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81. 发明专利

JP2006152747A Fire resistant concrete member and fire resistant segment member 有权
标题翻译：耐火混凝土会员和消防员部门成员
公开(公告)号：JP2006152747A
公开(公告)日：2006-06-15
申请号：JP2004348411
申请日：2004-12-01
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , URANO TOMOKO , HAYASHI SEITAKU , FUJII AKI
IPC分类号： E21D11/04 , A62C2/00 , A62C3/00 , E04B1/94
摘要： PROBLEM TO BE SOLVED: To provide a concrete member superior in explosion resistance for constructing a tunnel or an underground space.
SOLUTION: A reinforcement 121 constituted in a grating shape is arranged in a position of the predetermined cover thickness from one side surface of the concrete member 100. Steel fiber is mixed in concrete 112 for constituting the concrete member 100. A segment member is constituted by forming such a concrete member 100 in a curved shape in response to a wall surface shape of the tunnel and the underground space.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种在建造隧道或地下空间方面具有优良的耐爆性的混凝土构件。解决方案：将格栅构成的加强件121从混凝土构件100的一个侧面布置在预定的盖厚度的位置。钢纤维混合在用于构成混凝土构件100的混凝土112中。段构件通过根据隧道的壁面形状和地下空间形成弯曲形状的混凝土构件100构成。版权所有（C）2006，JPO＆NCIPI

82. 发明专利

JP2006070685A Earth pressure shield, slurry shield and closed shield 有权
标题翻译：地球压力屏蔽，浆液和封闭屏蔽
公开(公告)号：JP2006070685A
公开(公告)日：2006-03-16
申请号：JP2004300965
申请日：2004-10-15
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , FUKUMOTO KATSUJI , SAKAMOTO MASAAKI , MIKI KEIZO
IPC分类号： E21D9/06 , E21D9/087 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To prevent blocking-up in a chamber caused when highly viscous excavation sediment sticks to a partition wall. SOLUTION: This earth pressure shield 10 is constituted so that the chamber 20 is arranged between a cutter head 1 and the partition wall 2, and the excavation sediment is taken in the chamber from a sediment taking-in opening 31 of the cutter head 1, and the excavation sediment is carried out by a screw conveyor 3 communicated with and joined to the partition wall 2. The partition wall 2 is slantingly arranged in a skin plate 4 so that the upper edge becomes nearer to the cutter head 1 side than the lower edge, and the peripheral edge of the partition wall is joined to an inner surface of the skin plate 4. A cylindrical gear box 13 is coaxially joined with the shield axis in the tail side center of the partition wall 2. A tail side bearing member 7 is also coaxially installed with the shield axis in the vicinity of the tail side center of the gear box. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：防止高度粘性的挖掘沉积物粘附在隔墙上时在室内堵塞。解决方案：该土压力屏蔽10构成为使得腔室20配置在切割头1与分隔壁2之间，挖掘沉积物从切割器的沉积物入口31中取入室内头1，挖掘沉积物通过与分隔壁2连通并与其连接的螺旋输送机3进行。分隔壁2倾斜地布置在皮肤板4中，使得上边缘变得更靠近切割头1侧并且分隔壁的周边边缘连接到皮肤板4的内表面。圆筒形齿轮箱13与分隔壁2的尾侧中心的屏蔽轴同轴地接合。尾部侧轴承构件7也与齿轮箱的尾侧中心附近的屏蔽轴线同轴地安装。版权所有（C）2006，JPO＆NCIPI

83. 发明专利

JP2003035096A Shield tunnel 审中-公开
标题翻译：屏蔽隧道
公开(公告)号：JP2003035096A
公开(公告)日：2003-02-07
申请号：JP2001223939
申请日：2001-07-25
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , KITAOKA TAKASHI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To lengthen an installation interval between center posts without causing an increase in cost, an decrease in workability or the like. SOLUTION: This shield tunnel is equipped with the first and second shield tunnels 10 and 12 whose circular cross sections are equal in diameter to each other, and the circular cross sections are made to overlap each other in a double state. The tunnels 10 and 12 are formed by assembling segments 16, which are split in the axial and circumferential directions of the tunnel, on an excavated surface formed on the rear side of the excavator 14 by excavation of the excavator 14. The tunnel is arranged in such a manner that ends of the circular cross sections overlap each other; an overlapped part is cut off; and upper and lower coupling segment pieces 18 and 20 are arranged in upper and lower joining parts between the segments 16 of the adjacent tunnels 10 and 12. The amount of protrusion of the segment piece 18 to a lower side varies with each segment ring. When the segment pieces 18 are installed in such a manner as to be sequentially adjacent to one another in the axial direction of the tunnel, so as to form an upper beam part 22 of the segments 16, side surfaces along the axial direction of the tunnel are formed in a shape of arches having a prescribed interval in between.
摘要翻译：要解决的问题：延长中心支柱之间的安装间隔，而不会导致成本增加，可加工性等的降低。解决方案：该屏蔽隧道配备有第一和第二屏蔽隧道10和12，其圆形横截面彼此直径相等，并且圆形横截面在双重状态下彼此重叠。隧道10和12通过在挖掘机14的挖掘中组装在挖掘机14的后侧的挖掘表面上组装在隧道的轴向和圆周方向上分裂的段16来形成。隧道被布置在圆形横截面的端部彼此重叠的方式; 重叠部分被切断; 并且上部和下部联接段18和20布置在相邻的隧道10和12的段16之间的上部和下部接合部分中。段段18向下侧的突出量随着每个环形环而变化。当片段18沿隧道的轴向依次相邻地安装时，形成段16的上梁部22，沿着隧道的轴向的侧面形成为具有规定间隔的拱形的形状。

84. 发明专利

JP2003003793A Segment connecting structure 有权
标题翻译：分段连接结构
公开(公告)号：JP2003003793A
公开(公告)日：2003-01-08
申请号：JP2001188015
申请日：2001-06-21
申请人： Ishikawajima Constr Materials Co Ltd , Kubota Corp , Ohbayashi Corp , 株式会社クボタ , 株式会社大林組 , 石川島建材工業株式会社
发明人： KANAI MAKOTO , FUKUMOTO KATSUJI , NAKAYAMA MASAO , YOKOMIZO FUMIYUKI , KAGAWA ATSUSHI , MIYA KIYOSHI , KITAOKA TAKASHI , OZEKI MUNETAKA , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO , OTA SHINICHIRO , TSUCHIYA MASAYOSHI , TSUJIMOTO KAZUNORI
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a segment connecting structure which can prevent a connecting fitting squeezed into a joint device, from running out in a slipout direction from the joint device, and maintains both segments in a connected state with enhanced connecting force, through simple and short-time operation.
SOLUTION: According to the segment connecting structure, the connecting fitting 8 functions to attract both opposed joint devices 7 by being squeezed in the same in one direction. The segment connecting structure is comprised of a reaction applying member 36 which applies reaction in the squeezing direction to the connecting fitting 8, by abutting on a rear side of the connecting fitting 8 in the squeezing direction. The reaction applying member 36 takes reaction from the segment 1 intrinsically for which the member 36 is provided.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种能够防止连接配件被挤压到接头装置中的分段连接结构，从接合装置向滑出方向流出，并且通过简单的方式将两个部分维持在连接状态，并具有增强的连接力和短时间的操作。解决方案：根据节段连接结构，连接配件8通过沿一个方向被挤压而吸引两个相对接头装置7。分段连接结构包括反应施加构件36，其通过在挤压方向上抵靠连接配件8的后侧而将挤压方向的反作用力施加到连接配件8。反应施加构件36从构件36所设置的内部段1反应。

85. 发明专利

JP2013130007A Cofferdam construction method of dam body 有权
标题翻译： AM。。。。。。。。。。。。。。。
公开(公告)号：JP2013130007A
公开(公告)日：2013-07-04
申请号：JP2011280198
申请日：2011-12-21
申请人： Ohbayashi Corp , 株式会社大林組
发明人： DOBASHI TAKEO , FUJIWARA SOICHI , KAMATA TOMOHITO , KANAI MAKOTO , TOKUNAGA ATSUSHI
IPC分类号： E02B7/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a cofferdam structure capable of resisting buoyancy that acts during construction without inviting a failure.SOLUTION: The construction method includes execution of: a first step of abutting an opening 21 provided on a cofferdam structure 100 in a dome body shape to be used when constructing a through-hole in an existing dam body 1 to a dam body upstream surface 3 so as to surround an opening scheduled position 4a of a through-hole 2; and a second step of making a plurality of anchors 60 pass through at an interval so as to surround the periphery of the opening 21 and placing them on the dam body upstream surface 3 so that the through-hole 2 is not affected by a load acting on the anchors 60, in a skirt part 32 for which a peripheral edge of the opening 21 is extended along the dam body upstream surface 3, and which is extended so that the pass-through position of the anchors 60 made to pass through the skirt part 32 and placed to the dam body upstream surface 3 is separated outwards from the opening 21.
摘要翻译：要解决的问题：提供一种能够抵抗在施工中作用而不引起故障的浮力的围堰结构的施工方法。解决方案：施工方法包括执行以下步骤：第一步骤，邻接设置在围堰结构100上的开口21 在将现有的坝体1中的通孔构成为围绕通孔2的开口排列位置4a的坝体上游面3时使用的圆顶体形状; 以及使多个锚定件60以间隔的方式穿过开口21的周边并将其放置在坝体上游表面3上的第二步骤，使得通孔2不受负载作用在锚固件60上，在裙部32中，开口21的周缘沿着坝体上游表面3延伸，并且延伸使得锚定件60的穿过位置穿过裙部部分32并放置在坝体上游表面3上，从开口21向外分离。

86. 发明专利

JP2013124510A Construction method for dam body cofferdam structure 有权
标题翻译： AM Y Y AM AM。。。。。。。。。。。。。
公开(公告)号：JP2013124510A
公开(公告)日：2013-06-24
申请号：JP2011274666
申请日：2011-12-15
申请人： Ohbayashi Corp , 株式会社大林組
发明人： DOBASHI TAKEO , FUJIWARA SOICHI , KAMATA TOMOHITO , KANAI MAKOTO , TOKUNAGA ATSUSHI
IPC分类号： E02B7/00
摘要： PROBLEM TO BE SOLVED: To provide a cofferdam structure that can cope with the buoyance that is acted associated with the water drainage work of an inner space in construction.SOLUTION: A step in which a planned opening position 4a of a through hole 2 on a dam body upstream face 3 is brought into water-tight contact with an opening 21 of a dome body 10 that is a cofferdam structure, and a step in which water is discharged in an inner space 21 of the dome body 10 while weights 50 are sequentially input into the inner space 25 are executed to construct the cofferdam structure.
摘要翻译：要解决的问题：提供能够应对与施工中的内部空间的排水工作相关联的浮力的围堰结构。解决方案：将坝体上游面3上的通孔2的计划开放位置4a与围堰结构的圆顶体10的开口21水密接触的步骤，执行在圆顶体10的内部空间21中排出水，同时将重量50依次输入到内部空间25中的步骤，以构成隔离舱结构。版权所有（C）2013，JPO＆INPIT

87. 发明专利

JP2012201248A Carrying device, and method for carrying and installing of solar power generation device 有权
标题翻译：携带装置，以及用于携带和安装太阳能发电装置的方法
公开(公告)号：JP2012201248A
公开(公告)日：2012-10-22
申请号：JP2011068280
申请日：2011-03-25
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , UEDA HISATERU , HISADA HIDETAKA
IPC分类号： B60P3/00 , B62D55/065
摘要： PROBLEM TO BE SOLVED: To provide a carrying device, capable of traveling astride an obstacle, and capable of lowering the whole height while lowering a device body.SOLUTION: This carrying device 10 includes the device body 40 for placing a solar power generation device 1 as a carrying object, a plurality of lifting mechanisms 60 for lifting the device body 40, and a plurality of traveling mechanisms 50 installed in the device body 40 via the plurality of lifting mechanisms 60. The plurality of lifting mechanisms 60 lift the device body 40 with a height of becoming lower than the top end of the traveling mechanisms 50 in its bottom end as the lowest position.
摘要翻译：要解决的问题：提供能够跨越障碍物行进并且能够在降低装置主体的同时降低整体高度的承载装置。解决方案：该携带装置10包括用于放置作为携带物体的太阳能发电装置1的装置主体40，用于提升装置主体40的多个提升机构60和安装在该装置主体40中的多个行进机构50。装置本体40经由多个提升机构60.多个提升机构60以其最下端位置的下端的行进机构50的顶端的高度提升装置主体40。版权所有（C）2013，JPO＆INPIT

88. 发明专利

JP2012186215A Method for installing photovoltaic power generating device 审中-公开
标题翻译：安装光伏发电装置的方法
公开(公告)号：JP2012186215A
公开(公告)日：2012-09-27
申请号：JP2011046644
申请日：2011-03-03
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , UEDA HISATERU , HISADA HIDETAKA
IPC分类号： H01L31/042 , E04D13/18
CPC分类号： F24J2/5232 , F24J2/5254 , F24J2002/5281 , Y02B10/12 , Y02E10/47
摘要： PROBLEM TO BE SOLVED: To improve workability for installing a photovoltaic power generating device without deteriorating area efficiency of a solar cell panel.SOLUTION: The method for installing a photovoltaic power generating device 10 comprising plural solar cell panels 12, and a frame 20 supporting the plural cell panels 12 includes a unit assembly step for assembling a solar cell panel unit 11 by fixing a purlin material 26 to rear surfaces of the plural solar cell panels 12 to couple the plural solar cell panels 12 aligned and mounted to the frame 20; and a unit mounting step for mounting the solar cell panel unit 12 by fixing the purlin material 26 to the frame 20.
摘要翻译：解决的问题：为了提高太阳能电池面板的面积效率，不会使太阳能电池板的面积效率下降而安装光伏发电装置的工作性。解决方案：用于安装包括多个太阳能电池板12的太阳能发电装置10和支撑多个电池板12的框架20的方法包括：通过固定pur条材料来组装太阳能电池板单元11的单元组装步骤 26连接到多个太阳能电池板12的后表面，以将对准并安装到框架20的多个太阳能电池板12耦合; 以及通过将pur条材料26固定到框架20来安装太阳能电池板单元12的单元安装步骤。（C）2012年，JPO和INPIT

89. 发明专利

JP2012149394A Shield tunnel 有权
标题翻译：屏蔽隧道
公开(公告)号：JP2012149394A
公开(公告)日：2012-08-09
申请号：JP2011007087
申请日：2011-01-17
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , YOSHIDA KIMIHIRO , KAWAKAMI TOSHINOBU , TAKIMOTO KUMI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a shield tunnel flexibly adaptable to various constructing conditions and capable of efficiently preventing its uplift.SOLUTION: Projecting members 20 projecting into a ground are provided on segments 12 under the depth of the void center of the shield tunnel, respectively. On the void side of the shield tunnel, the projecting members 20 are fixed to the segments 12 on which the projecting members 20 are provided and the front ends of the projecting members 20 are also fixed to segments 12 opposed to the front ends, respectively.

90. 发明专利

JP2012126628A Seawater-mixed concrete and concrete structure 有权
标题翻译：海水混合混凝土和混凝土结构
公开(公告)号：JP2012126628A
公开(公告)日：2012-07-05
申请号：JP2010281908
申请日：2010-12-17
申请人： Ohbayashi Corp , 株式会社大林組
发明人： AOKI SHIGERU , KANAI MAKOTO , TAKEDA NOBUNORI , ISHIZEKI YOSHIKAZU
IPC分类号： C04B28/08 , C04B14/06 , C04B18/14 , C04B22/06 , C04B22/08 , C04B24/02 , C04B24/12
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To obtain a concrete having necessary durability by using seawater and sea sand.SOLUTION: The seawater-mixed concrete is produced by kneading a mixture of slag cement and sea sand with seawater. Addition of a nitrite-based admixture and pozzolan can lower the diffusion coefficient of cured concrete and suppress intrusion of exterior harmful factors.

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