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1. 发明专利

JP2006038681A Displacement measuring device 有权
标题翻译：位移测量装置
公开(公告)号：JP2006038681A
公开(公告)日：2006-02-09
申请号：JP2004220175
申请日：2004-07-28
申请人： Ci Tec Kk , Taisei Corp , Tokyo Electric Power Co Inc:The , シーアイテック株式会社 , 大成建設株式会社 , 東京電力株式会社
发明人： ITO KEN , TAKAMIZAWA KAZUO , OGASAWARA KUNIHIRO , OKUBO HIDEYA , SUGA NAOYOSHI , EBIHARA TORU , MINEGISHI SATORU , TAKEUCHI TOMOAKI , NAKAI HIDENOBU , TAKAHASHI AKIRA
IPC分类号： G01C15/00 , E21D11/00 , E21F17/00 , G01C7/06
摘要： PROBLEM TO BE SOLVED: To provide a displacement measuring device capable of measuring displacement of an internal space of a structure having a circular section accurately at a desired point of time.
SOLUTION: This displacement measuring device 1 for measuring displacement at each of three or more measuring points installed on the inner wall in the same circular section in the structure having the internal space having a circular sectional shape, is equipped with a distance variation measuring device 20 for measuring the distance variation between each adjacent measuring point before and after displacement, an angle variation measuring device 30 for measuring the angle variation of the inner wall at each adjacent measuring point before and after displacement, and a position coordinate calculation means 14 for calculating the position coordinate of each measuring point after displacement from each data on the distance and the angle between each adjacent measuring point before displacement, and on the distance variation and the angle variation of the inner wall between each adjacent measuring point.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种位移测量装置，其能够在期望的时间点精确地测量具有圆形截面的结构的内部空间的位移。解决方案：用于测量安装在具有圆形截面形状的内部空间的结构中的同一圆形部分的内壁上的三个或更多个测量点的位移的位移测量装置1配备有距离变化用于测量位移之前和之后的每个相邻测量点之间的距离变化的测量装置20，用于测量位移之前和之后的每个相邻测量点处的内壁的角度变化的角度变化测量装置30和位置坐标计算装置14 用于计算位移后的每个测量点在距离上的每个数据的位置坐标和位移之前的每个相邻测量点之间的角度以及每个相邻测量点之间的内壁的距离变化和角度变化。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2006193939A Permeable lining member for water collection tunnel, and construction method for water collection tunnel 有权
标题翻译：水收集隧道渗透性内件及水收集隧道施工方法
公开(公告)号：JP2006193939A
公开(公告)日：2006-07-27
申请号：JP2005005088
申请日：2005-01-12
申请人： Taisei Corp , Tokyo Electric Power Co Inc:The , 大成建設株式会社 , 東京電力株式会社
发明人： TAKAMIZAWA KAZUO , OGASAWARA KUNIHIRO , KOBAYASHI JUNJI , TSURUTA SHIGERU
IPC分类号： E03B3/06 , E03B3/14 , E03B3/18 , E21D9/06 , E21D11/08
CPC分类号： Y02A20/118 , Y02A20/119
摘要： PROBLEM TO BE SOLVED: To provide a permeable lining member for a water collection tunnel capable of preventing clogging by soil from occurring in a permeable part during construction.
SOLUTION: This permeable lining member as a permeable segment 11 forming the outer shell of the water collection tunnel 10 for taking in underwater 9 from an outer peripheral surface side comprises a porous permeable part 16 exposed to the outer peripheral surface side. A biodegradable or water soluble filler 18 is filled in the holes in the permeable part 16. The permeable segment 11 is manufactured by drying after impregnating the liquefied filler 18 into the permeable part 16.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于在施工期间能够防止土壤在可渗透部分中发生堵塞的集水隧道的可渗透衬里构件。解决方案：作为形成用于从外周面侧吸入水下的集水隧道10的外壳的作为可渗透段11的可渗透衬里构件包括暴露于外周面侧的多孔渗透部16。在可渗透部分16的孔中填充可生物降解的或水溶性的填料18.可渗透段11通过在将液化的填料18浸渍到可渗透部分16中之后通过干燥来制造。（C）2006年，JPO＆NCIPI

3. 发明专利

JP2005273445A Segment piece measuring instrument and shield information management system 有权
标题翻译：分段测量仪器和屏蔽信息管理系统
公开(公告)号：JP2005273445A
公开(公告)日：2005-10-06
申请号：JP2004361501
申请日：2004-12-14
申请人： Sakata Denki , Taisei Corp , Tokyo Electric Power Co Inc:The , Tokyo Electric Power Services Co Ltd , 坂田電機株式会社 , 大成建設株式会社 , 東京電力株式会社 , 東電設計株式会社
发明人： ARAYA YOSHITAKA , GOTO TOMOHIDE , TAKEUCHI TOMOAKI , NAKAI HIDENOBU , TAKAHASHI AKIRA , TAKAMIZAWA KAZUO , OKUBO HIDEYA , ITO KEN
IPC分类号： E21D9/06 , E21D11/04 , G08C17/00 , G08C19/00
摘要： PROBLEM TO BE SOLVED: To provide a measuring instrument capable of recording the consistent stress history of a segment piece from the manufacture of the segment piece until the service period of a tunnel. SOLUTION: The measuring instrument comprises the segment piece used in a segment lining method in a shield tunneling method, at least one sensor for measuring stress applied to the segment piece, and a data logger connected to the sensor to record the measured values of the sensor. When manufacturing the segment piece, the sensor and data logger are installed beforehand on the surface of the segment piece or embedded inside the segment piece to automatically and continuously measure the stress applied to the segment piece from the manufacture of the segment throughout the service period of the tunnel. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种测量仪器，其能够记录从片段的制造到隧道的使用期间的片段的一致的应力历史。
解决方案：测量仪器包括以盾构隧道法中的段衬法方法使用的段片，用于测量施加到片段的应力的至少一个传感器，以及连接到传感器以记录测量值的数据记录器的传感器。在生产片段时，传感器和数据记录器预先安装在片段的表面上或嵌入在片段内，以自动并连续地测量在片段的制造过程中施加到片段的应力在整个服务期间隧道。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2011256538A Connection method of case body 有权
标题翻译：案例体系连接方法
公开(公告)号：JP2011256538A
公开(公告)日：2011-12-22
申请号：JP2010129594
申请日：2010-06-07
申请人： Seiwa Renewal Works Co Ltd , Taisei Corp , 大成建設株式会社 , 成和リニューアルワークス株式会社
发明人： TAKAMIZAWA KAZUO , HIRACHI MASANORI
IPC分类号： E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a connection method of a case body that provides excellent cut-off performance and that is capable of being implemented easily and safely.SOLUTION: A connection method of a case body is that when a following case body 1B is propelled along a preceding case body 1A which is propelled in advance of the ground, a projecting part 3 projected from countering side faces of the following case body is inserted into a groove part 2 extended to a propelling direction of a side face 11 of the preceding case body. The connection method includes: a step of charging bentonite 4 that can be flowed by a pressurizing force of the projecting part into the groove part of the preceding case body and covering an opening of the side face of the groove part with a stiff kneaded clay that can be flowed by a pressurizing force of the projecting part; a step of propelling the preceding case body to the ground; and a step of propelling the following case body along the preceding case body with the projecting part inserted into the groove part.
摘要翻译：要解决的问题：提供一种提供良好的截止性能并且能够容易且安全地实现的壳体的连接方法。解决方案：壳体的连接方法是当沿着前面的壳体1A被推进的下一个壳体1B被推进时，其从后面的壳体的相对侧面突出的突出部分3 主体被插入延伸到前一个壳体的侧面11的推进方向的槽部2中。连接方法包括：将膨胀部分的加压力的膨润土4装入前一壳体的槽部并用刚性混炼的粘土覆盖槽部的侧面的开口的步骤，可以通过突出部的加压力流动; 将上述案件的身体推向地面的步骤; 以及沿着前述壳体推进下一个壳体的步骤，其中突出部分插入槽部。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2008240269A Bit switching device and cutting method 有权
标题翻译：位切换装置和切割方法
公开(公告)号：JP2008240269A
公开(公告)日：2008-10-09
申请号：JP2007079039
申请日：2007-03-26
申请人： Ihi Corp , Taisei Corp , 大成建設株式会社 , 株式会社Ihi
发明人： NAKANE TAKASHI , NAKAJIMA YOSHITO , MORITA TAIJI , TAKAMIZAWA KAZUO
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To enable the cutting of an hindrance by a simple constitution even if the hindrance appears in the ground ahead of a tunnel boring machine. SOLUTION: A cutter head 4, which is provided in the tunnel boring machine 1 so as to be rotatively driven, is provided with a natural-ground cutting bit 6a for cutting natural ground, and a hindrance cutting bit 6b for cutting the hindrance existing in the ground. The cutter head 4 is also provided with a switching mechanism for exposing either the natural-ground cutting bit 6a or the hindrance cutting bit 6b on the side of a cutting face, and for housing the other one in the cutter head 4. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：即使在隧道掘进机前面的地面出现障碍物，也可以通过简单的构造来切断障碍物。解决方案：设置在隧道掘进机1中以便可旋转地驱动的切割头4设置有用于切割自然地面的自然切割钻头6a和用于切割天然地面的障碍切割钻头6b 存在于地面的障碍。刀头4还设置有切割机构，用于暴露切割面侧面的自然切削钻头6a或障碍切割钻头6b，并将另一个夹在切割头4中。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2007277889A Forepoling device for underground structure, and forepoling method 有权
标题翻译：用于地下结构的成形装置和成形方法
公开(公告)号：JP2007277889A
公开(公告)日：2007-10-25
申请号：JP2006104364
申请日：2006-04-05
申请人： Ihi Corp , Taisei Corp , 大成建設株式会社 , 株式会社Ihi
发明人： TAKAMIZAWA KAZUO , NAKANE TAKASHI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a forepoling device which can easily insert a forepoling member without causing upsizing of the same, and can improve the direction control ability of the forepoling member, and to provide a forepoling method.
SOLUTION: The forepoling device for an underground structure has the forepoling member 4 to be inserted into the natural ground 2 where construction of the underground structure is scheduled, when the underground structure is constructed, and bears an upper load by the forepoling member 4. To cut the natural ground 2, a wire saw 5 is extended from behind to engage with a front edge of the forepoling member 4, and a pressing means 6 for pressing the forepoling member 4 frontward is arranged behind the same, followed by providing a wire saw driving means 7 for driving the wire saw 5.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够容易地插入前端部件而不引起其大尺寸的前推装置，并且可以提高前端部件的方向控制能力，并提供前推方法。解决方案：地下结构的前推装置具有将前置部件4插入到自然地面2中，在地下结构的构造中，当构造地下结构时，前挂件为了切割天然地面2，线锯5从后面延伸以与前推件4的前边缘接合，并且在其后面布置有用于向前推压前推件4的按压装置6，随后提供用于驱动线锯5的线锯驱动装置7.版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2007100408A Split structure of excavator and pull back method for excavator 有权
标题翻译：挖掘机的分体结构和挖掘机的推拉方法
公开(公告)号：JP2007100408A
公开(公告)日：2007-04-19
申请号：JP2005292410
申请日：2005-10-05
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , TAKAMIZAWA KAZUO , NAKAMURA TAKAYOSHI , MURAKAMI YASUNARI , SHIGEMITSU TATSU , KADOTA KATSUMI , HIDA KAZUYUKI , ASAI YUICHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a split structure of an excavator enabling easy recycling of the excavator by pulling back the entire part of the excavator to a start position by effectively using a constructed pit and a method of pulling back the excavator.
SOLUTION: The excavator 1 is detachably divided in the longitudinal direction so that its longitudinal dimensions D1, D2 becomes smaller than the internal width dimension of the constructed tunnel pit, and also detachably divided in the vertical direction 2a, 4a, 10b, 30b, 42b so that its vertical dimension H becomes smaller than the internal vertical dimension of the constructed pit.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种挖掘机的分割结构，其能够通过有效地利用构造的凹坑和拉回挖掘机的方法将挖掘机的整个部分拉回到起始位置，从而能够容易地再循环挖掘机。解决方案：挖掘机1沿长度方向可拆卸地分开，使得其纵向尺寸D1，D2变得小于构造的隧道坑的内部宽度尺寸，并且也可沿垂直方向2a，4a，10b， 30b，42b，使得其垂直尺寸H变得小于构造的凹坑的内部垂直尺寸。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2007100316A Shield machine 审中-公开
标题翻译：屏蔽机
公开(公告)号：JP2007100316A
公开(公告)日：2007-04-19
申请号：JP2005287967
申请日：2005-09-30
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： TAKAMIZAWA KAZUO , SONOMURA SHUNICHI , HIROTOMI SATOSHI , NAKANE TAKASHI
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a shield machine capable of enlarging width of a tunnel by a simple mechanism and being miniaturized. SOLUTION: This shield machine is provided with a skin plate 2 forming an outer shell like a cylindrical body, a central cutter 4 positioned on a working face side of the skin plate 2 and provided so as to be rotated and driven freely, an outer peripheral cutter 5 in which respective terminal parts are pivotally supported by dividing along the peripheral direction and a tip part is provided by extending into a front end part of the skin plate 2 in an outer peripheral part of the central cutter 4, and an outer peripheral cutter diameter enlarging means 6 for enlarging diameter of the outer peripheral cutter 5 by spreading and moving the tip part outward in the radial direction around its pivotally supporting shaft. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过简单的机构扩大隧道宽度并小型化的盾构机。解决方案：该屏蔽机器设置有形成外壳的外壳2，如圆筒体，中心刀具4，其定位在外壳板2的工作面侧，并且设置成可自由旋转和驱动，外周切割器5，其中各个端子部分沿着周向方向分开地可枢转地支撑，并且尖端部分设置成在中心切割器4的外周部分延伸到外壳板2的前端部分，并且外周刀具直径扩大装置6，用于通过使末端部分沿着径向向外延伸并绕其枢轴支撑轴移动来扩大外周刀具5的直径。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2007063756A Rectangular shield machine 审中-公开
标题翻译：矩形屏蔽机
公开(公告)号：JP2007063756A
公开(公告)日：2007-03-15
申请号：JP2005247441
申请日：2005-08-29
申请人： Taisei Corp , 大成建設株式会社
发明人： KANEKO KENICHI , TAKAMIZAWA KAZUO , YAMADA NORIYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a rectangular shield machine which is equipped with an oscillating cutter, and can enhance the effect of agitating excavated soil taken into a chamber.
SOLUTION: The two oscillating cutters 3 and 3 which constitute the shield machine 1 with a rectangular cross section are constituted in such a manner as to be synchronously oscillated in opposite directions. Each of the oscillating cutters 3 and 3 comprise an upper part which is positioned above the center shaft of oscillation, and a lower part which is positioned below it. Long plate-like agitating members 7 and 7 are attached to side surfaces, facing the chamber 5, of the upper and lower parts, respectively. The agitating member 7 is attached in a state of protruding from the side surface in an attitude in which its longitudinal direction is arranged in the direction of the elongation of the upper or lower part. The agitating member 7 can be not only fixed but also rotatably attached to a cutter spoke of the oscillating cutter.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种配备有摆动切割机的矩形屏蔽机，并且可以增强搅拌被挖掘的土壤进入腔室的效果。解决方案：构成具有矩形截面的屏蔽机1的两个振动切割器3和3以相反方向同步摆动的方式构成。每个摆动切割器3和3包括位于振动中心轴上方的上部和位于其下方的下部。长板状搅拌构件7和7分别附接到上部和下部的面向腔室5的侧表面。搅拌构件7以从纵向方向沿着上部或下部的伸长方向排列的姿势从侧面突出的状态被安装。搅拌构件7不仅可以固定，而且可旋转地附接到摆动切割器的刀具轮辐上。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2006249749A Tunneling machine and construction method of underground structure 有权
标题翻译：隧道掘进机及地下结构施工方法
公开(公告)号：JP2006249749A
公开(公告)日：2006-09-21
申请号：JP2005066613
申请日：2005-03-10
申请人： Taisei Corp , 大成建設株式会社
发明人： TOKIDA KAZUYA , TAKAMIZAWA KAZUO
IPC分类号： E21D9/087 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To propose a tunneling machine composed of a simple facility, capable of excavating without being limited by a natural ground state and capable of carrying out of a starting shaft without disassembling; and a construction method of an underground structure using this tunneling machine. SOLUTION: This tunneling machine 10 is composed of a body part 11 having an outer diameter smaller than an inner diameter of a segment 20, and a cutter head 12 arranged on the tip of the boring advancing side of the body part 11 and having a pair of cutters 12a and 12b slidably arranged in the diametral direction of a tunnel 1; and is constituted so that a width of the cutter head 12 in excavation is set to an outer diameter or more of the segment 20, and a width of the cutter head 12 in nonexcavation, is set to the inner diameter or less of the segment 20. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提出一种由简单的设备组成的隧道掘进机，能够在不受自然基础状态限制的情况下进行挖掘，并能够在不拆卸的情况下执行起动轴; 以及使用该隧道机的地下结构的施工方法。解决方案：该隧道掘进机10由外径小于节段20的内径的主体部分11和布置在主体部分11的钻孔前进侧的顶端上的切割头12组成，具有可沿隧道1的径向可滑动地布置的一对刀具12a和12b; 并且构成为将挖掘时的刀头12的宽度设定为节段20的外径或更多，并且将切割头12的宽度不进行设定为节段20的内径或更小（C）2006年，JPO＆NCIPI

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