来驱动,地震仪101被布置在地理区域中并被传送到 观测地震波前的地震隔离结构建筑物到达地震隔离结构建筑物; 向空气薄膜形成装置供给空气; 并且空气薄膜形成在空气薄膜形成装置和地面之间,使得建筑部分3可以被隔震。 版权所有(C)2010,JPO&INPIT
    • 9. 发明专利
    • Neutron beam shielding structure and its building method
    • 中子束屏蔽结构及其建筑方法
    • JP2007155497A
    • 2007-06-21
    • JP2005351032
    • 2005-12-05
    • Japan Atomic Energy AgencyKumagai Gumi Co Ltd株式会社熊谷組独立行政法人 日本原子力研究開発機構
    • SATO SATOSHINISHITANI TAKEOOCHIAI KENTAROKATO TAKEHIKOYOSHIMATSU KENJISATO KOICHISASAKI SHIZUOUMETSU TOMOTAKEMAEKAWA TOSHIONONAKA SUGURUSEKIYA SHIGEKI
    • G21F3/00G21F1/04
    • PROBLEM TO BE SOLVED: To provide an inexpensive neutron beam shielding structure having high neutron beam leak prevention effect from the inside of a room wherein a radiation source is installed to the outside of the room, and its building method.
      SOLUTION: This neutron beam shielding structure 1 has a constitution wherein outside concrete 6 including boron is provided on the outer surface 5 of inside concrete 4 partitioning the room 3 wherein the radiation source 2 is installed. In the neutron beam shielding structure 1, for example, the board surface of a concrete board is arranged corresponding to the inner surface position of the room, and the board surface of a concrete board including boron is arranged corresponding to the outer surface position of the room, and freshly mixed concrete is placed between the concrete board and the concrete board including boron and the freshly mixed concrete is solidified, and thereby the inside concrete is formed from concrete formed from solidification of the freshly mixed concrete and the concrete board, and the outside concrete is formed from the concrete board including boron.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供从室内安装有辐射源到房间外部的具有高中子束泄漏防止效果的廉价的中子束屏蔽结构及其建筑方法。 解决方案:该中子束屏蔽结构1具有这样的结构,其中包括硼的外部混凝土6设置在分隔安装有辐射源2的房间3的内部混凝土4的外表面5上。 在中子束屏蔽结构体1中,例如,混凝土基板的基板表面相对于房间的内表面位置布置,并且包括硼的混凝土板的板表面相对于 房间,新拌混凝土被放置在混凝土板和混凝土板之间,包括硼,新混合的混凝土被固化,从而内部混凝土由混凝土和混凝土板的凝固形成, 外部混凝土由包括硼的混凝土板形成。 版权所有(C)2007,JPO&INPIT