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1. 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

2. 发明专利

JP2013079534A Vibration control device of building 有权
标题翻译：振动控制装置
公开(公告)号：JP2013079534A
公开(公告)日：2013-05-02
申请号：JP2011220379
申请日：2011-10-04
申请人： Building Research Institute , 独立行政法人建築研究所 , Kumagai Gumi Co Ltd , 株式会社熊谷組 , Sato Kogyo Co Ltd , 佐藤工業株式会社 , Toda Constr Co Ltd , 戸田建設株式会社 , Nishimatsu Constr Co Ltd , 西松建設株式会社 , Hazama Corp , 株式会社間組 , Fujita Corp , 株式会社フジタ , Maeda Corp , 前田建設工業株式会社
发明人： SAITO HIROKI , HAMADA MAKOTO , DEMIZU TOSHIHIKO , KIKUTA SHIGEMI , KANAGAWA MOTOI , MAKITA TOSHIRO , SASAKI HITOSHI , TATSUGAMI HIROAKI
IPC分类号： E04H9/02 , F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide a vibration control device of a building, which enhances a vibration control effect by increasing attenuation in comparison with a conventional vibration control device.SOLUTION: A vibration control device of a building includes a wire 6, and an attenuator 7 and two sets of pulley groups 11 and 12 which are provided in the building 4; the attenuator 7 for generating a damping force corresponding to the amount of relative displacement of the wire 6 and the building 4 is interposed midway through the wire 6; both end sides of the wire 6 are provided in a tensioned state via the pulley groups 11 and 12, respectively; both ends are fixed on the right and left sides of the building 4; and the end sides of the wire 6 are provided in the tensioned state by reciprocating in such a manner as to meander among a plurality pulleys 16-18 configuring the pulley groups 11 and 12, from the respective fixed ends, and elongated toward the attenuator 7.
摘要翻译：要解决的问题：提供一种建筑物的振动控制装置，其与传统的振动控制装置相比增加衰减，从而增强了振动控制效果。解决方案：建筑物的振动控制装置包括设置在建筑物4中的线6和衰减器7以及两组滑轮组11和12; 用于产生与线6和建筑物4的相对位移量相对应的阻尼力的衰减器7插入穿过线6的中途; 线6的两端分别经由滑轮组11和12设置在张紧状态; 两端固定在建筑物4的右侧和左侧; 并且电线6的端侧通过往复运动而被设置成张紧状态，以便从构成皮带轮组11和12的多个皮带轮16-18之间从相应的固定端弯曲并朝向衰减器7拉长。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2011208428A Shear reinforcing structure of concrete structure 审中-公开
标题翻译：混凝土结构的剪切加固结构
公开(公告)号：JP2011208428A
公开(公告)日：2011-10-20
申请号：JP2010077220
申请日：2010-03-30
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： HAMADA MAKOTO
IPC分类号： E03F3/04
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcing structure of a concrete structure that can fully exhibit the shearing yield strength of a reinforcing member by improving the sticking force of a filler to the reinforcing member.SOLUTION: The shear reinforcing structure 1 of the concrete structure 3 includes: straight grooves 5 of predetermined depth formed in an internal wall surface 1a of the concrete structure 3; the plate-like reinforcing member 6 inserted in the depth direction into the grooves 5; and the filler 7 filled in the grooves 5. The reinforcing member 6 is formed with engaging parts comprising through-holes 6m or rugged parts.
摘要翻译：要解决的问题：提供混凝土结构的剪切增强结构，其可以通过改善填料对加强构件的粘附力来充分显示加强构件的剪切屈服强度。解决方案：混凝土的剪切增强结构1 结构3包括：形成在混凝土结构3的内壁表面1a中的预定深度的直槽5; 板状加强构件6沿深度方向插入槽5中; 并且填充物7填充在槽5中。加强构件6形成有包括通孔6m或凹凸部的接合部。

4. 发明专利

JP2008138412A Building 审中-公开
标题翻译：建造
公开(公告)号：JP2008138412A
公开(公告)日：2008-06-19
申请号：JP2006324449
申请日：2006-11-30
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： ISHIBASHI HISAYOSHI , SAWADA KENJI , HAMADA MAKOTO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To solve the problem of the conventional building, wherein the connecting work using welding is complicated because the end parts of an aseismic reinforcement respectively connected to an upstairs skeleton and a downstairs skeleton vertically adjacent to each other are connected to each other by welding.
SOLUTION: A side part 7 of the aseismic reinforcement 3 is connected to a side structure of the skeleton 6 of an existing building 2 by a skeleton connecting means 10, and one end part 9 of a vertical part 8 of one aseismic reinforcement 3 and one end part 9 of a vertical part 8 of the other aseismic reinforcement 3 are connected to each other by a reinforcement upper and lower connecting means 11. The reinforcement upper and lower connecting means 11 is formed of a vertical pipe material 41 extending between one end part 9 of the vertical part 8 of the one aseismic reinforcement 3 and one end part 9 of the vertical part 8 of the other aseismic reinforcement 3 to be located to cover the periphery of these one end parts 9;9, and the skeleton connecting means 10 is formed of an anchor connecting the side part 7 of the aseismic reinforcement 3 and one side surface of the skeleton 6 of the existing building 2.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题为了解决传统建筑物的问题，其中使用焊接的连接作业是复杂的，因为分别连接到楼上骨架和楼下骨架彼此垂直相邻的抗震加固件的端部被连接通过焊接。解决方案：抗震加固件3的侧部7通过骨架连接装置10和一个抗震加固件的垂直部分8的一个端部9连接到现有建筑物2的骨架6的侧面结构 3和另一个抗震加固件3的垂直部分8的一个端部9通过加强件上下连接装置11彼此连接。加强件上下连接装置11由垂直管材41形成，一个抗震加固件3的垂直部分8的一个端部9和另一个抗震加固件3的垂直部分8的一个端部9被定位成覆盖这些一个端部9; 9的周边，并且骨架连接装置10由连接抗震加固件3的侧部7和现有建筑物2的骨架6的一个侧面的锚固件形成。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2008057175A Building seismically reinforcing method, building, and seismically reinforcing material 有权
标题翻译：建筑地震加固方法，建筑物和地震加固材料
公开(公告)号：JP2008057175A
公开(公告)日：2008-03-13
申请号：JP2006233975
申请日：2006-08-30
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： SAWADA KENJI , ISHIBASHI HISAYOSHI , HAMADA MAKOTO
IPC分类号： E04G23/02 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a building seismically reinforcing method for improving earthquake resisting effect without damaging the appearance of a building or without hindering a view via an opening section or passage of persons through the opening section, and to provide the building, and a seismically reinforcing material.
SOLUTION: According to the building seismically reinforcing method, the seismically reinforcing material 2 is fixed to columns 5 or to a wall and a beam 7 around the opening section 4 facing the outside of a multiple dwelling building 3 so as to be astride the columns 5 or the wall and the beam 7. The building 1 is constructed by fixing the seismically reinforcing material 2 to the columns 5 or the wall and the beam 7 around the opening section 4 facing the outside of the multiple dwelling building 3, so as to be astride the columns 5 or the wall and the beam 7. The seismically reinforcing material 2 is formed like the tee.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于提高抗震效果的建筑物地震增强方法，而不损坏建筑物的外观，或者通过开口部分或通过开口部分的人通过观察，并提供建筑物，以及地震增强材料。解决方案：根据建筑物地震增强方法，将地震增强材料2固定在立柱5上，或固定在围绕多段住宅3外侧的开口部分4上的壁和梁7上，以跨越立柱5或墙壁和梁7.建筑物1通过将地震增强材料2固定在立柱5或壁和梁7上，围绕开口部分4面向多层住宅3的外部，因此跨越柱5或壁和梁7.地震增强材料2形成为像三通。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2006118339A Slab for forming floor slab 审中-公开
标题翻译：用于形成地板的SLAB
公开(公告)号：JP2006118339A
公开(公告)日：2006-05-11
申请号：JP2005094845
申请日：2005-03-29
申请人： Fatec:Kk , Fujimori Sangyo Kk , Kumagai Gumi Co Ltd , フジモリ産業株式会社 , 株式会社ファテック , 株式会社熊谷組
发明人： KATO TAKEHIKO , YOSHIMATSU KENJI , OWAKI MASANAO , ISHIBASHI HISAYOSHI , HAMADA MAKOTO , SAKAO KEIJI
IPC分类号： E04B5/38 , E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a slab used for constructing a floor slab, reducing labor required for its installation. SOLUTION: The slab 12 for forming the floor slab comprises a PC plate 16 forming a part of the floor slab 10, and a plurality of blocks 18 substantially forming voids in the floor slab. The PC plate comprises a plate-like body 20 presenting rectangular shape as a whole, a single or a plurality of projection parts 22 projecting upward from the body and extending at the center between a pair of edge parts, parallel with the edge parts, and a plurality of reinforcements 24 embedded along the respective edge parts of the body and extending upward. The blocks 18 are arranged between the projection parts 22 and reinforcements 24 of the PC plate or further between the projection parts, along the projection parts at spaces from one another. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供用于构造楼板的板坯，减少其安装所需的人力。解决方案：用于形成地板的板坯12包括形成楼板10的一部分的PC板16和在楼板中基本形成空隙的多个块18。 PC板包括整体呈矩形形状的板状主体20，从主体向上突出并在与边缘部分平行的一对边缘部分之间的中心延伸的单个或多个突起部22，以及沿着主体的各个边缘部分嵌入并向上延伸的多个增强件24。块18布置在PC板的突出部分22和加强件24之间，或者在突出部分之间，沿着彼此间隔开的突出部分布置。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2017082455A 履歴型ダンパー及び建物の制振構造审中-公开
公开(公告)号：JP2017082455A
公开(公告)日：2017-05-18
申请号：JP2015210415
申请日：2015-10-27
申请人：株式会社熊谷組 , Kumagai Gumi Co Ltd
发明人： HAMADA MAKOTO
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02 , F16F15/023
摘要：【課題】全体に多角形状を呈し、複数の各部を有する履歴型ダンパーであって角部に求められる剛性の算定が容易である履歴型ダンパーを提供し、また、前記履歴型ダンパーを含む建物の制振構造を提供する。【解決手段】履歴型ダンパー14は、4以上の辺及び頂点を有する多角形の横断面形状を有する鋼製の扁平な筒体26を備える。筒体は、多角形の各辺に位置する扁平な面部26a、26b、26c及び多角形の各頂点に位置する折り曲げられた角部26d、26eを有する。履歴型ダンパーの設置時、筒体26は、建物10の架構面22を規定する矩形の2つの対角線の一方に沿って配置される2つの斜材28の間に配置され、かつ、筒体の2つの面部26aにおいて2つの斜材の端部28aに固定される。筒体26の横断面形状は、好ましくは、凸六角形又は凹六角形である。【選択図】図2

8. 发明专利

JP2013204348A Building 有权
标题翻译：建造
公开(公告)号：JP2013204348A
公开(公告)日：2013-10-07
申请号：JP2012076022
申请日：2012-03-29
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MAEKAWA TOSHIO , HAMADA MAKOTO , NAKASONE ATSUSHI , KONDO YUSUKE
IPC分类号： E04H9/14 , E04H1/12
摘要： PROBLEM TO BE SOLVED: To provide a building with a measure to prevent uplift due to tsunami load.SOLUTION: A building (10) comprises: a plurality of foundation beams (11) as well as hanging foundation beams (12); and a building main body (14) including a framed structure (16) supported by the foundation beams (11) and the hanging foundation beams (12). The building also has one or a plurality of frames (26) which is arranged around the building main body (14) and supported by the hanging foundation beam. The frame has a function to turn a portion of tsunami load into vertical load when receiving the tsunami load.
摘要翻译：要解决的问题：为建筑物提供防止由于海啸负荷引起的隆起的措施。解决方案：建筑物（10）包括：多个基础梁（11）以及悬挂的基础梁（12）; 以及包括由基础梁（11）和悬挂基础梁（12）支撑的框架结构（16）的建筑物主体（14）。该建筑物还具有一个或多个框架（26），其布置在建筑物主体（14）周围并被悬挂的基础梁支撑。该框架具有在接收到海啸负载时将海啸负载的一部分转换为垂直载荷的功能。

9. 发明专利

JP2013204347A building 有权
标题翻译：建造
公开(公告)号：JP2013204347A
公开(公告)日：2013-10-07
申请号：JP2012076020
申请日：2012-03-29
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MAEKAWA TOSHIO , HAMADA MAKOTO , NAKASONE ATSUSHI , KONDO YUSUKE
IPC分类号： E04H9/14
摘要： PROBLEM TO BE SOLVED: To reduce a magnitude of a tsunami load applied to a frame structure of a building in the aspect different from the prior arts.SOLUTION: A building (10) comprises an outer wall (12), an opening (14) provided in the outer wall and different from an entrance/exit opening and a window opening, and a closing member (16) mounted to the outer wall (12) for closing the opening (14) in a cancellable manner.
摘要翻译：要解决的问题：在与现有技术不同的方面，减少施加到建筑物的框架结构的海啸负载的大小。解决方案：建筑物（10）包括外壁（12），开口（14）设置在外壁上并且不同于入口/出口和窗口，以及安装到外壁（12）上的封闭构件（16），用于以可取消的方式封闭开口（14）。

10. 发明专利

JP2012202099A Building with diagonal member 有权
标题翻译：建立与对话会员
公开(公告)号：JP2012202099A
公开(公告)日：2012-10-22
申请号：JP2011067169
申请日：2011-03-25
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： HAMADA MAKOTO , MAEKAWA TOSHIO , KONDO YUSUKE
IPC分类号： E04H9/02 , F16F7/12 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To reduce a size of a diagonal member which resists axial force by reducing the same while a column receives horizontal force at time of an earthquake.SOLUTION: A building comprises: a first column and a second column arranged at an interval in a horizontal direction; an extended member which is internally extended from the first column in the horizontal direction with one edge section thereof fixed to the first column; a damper with the one edge section thereof fixed to the other edge section of the extended member; and a diagonal member with the one edge section thereof fixed to the damper and the other edge section attached to the second column.

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