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1. 发明专利

JP2003268925A BEAM REINFORCING STRUCTURE OF OPENED HOLE FORMED AT BEAM END AND ITS CONSTRUCTION METHOD 审中-公开
公开(公告)号：JP2003268925A
公开(公告)日：2003-09-25
申请号：JP2002076517
申请日：2002-03-19
申请人： ASANUMA CORP , ANDO CORP , OHKI CORP , OKUMURA CORP , KUMAGAI GUMI CO LTD , PENTA OCEAN CONSTRUCTION , DAISUE CONSTRUCTION CO LTD , TM GIKEN KK , NISSAN CONSTRUCTION CO LTD , MATSUMURA GUMI CORP
发明人： HAGIWARA YUKIO , NISHIHARA HIROSHI , ARAKAWA GEN , ASANO YOSHINOBU , HOSOYA HIROSHI , KISHIMOTO TAKESHI , HAMADA MAKOTO , MURATA YOSHIYUKI , NAKATANI SOTOSHI , TAKESONO MASATSUGU , FUCHIKAWA SEISHIRO , YASUI KOJI
IPC分类号： E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a beam reinforcing structure of an opened hole formed at the beam end capable of releasing crushing of concrete in the upper and lower sides of the opened hole and forming an opened hole in the hinge region of the beam end and its execution method by preventing buckling of the beam main reinforcement at the upper and lower positions of the opened hole and restricting cracks at the periphery of the opened hole and its execution method. SOLUTION: In a beam reinforcing structure 1 of an opened hole formed at a beam end part, an opened hole reinforcing rods 5 are arranged at the periphery of the opened hole 4 piercing into a hinge region 3 of a beam end 2 and buckling reinforcements 8 put astride on the main reinforcement at the upper and lower positions of the opened hole 4 are arranged. The buckling reinforcements 8 in which a plurality of legs 10 formed in a comblike manner are arranged so as to obliquely across each other at the periphery of the opened hole 4. Buckling of the beam main rod at the upper and lower positions of the opened hole is prevented and cracks at the periphery of the opened hole is restricted and crushing of concrete in the upper and lower parts of the opened hole is released. COPYRIGHT: (C)2003,JPO

2. 发明专利

JP2014122504A Reinforcing fitting and reinforced concrete perforated beam comprising the same 有权
标题翻译：加固配合和加固混凝土强化梁
公开(公告)号：JP2014122504A
公开(公告)日：2014-07-03
申请号：JP2012279649
申请日：2012-12-21
申请人： Aoki Asunaro Kensetsu Kk , 青木あすなろ建設株式会社 , Asanuma Corp , 株式会社淺沼組 , Okumura Corp , 株式会社奥村組 , Kumagai Gumi Co Ltd , 株式会社熊谷組 , Konoike Constr Ltd , 株式会社鴻池組 , Zenitaka Corp , 株式会社錢高組 , Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , Tobishima Corp , 飛島建設株式会社 , Haseko Corp , 株式会社長谷工コーポレーション , Ps Mitsubishi Construction Co Ltd , 株式会社ピーエス三菱 , Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社 , Kooriyoo Kenhan Kk , コーリョー建販株式会社
发明人： HADA MASAYA , MORI KOJI , HOSOYA HIROSHI , HAMADA MAKOTO , MURAKAMI HIDEO , IGARASHI HARUTO , TAMAI MASATO , MORI KAZUHISA , HIRATA NOBUAKI , INAO MASASHI , EGASHIRA HIROSHI , OTA SHINJI
IPC分类号： E04C5/18 , E04C3/20 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing fitting which further suppresses a crack caused in a reinforced concrete perforated beam and which makes workability excellent by suppressing product weight.SOLUTION: A reinforcing fitting 1 includes: an outside reinforcement 2 which is formed in an annular shape; an inside reinforcement 3 which is formed in an annular shape and arranged inside the outside reinforcement 2; and an auxiliary reinforcement 4 which is formed in an annular shape, which is arranged further inside the inside reinforcement 3, and which is nearer to a through-hole (opening) 12 than the outside and inside reinforcements 2 and 3. The auxiliary reinforcement 4 is formed of a reinforcing bar larger in diameter than the inside reinforcement 3.
摘要翻译：要解决的问题：提供一种进一步抑制钢筋混凝土穿孔梁产生的裂纹的增强配件，其通过抑制产品重量而使加工性优异。解决方案：加强配件1包括：外部加强件2，其形成为环形形状; 内侧加强件3，其形成为环状，配置在外侧加强件2的内侧; 以及辅助加强件4，其形成为进一步设置在内侧加强件3的内侧并且比内侧和内侧的加强件2和3更靠近通孔（开口部）12的环状。辅助加强件4 由直径大于内侧加强件3的钢筋形成。

3. 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

4. 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。

5. 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

6. 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

7. 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

8. 发明专利

JPH08113981A METHOD FOR CONSTRUCTING CONCRETE STRUCTURE 失效
公开(公告)号：JPH08113981A
公开(公告)日：1996-05-07
申请号：JP27429794
申请日：1994-10-14
申请人： KUMAGAI GUMI CO LTD
发明人： YOSHIMATSU KENJI , ISHIBASHI HISAYOSHI , HAMADA MAKOTO , TSUJIMURA TOMOAKI
IPC分类号： E04B1/16 , E04B1/20
摘要： PURPOSE: To easily execute construction even in a narrow site and to reduce field work and to shorten a construction period by a method wherein a precast concrete column member, wherein a reinforcing bar extends upward, a beam member, and a floor member are combined and a shear reinforcement bar, beam upper end reinforcement bar, and other floor main reinforcement bar are arranged and concrete is placed. CONSTITUTION: A column member 10, wherein the upper ends of column main bars 18 protrude from a column body 16 and the lower ends thereof are inserted into sleeve joints 22, is erected on a floor 30. And a grout material is placed. Next, beam lower end bars are projected from the end surface of a beam main body and each end of beam members 12, in which hoop bars 20 are projected from the beam body, is placed on the adjacent column member 10. And precast floor members 14 are laid across the beam members 12. At the same time, beam lower end bars of the opposed beam members 12 are combined and shear reinforcement bars and beam upper end bars are arranged, following which concrete is placed on column beam joints, beam members 12, and floor members 14. Thus arranging and combining work of reinforcement bars can be reduced and construction can be performed even in a narrow site.

9. 发明专利

JP2019094680A 床構造及び当該床構造に用いる床部材审中-公开
公开(公告)号：JP2019094680A
公开(公告)日：2019-06-20
申请号：JP2017224917
申请日：2017-11-22
申请人： KUMAGAI GUMI CO LTD
发明人： MATSUOKA NAOTO , HAMADA MAKOTO
IPC分类号： E04B5/02
摘要：【課題】CLT床の撓みや振動を抑制できて、重量床衝撃音に対する遮音性能を向上できるとともに、軽量化が図れる床構造等を提供する。【解決手段】本発明に係る床構造は、CLTにより形成されたCLT床2と、当該CLT床の下面21に設けられた木製リブ構造部3とを備え、木製リブ構造部3は、CLT床2の下面21より突出してCLT床2の下面21に沿った一方向に延長するとともに、当該一方向と直交する方向に所定の間隔を隔てて設けられた複数の一方向リブ31;31…と、CLT床2の下面21より突出してCLT床2の下面21に沿った一方向と交差する他方向に延長するとともに、当該他方向と直交する方向に所定の間隔を隔てて設けられた複数の他方向リブ32;32…とを備えたことを特徴とする。【選択図】図1

10. 发明专利

JP2012067444A Shear reinforcement method of existing concrete structure and concrete structure 有权
标题翻译：现有混凝土结构和混凝土结构的剪切加固方法
公开(公告)号：JP2012067444A
公开(公告)日：2012-04-05
申请号：JP2010210589
申请日：2010-09-21
申请人： Osamu Kiyomiya , Kumagai Gumi Co Ltd , 株式会社熊谷組 , 理清宮
发明人： KIYOMIYA OSAMU , NISHIGAKI KAZUHIRO , NISHIUCHI MISUMI , OGOSHI YASUHIRO , MATSUU HAJIME , HAMADA MAKOTO
IPC分类号： E03F3/04 , E01D22/00 , E03F7/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement method or the like of an existing concrete structure for executing shear reinforcement by increasing shear strength Vc by a concrete part.SOLUTION: In the shear reinforcement method of the existing concrete structure related to this invention, a hole 3 extending continuously in the member axial direction X of the existing concrete structure is formed in the existing concrete structure 1A, concrete (high-strength concrete 4) of concrete strength higher than that of the concrete configuring the existing concrete structure 1A is placed inside the hole 3, and Vc is increased without introducing prestress using a shear reinforcing material.
摘要翻译：要解决的问题：提供一种通过增加混凝土部件的剪切强度Vc来实现剪切增强的现有混凝土结构的剪切加固方法等。解决方案：在与本发明相关的现有混凝土结构的剪切增强方法中，在现有混凝土结构1A中形成在现有混凝土结构1A的构件轴向X上连续延伸的孔3，混凝土（高强度混凝土4的混凝土强度高于构成现有混凝土结构1A的混凝土强度，混凝土4的位置设置在孔3的内部，并且使用剪切增强材料不增加预应力来增加Vc。版权所有（C）2012，JPO＆INPIT

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