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1. 发明专利

JP2010222808A Building 有权
标题翻译：建造
公开(公告)号：JP2010222808A
公开(公告)日：2010-10-07
申请号：JP2009069567
申请日：2009-03-23
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 , MASUKO HIROSHI , ISHIBASHI HISAYOSHI , WATANABE HIDEHIKO , IWABUCHI KAZUNORI
IPC分类号： E04H9/02 , E04B1/20 , E04B1/38
摘要： PROBLEM TO BE SOLVED: To prevent a beam member disposed between a pair of spaced earthquake resisting walls, from being damaged compressed by the earthquake resisting walls in case of an earthquake.
SOLUTION: This building includes the pair of earthquake resisting walls spaced in a horizontal direction, and a beam that connects the earthquake resisting walls. The beam has the beam member made of concrete and disposed between the earthquake resisting walls. One end of the beam member is fixed to one earthquake resisting wall, while the other end is fixed to the other earthquake resisting wall. The one end of the beam member has a central portion connected to the one earthquake resisting wall, and an upper end portion and a lower end portion respectively spaced horizontally inward from the central portion and spaced from the one earthquake resisting wall. The other end of the beam member has a central portion connected to the other earthquake resisting wall, and an upper end portion and a lower end portion respectively spaced horizontally inward from the central portion and spaced from the other earthquake resisting wall.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了防止设置在一对间隔的抗震墙之间的梁构件在地震的情况下被抗震墙压缩。
解决方案：该建筑物包括沿水平方向隔开的一对抗震墙，以及连接抗震墙的梁。梁具有由混凝土制成的梁构件并且设置在抗震墙之间。梁构件的一端固定在一个抗震墙上，另一端固定在另一个抗震墙上。梁构件的一端具有连接到一个抗震壁的中心部分，以及分别与中心部分水平地向内间隔并与一个抗震墙间隔开的上端部分和下端部分。梁构件的另一端具有连接到另一个抗震壁的中心部分，以及分别与中心部分水平地向内间隔并与另一个抗震墙间隔开的上端部分和下端部分。版权所有（C）2011，JPO＆INPIT

2. 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

3. 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

4. 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

5. 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

6. 发明专利

JP2014020027A Pile foundation structure 有权
标题翻译：桩基础结构
公开(公告)号：JP2014020027A
公开(公告)日：2014-02-03
申请号：JP2012157101
申请日：2012-07-13
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MASUKO HIROSHI
IPC分类号： E02D27/12 , E02D27/00 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a pile foundation structure which: can reliably maintain a distance between neighboring piles; is hardly affected by deformation of the ground generated when an earthquake occurs; and can reduce a construction cost.SOLUTION: A pile foundation structure 1 which supports a support object above the same with pile head sections 3 of piles 2 has an inter-pile connection section 10 which connects the pile head sections 3 of the neighboring piles 2. The inter-pile connection section 10 is held in a manner that keeps a distance from or contact with a floor mold slab 130. Because the inter-pile connection section 10 of the pile foundation structure 1 can reliably maintain the distance between the piles 2 and the inter-pile connection section 10 is held in a manner that keeps the distance from or contact with the floor mold slab 130, the pile foundation structure 1 is hardly affected by deformation of the ground when an earthquake occurs and can reduce a construction cost.
摘要翻译：要解决的问题：提供一种可以可靠地保持相邻桩间距离的桩基础结构; 几乎不受地震发生时产生的地面变形的影响; 并且可以降低施工成本。解决方案：桩桩2的桩头部分3支撑着与其同一的支撑物体的桩基础结构1具有连接相邻桩2的桩头部分3的桩间连接部分10 桩间连接部10保持与地板模板130保持距离或接触的方式。由于桩基结构体1的桩间连接部10可以可靠地保持桩2之间的距离并且桩间连接部10保持与地板模板130的距离或接触的方式，桩基础结构1几乎不受地震发生时的地面变形的影响，并且可以降低施工成本。

7. 发明专利

JP2009215828A Half-precast concrete board 审中-公开
标题翻译：半预制混凝土板
公开(公告)号：JP2009215828A
公开(公告)日：2009-09-24
申请号：JP2008062712
申请日：2008-03-12
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MASUKO HIROSHI
IPC分类号： E04B5/38 , B28B23/00 , E04C5/06
摘要： PROBLEM TO BE SOLVED: To provide a half-precast concrete board with high strength which simplifies bar arrangement operation by using a spiral hoop, and is resistant to an external force from an upper or lateral side.
SOLUTION: This half-precast concrete board comprises: an upper chord reinforcement, and first and second lower chord reinforcements which are parallel to one another, and are positioned at apexes of triangles in a longitudinal view; the spiral hoop which is wound around the upper chord reinforcement, and the first and second lower chord reinforcements; a mesh reinforcement which is positioned between the upper chord reinforcement, and the first and second lower chord reinforcements, and is elongated in a plane parallel to the upper chord reinforcement, and the first and second lower chord reinforcements, and binds the spiral hoop to the upper chord reinforcement, and the first and second lower chord reinforcements; and the concrete board on which the upper chord reinforcement, a part of the spiral hoop and the mesh reinforcement are exposed, and in which the rest of the spiral reinforcement and the first and second lower chord reinforcements are embedded.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有高强度的半预制混凝土板，其通过使用螺旋箍而简化了杆布置操作，并且抵抗来自上侧或外侧的外力。解决方案：该半预制混凝土板包括：上弦加强件和彼此平行的第一和第二下弦加强件，并且在纵向视图中定位在三角形的顶点处; 缠绕在上弦加强件上的螺旋箍，以及第一和第二下弦加强件; 位于上弦加强件和第一和第二下弦加强件之间的网状加强件，并且在平行于上弦加强件的平面中延伸，以及第一和第二下弦加强件，并将螺旋箍绑定到上弦加强，第一和第二下弦加强; 以及混凝土板，上弦架加强件，螺旋箍的一部分和网状加强件被暴露，并且其中螺旋加强件的其余部分和第一和第二下弦加强件被嵌入其中。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2009197449A Building structure 审中-公开
标题翻译：建筑结构
公开(公告)号：JP2009197449A
公开(公告)日：2009-09-03
申请号：JP2008038847
申请日：2008-02-20
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MASUKO HIROSHI
IPC分类号： E04H1/04 , E04F17/08
摘要： PROBLEM TO BE SOLVED: To effectively utilize a shared space in a building in which piping is arranged in the shared space.
SOLUTION: A building structure is equipped with a dwelling space and the shared space horizontally adjoining the dwelling space, and at least one length of piping vertically penetrating the shared space is arranged in the shared space. The building structure comprises: a wall for separating the dwelling space and the shared space; columns which are positioned at both width-direction ends of the wall, respectively; and a beam which is positioned between the columns and composed of a first section positioned on the wall and a second section parallel to the first section, positioned at a spacing to the side of the shared space from the first section. The beam receives the piping between the first and second sections.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：有效利用在共享空间中布置管道的建筑物中的共享空间。解决方案：建筑结构配备有住宅空间和与居住空间水平相邻的共享空间，并且在共享空间中布置垂直穿过共享空间的至少一段长度的管道。建筑结构包括：用于分隔住宅空间和共享空间的墙壁; 分别位于壁的宽度方向两端的柱; 以及位于所述列之间并由位于所述壁上的第一部分和与所述第一部分平行的第二部分构成的梁，所述第二部分以与所述第一部分相同的所述共享空间侧的间隔定位。梁接收第一和第二部分之间的管道。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2013113030A Building including steel frame beam connecting two columns 审中-公开
标题翻译：包括钢框架连接两个柱的建筑物
公开(公告)号：JP2013113030A
公开(公告)日：2013-06-10
申请号：JP2011261384
申请日：2011-11-30
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MASUKO HIROSHI , ISHIBASHI HISAYOSHI , HAMADA MAKOTO , NAKASONE ATSUSHI , KAWAGUCHI TOSHIRO
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To enable a first reinforced column to be reinforced without increasing a section area thereof in a building which includes: the first reinforced concrete column; a second column installed with a distance in a horizontal direction from the first column; and a steel frame beam connecting the first column and the second column.SOLUTION: A building includes: a first reinforced concrete column 1; a second column installed with a distance in a horizontal direction from the first column; and a steel frame beam connecting the first column and the second column. The first column has: a concrete main body; at least one piece of upper main reinforcement arranged inside the main body; at least one piece of lower main reinforcement arranged below the upper main reinforcement with a distance therefrom inside the main body. One edge portion of the beam is: positioned inside the main body of the first column between the upper main reinforcement and the lower main reinforcement; and connected to the upper main reinforcement as well as the lower main reinforcement.
摘要翻译：要解决的问题：为了使第一增强柱能够增强，而不增加建筑物中的截面面积，其包括：第一钢筋混凝土柱; 第二列，其从第一列沿水平方向安装一段距离; 以及连接第一列和第二列的钢框架梁。解决方案：建筑物包括：第一钢筋混凝土柱1; 第二列，其从第一列沿水平方向安装一段距离; 以及连接第一列和第二列的钢框架梁。第一栏有：一个混凝土主体; 至少一块上部主加强筋布置在主体内部; 至少一个下部主加强件布置在主主体的上方，与主体内部距离一定距离。梁的一个边缘部分：定位在上主主加强件和下主加固件之间的第一柱的主体内; 并连接到上部主加强件以及下部主加强件。版权所有（C）2013，JPO＆INPIT

10. 发明专利

JP2010163787A Building having vibrational energy absorbing material 审中-公开
标题翻译：具有振动能量吸收材料的建筑物
公开(公告)号：JP2010163787A
公开(公告)日：2010-07-29
申请号：JP2009006392
申请日：2009-01-15
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： YOSHIMATSU KENJI , ISHIBASHI HISAYOSHI , MASUKO HIROSHI
IPC分类号： E04H9/02 , F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To efficiently construct a building, without the need for labor for manufacturing a vibrational energy absorbing device or labor for fixing the vibrational energy absorbing device to the upper end of a wall-like member and an upper beam, by absorbing vibrational energy without using the vibrational energy absorbing device. SOLUTION: This building includes: a pair of columns which are provided at a horizontal interval; the upper beam and a lower beam, which are provided between the columns at a vertical interval; the wall-like member which is arranged between the upper and lower beams, the upper end of which is fixed to the upper beam, and the lower end of which is shifted with respect to the lower beam when the upper beam receives a horizontal force during an earthquake or in a strong wind; and the vibrational energy absorbing material which is interposed between the lower end of the wall-like member and the lower beam, and which absorbs vibrational energy generated during the earthquake or in the strong wind. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了有效地构建建筑物，而不需要制造振动能量吸收装置或将振动能量吸收装置固定到壁状构件和上梁的上端的劳动，通过吸收振动能量而不使用振动能量吸收装置。
解决方案：该建筑物包括：以水平间隔提供的一对列; 上梁和下梁，其以垂直间隔设置在柱之间; 布置在上梁和下梁之间的壁状构件，其上端固定到上梁，并且当上梁在下梁处受到水平力时，其下端相对于下梁移动地震或强风; 以及插入在壁状构件的下端和下梁之间并且吸收在地震或强风期间产生的振动能量的振动能量吸收材料。版权所有（C）2010，JPO＆INPIT

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