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1. 发明专利

JP2007262837A Pipe for forming pipe roof 有权
标题翻译：管道管道
公开(公告)号：JP2007262837A
公开(公告)日：2007-10-11
申请号：JP2006092422
申请日：2006-03-29
申请人： Okumura Corp , 株式会社奥村組
发明人： KAWAI YOJI , KUMAZAWA NOBUYASU , AKABOSHI KIMIHIRO , MATSUDA SHINPEI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a pipe for forming a pipe roof, which is sequentially propelled into ground in advance of an underground structure when the underground structure is propelled and buried into the ground, and which enables the underground structure to be propelled and buried, while preventing the collapse of upper ground and the like, by stabilizing the face ground ahead of the pipe.
SOLUTION: An inner pipe 1b, the front end of which is fixed to a cutter head 4 and the inner and the outer peripheral surfaces of which are integrally provided with spiral blades 2 and 3, is rotatably arranged in each of a plurality of pipe bodies 1a which constitute the pipe roof P. A front end opening of the inner pipe 1b is provided with a shutter 5 which is expanded/contracted like an umbrella. The front end openings of all the pipes 1 except the pipe to be jacked are put into the state of being closed with the shutter 5. Thus, the face ground is held for stabilization, and only the shutter 5 of the pipe 1 to be propelled is expanded/contracted so that the pipe 1 can be propelled in the state of having the front end opening of the pipe body 1a of the pipe 1 fully opened.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于形成管道屋顶的管道，其在地下结构被推进并埋入地下时，在地下结构之前被顺序地推进地面，并且使地下结构成为推进和埋藏，同时通过使管道前方的地面稳定来防止上地面的倒塌等。解决方案：内管1b的前端固定在刀头4上，内外表面一体地设有螺旋叶片2,3，可旋转地布置在多个构成管屋顶P的管体1a构成。内管1b的前端开口设有如伞状膨胀/收缩的活门5。所有的管道1的前端开口，除了要被夹套的管子之外，都被放置在与挡板5关闭的状态下。因此，面部地面保持稳定，只有管道1的活门5被推进膨胀/收缩，使得管1能够在管1的管体1a的前端开口完全打开的状态下被推进。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2011080316A Joining method of concrete structures 有权
标题翻译：混凝土结构的接合方法
公开(公告)号：JP2011080316A
公开(公告)日：2011-04-21
申请号：JP2009235206
申请日：2009-10-09
申请人： Chiba Yohgyoh Co Ltd , Okumura Corp , 千葉窯業株式会社 , 株式会社奥村組
发明人： YOSHIOKA KAZUE , AKABOSHI KIMIHIRO , FUKUI MASAYA , KINOSHITA SHIGEKI
IPC分类号： E03F3/04 , E02D29/00 , E02D29/02 , E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To perform joining of concrete structures even when a construction space is limited.
SOLUTION: Sleeves 11, 21 capable of storing an inner reinforcing bar 14 are coaxially embedded in joint surfaces of facing concrete blocks 1, 2, the concrete block 1 with the inner reinforcing bar 14 stored in the sleeve 11 is combined with the concrete block 2, and grout is filled in the sleeves 11, 21 after the inner reinforcing bar 14 is moved until a part thereof is inserted into the sleeve 21 of the concrete block 2. When the concrete blocks 1, 2 are vertically combined together, the inner reinforcing bar 14 is retained by a holding member 15 preliminarily introduced through a grout injection/discharge opening 13 of the sleeve 11, and the holding member 15 is cut after the concrete blocks 1, 2 are combined together to move the inner reinforcing bar 14 from the sleeve 11 of the concrete block 1 toward the sleeve 21 of the concrete block 2 by its own weight.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：即使施工空间有限，也要进行混凝土结构的接合。解决方案：能够存储内部加强筋14的套筒11,21同轴地嵌入在相对的混凝土块1,2的接合表面中，具有存储在套筒11中的内部加强杆14的混凝土块1与混凝土块2，并且在内部加强筋14移动直到其一部分被插入到混凝土块2的套筒21中之后，将套筒11,21填充到套筒11,21中。当混凝土块1,2垂直组合在一起时，内部加强筋14被预先通过套筒11的浆料注入/排出口13引入的保持构件15保持，并且在混凝土块1,2组合在一起之后切割保持构件15，以移动内侧钢筋 14从混凝土块1的套筒11通过其自身的重量朝向混凝土块2的套筒21。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2011080299A Tunnel excavating equipment 审中-公开
标题翻译：隧道掘进设备
公开(公告)号：JP2011080299A
公开(公告)日：2011-04-21
申请号：JP2009234577
申请日：2009-10-08
申请人： Okumura Corp , 株式会社奥村組
发明人： KINOSHITA SHIGEKI , AKABOSHI KIMIHIRO , FUKUI MASAYA , KATAHIRA KEIJI
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide tunnel excavating equipment which excavates a tunnel by dividing an excavation cross section into a plurality of upper and lower tiers, and which reduces the numbers of jacking jacks. SOLUTION: This tunnel excavating equipment 10 performs the excavation and jacking by dividing the excavation section into the plurality of three upper and lower tiers and arranging excavators 30, 40 and 50 on the tiers, respectively. The upper and mid excavators 30 and 40 arranged on the upper and mid tiers are jacked with respect to an equipment body 70 by extending the upper and mid excavator jacking jacks 31 and 41. The lower excavator 50 is arranged while being integrated with the equipment body 70, and jacked together with the equipment body 70 by extending the body jacking jack 74, using an existing caisson S as a reaction force. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供通过将挖掘横截面划分为多个上下层挖掘隧道的隧道挖掘设备，并且减少顶起插座的数量。解决方案：该隧道挖掘设备10通过将挖掘部分分成多个上下三层并分别在挖掘机上排列挖掘机30,40和50来执行挖掘和起吊。布置在上层和中层的上部和中部挖掘机30和40通过延伸上部和中部挖掘机起重吊杆31和41而相对于设备主体70进行打包。下部挖掘机50布置成与设备主体一体化并且通过使用现有的沉箱S作为反作用力使身体起重吊杆74延伸，并与设备主体70一起顶起来。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2007262680A Construction method for underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2007262680A
公开(公告)日：2007-10-11
申请号：JP2006085720
申请日：2006-03-27
申请人： Okumura Corp , 株式会社奥村組
发明人： KAWAI YOJI , ISHIKAWA AKIRA , AKABOSHI KIMIHIRO , ADACHI YASUHIRO
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To efficiently jack a pipe roof, which is composed of a pipe row and serves as a guide during the jacking of an underground structure, in advance of the underground structure, when the underground structure is jacked and buried into ground under a track in such a manner as to cross the track, so that an underpass can be constructed.
SOLUTION: The rear of the pipe roof 2 is supported movably forward on the front of a cutting edge 3, attached to the front edge opening of the underground structure 1. In the pipe roof 2, a plurality of pipes 2a, where a friction cut plate 5 is placed on their top surfaces, are juxtaposed. A traverse truck 7, which is arranged on the rear of the cutting edge 3, is moved to the rear section of the pipe 2a to be jacked. After that, a forward/rearward movable carriage 9, arranged on the traverse truck 7, is moved forward. Thus, a rotary drive motor 8a, installed on the forward/rearward movable carriage 9, is connected to a screw auger 4 in the pipe 2a, and the pipe 2a is jacked while the forward ground is excavated.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：在地下结构之前，为了有效地将由管排组成的管道屋顶作为地下结构顶部的引导件，当地下结构被覆盖和埋设时在轨道下方以跨越轨道的方式进入地面，使得可以构造地下通道。
解决方案：管屋顶2的后部在切割边缘3的前部可移动地支撑，附接到地下结构1的前边缘开口。在管屋顶2中，多个管2a，其中摩擦切割板5放置在它们的顶表面上并列。设置在切削刃3的后方的横动卡车7移动到管2a的后部以被夹紧。之后，设置在横动叉车7上的向前/向后运动的滑架9向前移动。因此，安装在前/后可移动滑架9上的旋转驱动马达8a连接到管2a中的螺旋推运器4，并且管道2a在挖掘前进地面时被夹紧。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2011080300A Caisson assembling equipment 有权
标题翻译： CAISSON装配设备
公开(公告)号：JP2011080300A
公开(公告)日：2011-04-21
申请号：JP2009234578
申请日：2009-10-08
申请人： Okumura Corp , 株式会社奥村組
发明人： KINOSHITA SHIGEKI , AKABOSHI KIMIHIRO , FUKUI MASAYA , KATAHIRA KEIJI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide caisson assembling equipment suitable for use in the assembly of a rectangular caisson. SOLUTION: This caisson assembling equipment 20 includes: a lifter 80 which can lift a top slab S2 to a position exceeding the height of the installation of the top slab S2 and which can hold the top slab S2 in this position; and an erector 90 which comprises a body 92 movable in a horizontal direction, a holding portion 93 holding, releasing and lifting a side wall S3, and a rotary portion 94 having the holding portion 93 at a lower end and rotating at an angle of 90° to each of right and left sides with respect to the body 92. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供适用于组装矩形沉箱的沉箱组装设备。解决方案：该沉箱组装设备20包括：升降机80，其可以将顶板S2提升到超过顶板S2的安装高度的位置，并且可将顶板S2保持在该位置; 以及竖立器90，其包括在水平方向上可移动的主体92，保持，释放和提升侧壁S3的保持部93以及具有保持部93的旋转部94，该保持部93在下端以90度的角度旋转 °左右相对于身体92.版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2011080298A Tunnel excavating equipment 有权
标题翻译：隧道掘进设备
公开(公告)号：JP2011080298A
公开(公告)日：2011-04-21
申请号：JP2009234576
申请日：2009-10-08
申请人： Okumura Corp , 株式会社奥村組
发明人： KINOSHITA SHIGEKI , AKABOSHI KIMIHIRO , FUKUI MASAYA , KATAHIRA KEIJI
IPC分类号： E21D9/087 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide tunnel excavating equipment which excavates a tunnel by dividing an excavation cross section into a plurality of upper and lower tiers, and which can perform excavation even in the case of low earth covering. SOLUTION: This tunnel excavating equipment 10 performs the excavation and jacking by dividing the excavation section into the plurality of three upper and lower tiers and arranging excavators 30, 40 and 50 on the tiers, respectively. The upper excavator 30 arranged on the upper tier is jacked with respect to an equipment body 70 by extending an upper excavator jacking jack 31. The equipment body 70 is jacked by extending a body jacking jack 74, using an existing caisson S as a reaction force. A friction cut plate 37 for covering the top surface of the equipment body 70 is fixed to the top surface of the upper excavator 30. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供通过将挖掘横截面分为多个上下层挖掘隧道的隧道挖掘设备，即使在低地覆盖的情况下也可进行挖掘。解决方案：该隧道挖掘设备10通过将挖掘部分分成多个上下三层并分别在挖掘机上排列挖掘机30,40和50来执行挖掘和起吊。布置在上层的上部挖掘机30通过使上部挖掘机起重吊杆31延伸而相对于设备主体70被夹紧。设备主体70通过使用现有的沉箱S作为反作用力来延伸身体起重吊杆74，。用于覆盖设备主体70的顶表面的摩擦切割板37固定到上部挖掘机30的顶表面。（C）2011年，JPO和INPIT

7. 发明专利

JP2004135557A Method for planting ground cover and device for planting 有权
公开(公告)号：JP2004135557A
公开(公告)日：2004-05-13
申请号：JP2002302382
申请日：2002-10-16
申请人： Okumura Corp , Tokyo Electric Power Co Inc:The , 東京電力株式会社 , 株式会社奥村組
发明人： HANDA ETSUO , TAKAMATSU SUSUMU , YUI KOICHI , AKABOSHI KIMIHIRO , WADA HIROSHI , KONISHI MASARO , SHIRAISHI HIROAKI
IPC分类号： A01G1/00 , A01C11/02
摘要： PROBLEM TO BE SOLVED: To provide a method for planting ground cover and a device for planting each reducing cost of a device for planting on a bare land for the ground cover, and improving germination rate through appropriately planting plant stumps or plant stem sections free from damages.
SOLUTION: The method for planting the ground cover and the device 1 for planting each comprises forming a greening base 16 on the bare land 15 for greening, continuously supplying stored ground cover 17 to a conveyance tube through an introduction pipe 6 which forms parallel to the conveyance tube 3 a front edge 6-2 of a given length to be inserted into the conveyance tube 3, and discharging the ground cover 17 from the front edge 10 of the conveyance tube to plant on the greening base 16 while controlling the flow rate of air current to be ventilated into the conveyance tube.
COPYRIGHT: (C)2004,JPO

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