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1. 发明专利

JP2012036602A Structure of attaching part for attaching diagonal material to building column 有权
标题翻译：将对接材料连接到建筑柱的结构部分
公开(公告)号：JP2012036602A
公开(公告)日：2012-02-23
申请号：JP2010175935
申请日：2010-08-05
申请人： Kumagai Gumi Co Ltd , Akira Wada , 章和田 , 株式会社熊谷組
发明人： WADA AKIRA , YOSHIMATSU KENJI , ISHIBASHI HISAYOSHI , MAEKAWA TOSHIO , MASUKO HIROSHI , IWABUCHI KAZUNORI
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To miniaturize means for coupling the edge part of a member used for attaching a diagonal material to a building column to the column and to economically attach the diagonal material to the column.SOLUTION: The structure of an attaching part for attaching a diagonal material to the column of a building includes: a first member having a horizontal lower end part and a second member having a horizontal upper end part separated from the lower end part of the first member to the lower part, which are fixed to the column at a gap in the vertical direction; and a third member disposed between the lower end part of the first member and the upper end part of the second member, and having an upper end part attached to the lower end part of the first member, a lower end part attached to the upper end part of the second member, and two edge parts at an interval in the horizontal direction between the upper end part and the lower end part, one of which is coupled to the column and the other of which is coupled with the diagonal material.
摘要翻译：要解决的问题：为了将用于将对角材料附着到构件柱上的构件的边缘部分连接到柱上并且将对角材料经济地附接到柱体上的装置的小型化。解决方案：用于将对角材料附接到建筑物的列的附接部件的结构包括：具有水平下端部的第一构件和具有与下部端部的下端部分离的水平上端部的第二构件第一构件到下部，其在垂直方向上以间隙固定到柱; 以及第三构件，其设置在所述第一构件的下端部与所述第二构件的上端部之间，并且具有安装在所述第一构件的下端部的上端部，安装在所述第一构件的上端部的下端部第二构件的一部分，以及在上端部和下端部之间的水平方向上的间隔的两个边缘部分，其中一个边缘部分联接到列，而另一个边缘部分与对角材料结合。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2011140751A Building 有权
标题翻译：建造
公开(公告)号：JP2011140751A
公开(公告)日：2011-07-21
申请号：JP2010000483
申请日：2010-01-05
申请人： Kumagai Gumi Co Ltd , Akira Wada , 章和田 , 株式会社熊谷組
发明人： WADA AKIRA , ISHIBASHI HISAYOSHI , YOSHIMATSU KENJI , MAEKAWA TOSHIO , MASUKO HIROSHI , IWABUCHI KAZUNORI
IPC分类号： E04B1/24 , E04B1/18 , E04C3/18
摘要： PROBLEM TO BE SOLVED: To effectively increase the earthquake resistance of a building with diagonal braces, which sufficiently withstands a horizontal force acting on beams in an earthquake, and economically construct the building. SOLUTION: This building includes first and second columns positioned at an interval, the beams between the first column and the second column, a third column at a distance from the second column outward, a first gusset plate which is disposed between the second column and the third column, attached to the second column, and positioned at the same height as the beams, a second gusset plate which is disposed between the second column and the third column, attached to the third column, and positioned at the different height from the first gusset plate, and the diagonal braces which are disposed between the second column and the third column, attached to the second column with the first gusset plate interposed therebetween, and attached to the third column with the second gusset plate interposed therebetween. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：有效提高具有对角撑杆的建筑物的抗震性，该建筑物足以承受作用在地震梁上的水平力，并经济地建造建筑物。解决方案：该建筑物包括以一定间隔定位的第一和第二列，第一列和第二列之间的梁，距离第二列一定距离的第三列，第一角撑板，其设置在第二列柱和第三列，附接到第二列，并且定位在与梁相同的高度处;第二角撑板，其布置在第二柱和第三柱之间，附接到第三柱，并且定位在不同的高度从第一角板板和布置在第二柱和第三柱之间的对角撑杆连接到第二柱上，第一个角撑板插入其间，并且在其间插入第二角撑板而附接到第三柱。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2012202100A Building including diagonal member 有权
标题翻译：建筑物包括对角会员
公开(公告)号：JP2012202100A
公开(公告)日：2012-10-22
申请号：JP2011067205
申请日：2011-03-25
申请人： Akira Wada , Kumagai Gumi Co Ltd , 章和田 , 株式会社熊谷組
发明人： WADA AKIRA , YOSHIMATSU KENJI , ISHIBASHI HISAYOSHI , HAMADA MAKOTO , MAEKAWA TOSHIO , MASUKO HIROSHI , IWABUCHI KAZUNORI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To sufficiently absorb vibration energy acting on a column during an earthquake by enabling a diagonal member to receive relatively large axial force while the column receives horizontal force during an earthquake and effectively deforming the diagonal member which has received the axial force.SOLUTION: A building comprises: a first column and a second column at an interval in a horizontal direction; an overhang member fixed to the first column at one end and extended inwards in the horizontal direction from the first column; and the diagonal member whose one end is fixed to the other end of the overhang member and other end is attached to the second column. The diagonal member is deformed by receiving the axial force from the other end of the overhang member and the second column while the first column and the second column respectively receive the horizontal force and are deformed during an earthquake, and thus the vibration energy acting on the first column and the second column respectively during an earthquake is absorbed.
摘要翻译：要解决的问题：为了在地震期间充分吸收作用在柱上的振动能量，使得对角构件能够接收相对较大的轴向力，同时柱在地震期间接收水平力并有效地使已经接收到的对角构件变形轴向力。解决方案：建筑物包括：沿水平方向间隔的第一列和第二列; 在一端固定到第一柱并从第一柱沿水平方向向内延伸的突出构件; 并且其一端固定到突出构件的另一端的另一端的对角构件附接到第二柱。斜撑构件通过从悬伸构件和第二柱的另一端接收轴向力而变形，同时第一柱和第二柱分别接收水平力并且在地震期间变形，并且因此作用在第二柱上的振动能量分别在地震期间的第一列和第二列被吸收。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2011163039A building 审中-公开
标题翻译：建造
公开(公告)号：JP2011163039A
公开(公告)日：2011-08-25
申请号：JP2010028577
申请日：2010-02-12
申请人： Kumagai Gumi Co Ltd , Akira Wada , 章和田 , 株式会社熊谷組
发明人： WADA AKIRA , ISHIBASHI HISAYOSHI , YOSHIMATSU KENJI , MAEKAWA TOSHIO , MASUKO HIROSHI , IWABUCHI KAZUNORI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To economically construct a building by enabling a diagonal member to be fitted to a column without using a large joining means. SOLUTION: The building includes a first column, a second column, a first member, a second member and the diagonal member. The first column and the second column are arranged at an interval in a horizontal direction. The first member is fixed to the first column and projects horizontally inward from the first column, of which the height dimension is reduced gradually. The first member has an upper edge inclining to a horizontal plane. The second member is fixed to the second column, projects horizontally inward from the second column, and has a lower edge arranged parallel to the upper edge of the first member at an interval from the upper edge in the direction perpendicular to the upper edge. The diagonal member is arranged between the upper edge of the first member and the lower edge of the second member to be perpendicular to each of the upper edge and the lower edge, and fixed to the upper edge and the lower edge. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了经济地构建建筑物，通过使对角构件能够安装到柱上而不使用大的接合装置。解决方案：建筑物包括第一列，第二列，第一构件，第二构件和对角构件。第一列和第二列以水平方向的间隔排列。第一构件固定在第一列上，从第一列水平向内突出，其高度尺寸逐渐减小。第一构件具有倾斜到水平面的上边缘。第二构件固定到第二列，从第二列水平向内突出，并且在与上边缘垂直的方向上与上边缘成一定间隔地具有平行于第一构件的上边缘布置的下边缘。对角构件布置在第一构件的上边缘和第二构件的下边缘之间以垂直于每个上边缘和下边缘，并且固定到上边缘和下边缘。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2011058934A Neutron absorption sheet 有权
标题翻译：中性吸收片
公开(公告)号：JP2011058934A
公开(公告)日：2011-03-24
申请号：JP2009208383
申请日：2009-09-09
申请人： Japan Atomic Energy Agency , Kumagai 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
发明人： SATO SATOSHI , KONNO RIKI , OCHIAI KENTARO , TAKAKURA KOSUKE , YOSHIMATSU KENJI , SATO KOICHI , MAEKAWA TOSHIO , NONAKA SUGURU
IPC分类号： G21F3/00 , G21F1/10
摘要： PROBLEM TO BE SOLVED: To obtain a neutron absorption sheet which can be manufactured easily and has excellent quality, and to take simple countermeasures against neutrons by using the sheet.
SOLUTION: In the neutron absorption sheet formed by mixing resin with boron, the weight ratio of the resin to the boron is in a range of 1:0.25 to 1:1.75, and the thickness dimension is in a range of 1 to 10 mm. Furthermore, the mixture of the B
4 C of a first particle diameter group and the B
4 C of a second particle diameter group which are different from each other in particle diameter dimension ranges is used as the boron.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：获得容易制造并具有优良品质的中子吸收片材，并且通过使用该片材对中子采取简单的对策。解决方案：在通过将树脂与硼混合而形成的中子吸收片中，树脂与硼的重量比在1:0.25至1：1.75的范围内，并且厚度尺寸在1至 10毫米。此外，第一粒径基团的B 4 C和第二粒径基团的B 4 C的颗粒直径尺寸彼此不同的混合物使用范围作为硼。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2009235675A Base-isolated structure building 审中-公开
标题翻译：基础隔离结构建筑
公开(公告)号：JP2009235675A
公开(公告)日：2009-10-15
申请号：JP2008079529
申请日：2008-03-26
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： ISHIBASHI HISAYOSHI , YOSHIMATSU KENJI , MAEKAWA TOSHIO
IPC分类号： E04H9/02 , E04B1/36 , F16F15/02 , F16F15/027 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base-isolated structure building base-isolated before seismic wave reaches the base-isolated structure building by an earthquake advance announcement if an earthquake occurs.
SOLUTION: Normally, a fluid damper device (oil damper device 4) is set in a locked state. Therefore, the fluid damper device is set to such a characteristic that a damping force is also increased in proportion to the response speed of an base-isolated layer after the damping force larger than in an unlocked state is generated near 0 of the response speed of the base-isolated layer. The fluid damper device is set in the unlocked state by the earthquake advance announcement which is prepared according to observation data 102 observed by seismometers 101 disposed at various sites and which is transmitted to the base-isolated structure building before the seismic wave observed reaches the base-isolated structure building. Consequently, the fluid damper device is set to such a characteristic that the damping force is also increased according to a rise in the response speed of the base-isolated layer 90.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：如果发生地震，提供地震前通过地震提前公告到达基础隔离结构建筑物的基础隔离结构建筑物基础隔离。解决方案：通常，流体阻尼装置（油阻尼装置4）被设定在锁定状态。因此，流体阻尼器装置被设定为这样的特性，即在阻尼力大于解锁状态的阻尼力之后，阻尼力也与基极隔离层的响应速度成比例地增加，在响应速度接近0时产生阻尼力基底隔离层。流体阻尼装置通过地震提前公告设定在解锁状态，该地震提前公告是根据设置在各个地点的地震仪101观察到的观测数据102准备的，并且在观测到的地震波到达基地之前被传送到基础隔离结构建筑物隔音结构建筑。因此，流体阻尼装置被设定为使得阻尼力也随着基底隔离层90的响应速度的上升而增加的特性。（C）2010，JPO＆INPIT

7. 发明专利

JP2009209636A Composite building 审中-公开
标题翻译：复合建筑
公开(公告)号：JP2009209636A
公开(公告)日：2009-09-17
申请号：JP2008055820
申请日：2008-03-06
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： ISHIBASHI HISAYOSHI , MAEKAWA TOSHIO , YOSHIMATSU KENJI
IPC分类号： E04B1/34 , E04B2/56 , E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a composite building which can control deformation of a tower structure at the time of an earthquake or the like.
SOLUTION: The composite building 1 is provided with a building, a plurality of core walls 3, and a tower structure 5. The plurality of core walls 3 are provided inside the building so that each of them is separated from each other, and the tower structure 5 is provided at the top of the core wall 3. The tower structure 5 is provided with a plurality of legs 4, each of which is provided at the top 6 of different core wall 3. Each of the legs 4 adjacent to each other is attached to one end 11 of the top 6 of one core wall 3 and to the other end 12 of the top 6 of the other core wall 3 at the top 6 of a pair of core walls 3 adjacent to each other, and the distance between the one end 11 and the other end 12 becomes the shortest.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种可以在地震等时控制塔架结构的变形的复合建筑物。解决方案：复合建筑物1设置有建筑物，多个芯壁3和塔架结构5.多个芯壁3设置在建筑物内部，使得它们彼此分离，并且塔结构5设置在芯壁3的顶部。塔结构5设置有多个腿4，每个腿4设置在不同芯壁3的顶部6处。每个腿4相邻彼此相邻的一对芯壁3的顶部6附接到一个芯壁3的顶部6的一个端部11和另一个芯壁3的顶部6的另一端12，并且一端11与另一端12之间的距离变得最短。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2009209635A Tower-like structure 审中-公开
标题翻译：塔式结构
公开(公告)号：JP2009209635A
公开(公告)日：2009-09-17
申请号：JP2008055809
申请日：2008-03-06
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MAEKAWA TOSHIO , ISHIBASHI HISAYOSHI , YOSHIMATSU KENJI
IPC分类号： E04H12/00 , E04H9/14 , E04H12/28 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a tower-like structure which exerts the great shaking-reducing effect of enabling the effective reduction of shaking caused by a horizontal external force.
SOLUTION: This tower-like structure comprises a tubular structure (core wall 2) which is extended upward from a foundation 5, a tower structure (steel tower 3) which is extended upward from the foundation 5 so as to surround the periphery of the tubular structure, and a damper 4 which connects the tubular structure and the tower structure together. The damper 4 is installed in such a manner as to be vertically inclined with respect to a horizontal plane 11. The damper 4 is equipped with a rod-like body 14 which is formed like a rod from an operating member and a tubular casing, making a relative linear motion. A one end-side attachment portion 17 of one end of the rod-like body 14 and the tubular structure, and the other end-side attachment portion 19 of the other end of the rod-like body 14 and the tower structure are provided in vertically-displaced positions. Thus, the operating member and the tubular casing are attached in such a manner that a direction, in which the operating member and the tubular casing make the relative linear motion, is set as a direction vertically inclined with respect to the horizontal plane 11.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供能够有效减少由水平外力引起的振动的大的减震效果的塔状结构。解决方案：这种塔状结构包括从基座5向上延伸的管状结构（芯壁2），从基座5向上延伸以围绕周边的塔架结构（钢塔3）的管状结构，以及将管状结构和塔架结构连接在一起的阻尼器4。阻尼器4以相对于水平面11垂直倾斜的方式安装。阻尼器4装备有从操作构件和管状壳体形成为类似杆的杆状体14，相对线性运动。杆状体14的一端的一端侧安装部17和管状结构，杆状体14的另一端的另一端侧安装部19以及塔架构成垂直位移位置。因此，操作构件和管状壳体以使操作构件和管状壳体进行相对线性运动的方向被设置为相对于水平面11垂直倾斜的方向的方式附接。 P>版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2009084809A Building structure 有权
标题翻译：建筑结构
公开(公告)号：JP2009084809A
公开(公告)日：2009-04-23
申请号：JP2007253132
申请日：2007-09-28
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MAEKAWA TOSHIO
IPC分类号： E04H9/02 , E04B1/20 , E04B1/22 , F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To prevent damage to joint sections among all beams and columns in a building during earthquakes. SOLUTION: This building structure comprises: the plurality of columns which are arranged at intervals; a first beam which is arranged between the two columns adjacent to each other and joined to the columns by means of prestressing steel undergoing the introduction of a first tensile force; and an at least one second beam which is arranged in each of sections above and below the first beam and joined to the column by means of the prestressing steel undergoing the introduction of a second tensile force greater than the first tensile force. A damper, the one end of which is attached to the second beam and the other end of which is attached to the first beam, is arranged between the first beam and the second beam below the first beam. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：防止地震期间建筑物的所有梁和柱之间的接头部分受到损坏。解决方案：该建筑结构包括：间隔布置的多个列; 第一梁，其布置在彼此相邻的两个柱之间，并且通过经受引入第一张力的预应力钢连接到柱; 以及至少一个第二梁，其布置在第一梁的上方和下方的每个部分中，并且借助于经受大于第一张力的第二张力引入的预应力钢连接到该柱。阻尼器，其一端连接到第二梁并且另一端附接到第一梁，设置在第一梁和第二梁之下的第一梁的下方。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2007242468A Cooling structure of beam dump device, and building for beam dump device installation 有权
标题翻译：光束装置的冷却结构和光束装置安装的建筑物
公开(公告)号：JP2007242468A
公开(公告)日：2007-09-20
申请号：JP2006064449
申请日：2006-03-09
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： KATO TAKEHIKO , YOSHIMATSU KENJI , WATANABE HIDEHIKO , UMETSU TOMOTAKE , MAEKAWA TOSHIO , KUBO TAKASHI
IPC分类号： H05H7/00 , G21K5/08
摘要： PROBLEM TO BE SOLVED: To provide a cooling structure of a beam dump device capable of efficiently cool a dumping target with a simple constitution. SOLUTION: Main beam rods 11a, 11a of a floor 11 and a wall 12 of a building 10 at which beam dump devices 30 are installed and the main beam rods 12a are respectively joined to each other by joining steel wires 11b, 12b, furthermore cooling fins 13 are embedded into concrete of the floor 11, and the other end sides of coupling reinforcing bars 11j, 13j of which one end protrudes in the building 10 from the floor 11 are mounted on the main reinforcing bar 11a and the cooling fins 13 by welding or the like. These reinforcing bars 11j, 13j, and a cooling member 32 obtained by laminating pure iron plates 32P to support a dumping target 31 are coupled with flexible members 31 so that heat generated at the dumping target 31 by collision of charged particles has been dissipated. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供能够以简单的结构有效地冷却倾倒目标的射束倾倒装置的冷却结构。解决方案：通过连接钢丝11b，12b，分别将地板11的主梁杆11a，11a和安装有倾倒装置30的建筑物10的壁12和主梁杆12a彼此接合另外，散热片13嵌入到地板11的混凝土中，其一端从建筑物11从建筑物10突出的连接钢筋11j，13j的另一端安装在主钢筋11a上，翅片13通过焊接等。这些钢筋11j，13j以及通过层叠纯铁板32P以支撑倾倒靶31而获得的冷却构件32与柔性构件31联接，使得通过带电粒子的碰撞在倾倒靶31产生的热已经消散。版权所有（C）2007，JPO＆INPIT

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