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1. 发明专利

JP2011220075A Wall construction method, wall, and face block 审中-公开
标题翻译：墙面施工方法，墙壁和面板
公开(公告)号：JP2011220075A
公开(公告)日：2011-11-04
申请号：JP2010093434
申请日：2010-04-14
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MIURA KEN , KIMURA KOZO , MASUDA YASUHIKO , HAGIO HIROYA , KURITA KOHEI , ENOMOTO HIROYUKI
IPC分类号： E04G23/02 , E04B2/02
摘要： PROBLEM TO BE SOLVED: To raise the strength of a wall built by masoning blocks while increasing the flexibility in selecting blocks for masonry.SOLUTION: A construction method of a wall 10 constructed by masoning blocks 20 includes: masoning a plurality of blocks 20 on which through holes 26 and U grooves 22 are formed so that grid-like caves 30 are formed by penetration holes 26 and U grooves 22 in combination; and placing mortar that develops higher intensity than that of the blocks 20 after hardening in the grid-like caves 30. This forms a grid-like structure 40.
摘要翻译：要解决的问题：提高砖块建筑的强度，同时提高砖石选择的灵活性。解决方案：由砌块20构造的墙壁10的施工方法包括：在其上形成多个块体20，其上形成有通孔26和U形槽22，使得格子状洞穴30由穿孔26和 U形槽22组合; 并且在网格状洞穴30中硬化后，放置发生比块20高的强度的砂浆。这形成网格状的结构40.版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2010127000A Method of reinforcing existing wall, and reinforcing structure of existing wall 审中-公开
标题翻译：加强现有墙体的方法，加强现有墙体的结构
公开(公告)号：JP2010127000A
公开(公告)日：2010-06-10
申请号：JP2008303013
申请日：2008-11-27
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KURITA KOHEI , MASUDA YASUHIKO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To suppress vibration and noise generated in constructing a reinforcing wall in a column-beam frame to reinforce an existing wall.
SOLUTION: The reinforcing wall 20 is constructed in the column-beam frame 5 surrounding the existing wall 10, without being integrated with the existing wall 10. Anchors are driven into the inner peripheral surface of the column-beam frame without removing a finishing material 14 on the surface of the existing wall 10. Wall reinforcements 22, 23 and spiral reinforcements 25 are arranged, and concrete 26 is placed to construct the reinforcing wall 20. Because of carrying out neither removal of the finishing material 14 nor roughening of the surface of concrete 13, vibration and noise generated in construction can be suppressed.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了抑制在柱梁框架中构造加强壁产生的振动和噪声，以加强现有的壁。解决方案：加强壁20构造在围绕现有壁10的柱梁框架5中，而不与现有的壁10一体化。锚杆被驱动到柱梁框架的内周表面中，而不移除整理材料14在现有壁10的表面上。布置壁加强件22,23和螺旋增强件25，并且将混凝土26放置成构造加强壁20.由于不执行整理材料14的去除或粗糙化混凝土表面13，施工中产生的振动和噪音可以得到抑制。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2005320723A Equipment and method for removing surface layer section 有权
标题翻译：用于去除表面层的设备和方法
公开(公告)号：JP2005320723A
公开(公告)日：2005-11-17
申请号：JP2004138235
申请日：2004-05-07
申请人： Ohbayashi Corp , 株式会社大林組
发明人： INOUE FUMIHIRO , KURITA KOHEI , WATANABE KOJI , UCHIDA SHIGERU
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide surface layer part removing equipment capable of easily removing a surface layer section.
SOLUTION: This surface layer section removing equipment 100 comprises: a driving machine which has a driving shaft 2 for advancing/retreating a pushrod member 3; a protrusion 6 which is oscillatably attached to a holding case 4 for holding the driving machine body 1, which is provided almost in parallel with the pushrod member 3 in such a manner as to sandwich the pushrod member 3 in between; and a pair of leg members 5 wherein a protrusion 6 protruding to the side of the pushrod member 3 and a protrusion 7 protruding to the other side of the pushrod 3 are provided on its leading end side 3A. A hole H, which communicates with the vicinity of a boundary surface S between the surface layer section Y and a base layer section X from a surface of the surface layer section Y, is worked; the pair of leg members 5 is inserted up to a bottom part H1 of the hole H; after that, the pushrod member 3 is advanced to the leading end side 3A by means of the driving shaft 2; and the leading end side 3A of the pushrod member 3 and both the protrusions 6 are made to abut on one another. Thus, the pair of leg members 3 is oscillated in the direction of being separated from each other, and the vicinity of the boundary surface S is locally pushed by the protrusions 7 of the respective oscillated leg members 3, so that cracks can appear in the boundary surface S.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供能够容易地去除表面层部分的表面层部分去除设备。解决方案：该表面层部分移除设备100包括：驱动机器，其具有用于推进/缩回推动构件3的驱动轴2; 突起6可摆动地附接到用于保持驱动机体1的保持壳体4，该驱动机体1以推动构件3夹在其间的方式与推动构件3几乎平行地设置; 以及一对腿部构件5，其突出于推杆构件3的侧面的突起6和在推杆3的另一侧突出的突起7设置在其前端侧3A。加工表面层部分Y的表面与表面层部分Y和基底部分X之间的边界面S附近的孔H; 一对腿部件5插入孔H的底部H1; 之后，推动构件3通过驱动轴2前进到前端侧3A; 并且推动构件3的前端侧3A和两个突起6彼此抵接。因此，一对腿部构件3在彼此分离的方向上振动，并且边界面S的附近被各个摆动的腿部构件3的突起7局部推动，从而在边界面S.版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2015045127A 既存躯体の耐震補強構造及び方法有权
标题翻译：地震强化结构和现有建筑框架的方法
公开(公告)号：JP2015045127A
公开(公告)日：2015-03-12
申请号：JP2013175315
申请日：2013-08-27
申请人：株式会社大林組 , Ohbayashi Corp
发明人： KURITA KOHEI , MASUDA YASUHIKO , MIURA KEN
IPC分类号： E04G23/02
摘要：【課題】低コストで十分な耐力を確保できる補強架構を構築する。【解決手段】補強架構10の柱部20は、既存柱2に沿って延びるように互いに平行に配された左右一対の鋼板21と、この左右一対の鋼板21の間を埋めるようにコンクリートにより構築されたコンクリート部22と、左右一対の鋼板21に設けられ、該左右一対の鋼板21をコンクリート部22に定着させるスタッド23とを備え。また、補強架構10の梁部30は、既存梁4に沿って延びるように互いに平行に配された上下一対の鋼板31と、この上下一対の鋼板31の間を埋めるようにコンクリートにより構築されたコンクリート部32と、上下一対の鋼板31に設けられ、該上下一対の鋼板31をコンクリート部32に定着させるスタッド33とを備える。【選択図】図1
摘要翻译：要解决的问题：构造能够以低成本确保足够的承受力的加强结构。解决方案：加强结构10的柱部20具有：左右对的钢板21，其平行于彼此以沿着现有的列2延伸的方式; 混凝土部分22，其以混合物填充左右一对钢板21之间的间隙构造; 以及安装在左右一对钢板21上的螺栓23，以将其固定在混凝土部分22上。加强结构10的梁部分30具有：上下一对钢板31 其以沿着现有梁4延伸的方式彼此平行地布置; 混凝土部32，其以上述上下一对钢板31的间隙填充混凝土的方式构成; 以及安装在上下一对钢板31上的螺柱33，以将其固定在混凝土部32上。

5. 发明专利

JP2010208859A Tower crane frame, tower crane supporting method, and tower crane frame mounting structure 有权
标题翻译：塔式起重机架，塔式起重机支撑方式和塔式起重机架安装结构
公开(公告)号：JP2010208859A
公开(公告)日：2010-09-24
申请号：JP2010137193
申请日：2010-06-16
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ONO HIDEO , EMURA MASARU , FURUYA NORIYUKI , SOMEYA SATOSHI , NAKAJIMA YASUO , KURITA KOHEI
IPC分类号： B66C23/32 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a tower crane frame which can utilize beam materials constituting a building body without changing the sizes of or reinforcing them, and to provide a tower crane supporting method and a tower crane frame mounting structure.
SOLUTION: The frame 22 includes a frame body 30 for supporting a mast 10, leg parts 40 protruded sideways from the frame body 30, hinges 50 for turnably connecting the leg parts 40 to the frame body 30, and mounted members 60 to be mounted on columns 101 of the building body 100 for supporting the leg parts 40, respectively. The mounted members 60 each include a supporting part 70 arranged on one side face of the column 101 for supporting the leg part 40, an auxiliary part 80 arranged on the other side face on the opposite side to one side face, and a fastening part 90 for fastening the supporting part 70 and the auxiliary part 80 to each other across the column 101.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够利用构成建筑物体的梁材料而不改变其尺寸或增强其的塔式起重机架，并提供塔式起重机支撑方法和塔式起重机机架安装结构。框架22包括用于支撑桅杆10的框体30，从框架主体30侧向突出的脚部40，用于将腿部40可转动地连接到框体30的铰链50，以及安装构件60 分别安装在建筑物体100的支柱101上。安装构件60各自包括布置在用于支撑腿部40的柱101的一个侧面上的支撑部70，配置在与一个侧面相反侧的另一侧面上的辅助部80和紧固部90 用于将支撑部分70和辅助部件80彼此跨越柱101紧固。版权所有：（C）2010，JPO＆INPIT

6. 发明专利

JP2008248537A Method of driving rotatingly press-fitted pile, method of constructing foundation structure, and foundation structure 有权
标题翻译：驱动旋转压桩的方法，构造基础结构的方法和基础结构
公开(公告)号：JP2008248537A
公开(公告)日：2008-10-16
申请号：JP2007089532
申请日：2007-03-29
申请人： Konoike Constr Ltd , Ohbayashi Corp , Shimizu Corp , Sumitomo Mitsui Construction Co Ltd , Takenaka Komuten Co Ltd , Toda Constr Co Ltd , 三井住友建設株式会社 , 戸田建設株式会社 , 株式会社大林組 , 株式会社竹中工務店 , 株式会社鴻池組 , 清水建設株式会社
发明人： FURUYA NORIYUKI , KURITA KOHEI , IWANAMI KOICHI , TAKI SATOSHI , UMEKI TOSHIKI , TABAI HIROSHI , HATANO JUN
IPC分类号： E02D7/22 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a method of driving a rotatingly press-fitted pile even in a narrow site.
SOLUTION: A concrete member 121 is so constructed in a ground that a through hole 122 allowing the rotatingly press-fitted pile 110 to be extended therethrough is formed at the position corresponding to the rotatingly press-fitted steel pipe pile 110. The rotatingly press-fitted steel pipe pile 110 is rotatingly press-fitted into the through hole 122 by applying the rotating reaction force and the driving reaction force of the rotatingly press-fitted steel pipe pile 110 to the concrete member 121 by a pile driver 10.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供即使在狭窄的位置也驱动旋转压配桩的方法。解决方案：混凝土构件121被构造成在与旋转压配合的钢管桩110相对应的位置处形成允许旋转压配桩110延伸通过的通孔122的地面。旋转压配钢管桩110通过由打桩机10将旋转配合的钢管桩110的旋转反作用力和驱动反作用力施加到混凝土构件121而旋转压配合到通孔122中。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2007177574A Antiseismic wall and antiseismic reinforcement method 审中-公开
标题翻译：抗静电墙和防腐加固方法
公开(公告)号：JP2007177574A
公开(公告)日：2007-07-12
申请号：JP2005379896
申请日：2005-12-28
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KURITA KOHEI , MASUDA YASUHIKO
IPC分类号： E04G23/02 , E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an antiseismic wall, for a use in a skeleton of steel construction, without impairing its aesthetic appearance of the skeleton while there is no need of reinforcing the skeleton because of its over-heavy weight. SOLUTION: The antiseismic wall 1 is composed in such a way that a wall-plate 2 is installed in a portion surrounded by a column 26 and a beam 27 of a skeleton 25. The wall-plate 2 is formed in a square-sheet with a plurality of plastic blocks 3 piled up while adjacent blocks 3, 3 are joined to each other. At least three sides of the wall-plate 2 are contacted relatively slidable with the column 26 and the beam 27 of the skeleton 25. A sliding member 24 is interposed between at least three sides of the wall-plate 2 and the column 26 as well as the beam 27 of the skeleton 25. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于钢结构骨架的抗震墙，而不损害其骨架的美学外观，而不需要由于其过重的重量而加强骨架。解决方案：防震墙1的组成方式是将壁板2安装在由柱26和骨架25的梁27包围的部分中。壁板2形成为正方形其中多个塑料块3堆叠在一起，而相邻的块3,3彼此连接。壁板2的至少三侧与骨架25的柱26和梁27相接触地相对滑动。滑动构件24也插入在壁板2和柱26的至少三个侧面之间作为骨架25的梁27。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2010133171A Method for reinforcing existing skeleton, and reinforcement structure for existing skeleton 审中-公开
标题翻译：钢筋混凝土加固方法及现有的钢筋混凝土结构
公开(公告)号：JP2010133171A
公开(公告)日：2010-06-17
申请号：JP2008311264
申请日：2008-12-05
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KURITA KOHEI , MASUDA YASUHIKO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To prevent slide damage between a steel pipe and grout, and to prevent slide damage in an bonding interface between the steel pipe in a part contacting with a peripheral part and a column-and-beam frame, in a method for arranging the steel pipe in the part contacting with the peripheral part and a brace provided along the column-and-beam frame, of bonding the steel pipe in the peripheral part onto the column-and-beam frame by an adhesive, and of filling the grout into the steel pipe to reinforce the column-and-beam frame.
SOLUTION: An anchor 26 is driven into an inner circumferential face in an opening 5 of the column-and-beam frame 1, a hole 27 is preliminarily provided in a rectangular steel pipe 21 constituting the peripheral part 20, the rectangular steel pipe 21 is arranged to insert the anchor 26 into the hole 27, the rectangular steel pipe 21 is bonded onto the inner circumferential face of the opening 5 by the adhesive 25, and mortar grout 22 is driven to be integrated with the rectangular steel pipe 21, and to embed the anchor 26 into an inside.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了防止钢管和灌浆之间的滑动损坏，并且防止在与周边部分接触的部分中的钢管与柱梁之间的接合界面中的滑动损坏，用于将钢管布置在与周边部分接触的部分中的方法和沿着柱梁框架设置的支架，通过粘合剂将周边部分中的钢管粘合到柱梁框架上，以及将水泥浆填充到钢管中以加强柱梁框架。解决方案：锚杆26被驱动到柱梁架1的开口5中的内周面中，在构成周边部20的矩形钢管21中预先设置有孔27，矩形钢管21被布置成将锚固件26插入孔27中，矩形钢管21通过粘合剂25结合到开口5的内周面上，并且迫使砂浆浆料22与矩形钢管21一体化，并将锚26嵌入到内部。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2009057761A Existing building reinforcing structure, and existing building reinforcing method 有权
标题翻译：现有建筑加固结构和现有建筑施工方法
公开(公告)号：JP2009057761A
公开(公告)日：2009-03-19
申请号：JP2007226613
申请日：2007-08-31
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KURITA KOHEI , MASUDA YASUHIKO
IPC分类号： E04G23/02 , E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide an existing building reinforcing method which is implemented by setting a peripheral frame on the periphery of a beam-column frame, and arranging braces in the peripheral frame, wherein the method facilitates adjustment of a dimensional error of an existing skeleton even if it has one. SOLUTION: The reinforcing structure 10 is formed of: the peripheral frame 20 which is mounted at least on upper and lower surfaces out of internal peripheral surfaces of a rectangular opening 5 formed in a post-beam frame 1 enclosing the opening 5 of the existing building; and brace members 30 which are arranged so as to connect between sections of the peripheral frame 20 mounted on the upper and lower portions of the opening 5. According to the reinforcing structure, steel pipes 21, 31 are arranged at locations corresponding to the peripheral frame 20 and the brace members 30, and mortar grout 22 is placed in a manner forming a unitary body with the steel pipes 21, 31. The steel pipe 21 is bonded at least to the upper and lower surfaces out of the internal peripheral surfaces of the opening 5 by an adhesive 25. Further the steel pipes 21, 31 are each divided into two or more sections, and joint reinforcements 23 and stress transmitting reinforcements 40 are arranged between the divided steel pipes 21, 31, respectively. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种现有的建筑物加固方法，其通过在梁柱框架的周边设置周边框架并且在周边框架中布置支架来实现，其中该方法有助于调整尺寸误差现有的骨架即使有一个。解决方案：加强结构10由以下部分形成：周边框架20至少安装在形成在包围开口5的后梁框架1中的矩形开口5的内周面的至少上表面和下表面上现有建筑; 以及支架构件30，其布置成连接在安装在开口5的上部和下部的周边框架20的部分之间。根据加强结构，钢管21,31布置在与周边框架 20和支撑构件30以及砂浆灌浆22以与钢管21,31形成整体的方式放置。钢管21至少与上下表面接合，另外，钢管21,31分别分割成两个以上，在分割的钢管21,31之间分别配置有接头加强件23和应力传递用加强件40。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2004360385A Variable-shape truss structure 有权
公开(公告)号：JP2004360385A
公开(公告)日：2004-12-24
申请号：JP2003162758
申请日：2003-06-06
申请人： Ohbayashi Corp , 株式会社大林組
发明人： INOUE FUMIHIRO , KURITA KOHEI , MOROTO RYUICHI , UCHIUMI YOSHIKAZU
IPC分类号： E04B1/19 , E04B1/32 , E04B1/344
摘要： PROBLEM TO BE SOLVED: To demonstrate various movements by being made variously deformable even in a three-dimensional structure.
SOLUTION: This structure 10 is vertically constructed on an installation surface 2, and has six fixed three-dimensional trusses 20a, 20b, 20c, 20d, 20e and 20f. The respective fixed three-dimensional trusses 20a, 20b, 20c, 20d, 20e and 20f are successively stacked in the height direction, and the respective fixed three-dimensional trusses 20a, 20b, 20c, 20d, 20e and 20f are mutually rotatably connected via a hinge part 30. A telescopic actuators 40 are arranged between the respective mutual fixed three-dimensional trusses 20a, 20b, 20c, 20d, 20e and 20f, and are constituted so that the respective fixed three-dimensional trusses rotate by the telescoping of the respective actuators 40. Thus, the whole structure 10 is constituted so as to be deformable into a proper shape.
COPYRIGHT: (C)2005,JPO&NCIPI

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