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21. 发明专利

JP2014121946A Runaway arrester and carriage 有权
标题翻译： RU AY AY TER。。。
公开(公告)号：JP2014121946A
公开(公告)日：2014-07-03
申请号：JP2012279152
申请日：2012-12-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SUGANO KATSUHIKO , TAKIMOTO KUNIHIKO , KUMABE TAKEHIKO , HARAKO SATOSHI , SATO TATSURO , MIZOTA HISASHI , MANABE SATOSHI , TAKAYANAGI TOORU , YASUHIKO RYUICHI
IPC分类号： B60T7/12 , B60T1/14 , B60T7/00 , B61H7/00 , B61H11/04
摘要： PROBLEM TO BE SOLVED: To provide a runaway arrester which can ensure stable braking even in emergency and a carriage.SOLUTION: A runaway arrester 11, which is provided on a carriage 1 running on a rail 101, is equipped with: attackers 13, 14 which are provided to a wheel 5c of the carriage 1 and which are so displaced as to expand to a rotation diameter direction outer side by centrifugal force generated by rotation of the wheel 5c; a brake part 20 which is provided on a vehicle body 3 side of the carriage 1 and which starts braking operation for the carriage 1 when the attackers expanded to the rotation diameter direction outer side collide. The brake part 20 has brake members 25, 26 which are attached onto the vehicle body 3 side in the front or the rear of the wheel 5c. The brake members 25, 26 move and contact the rail 101 due to collision of the attackers 13, 14, and slide on the top face 101a of the rail to generate friction.
摘要翻译：要解决的问题：提供一种即使在紧急情况下也能确保稳定制动的防雷器。解决方案：设在行驶在轨道101上的滑架1上的防雷器11装备有：攻击者13,14 它们被提供给滑架1的轮5c，并且通过由轮5c的旋转产生的离心力而被移位以扩展到旋转直径方向外侧; 设置在滑架1的车体3侧并且当攻击者扩展到旋转直径方向外侧时开始滑架1的制动操作的制动部20碰撞。制动部件20具有制动部件25,26，该制动部件25,26安装在车轮5c的前方或后方的车体3侧。制动构件25,26由于攻击者13,14的碰撞而移动并接触轨道101，并在轨道的顶面101a上滑动以产生摩擦。

22. 发明专利

JP2012082618A Tunnel construction method 有权
标题翻译：隧道施工方法
公开(公告)号：JP2012082618A
公开(公告)日：2012-04-26
申请号：JP2010229922
申请日：2010-10-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KAWABATA JUNICHI , OSHIMA HIROSHI , SAKANE HIDEYUKI , KUMABE TAKEHIKO , TAKIMOTO KUNIHIKO , URA MITSUHIKO , YOSHIZAKO KAZUO
IPC分类号： E21D9/06 , B09C1/02 , B09C1/08 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a construction method capable of efficiently cleaning excavated soil in the construction of a tunnel in the VOC-containing ground.SOLUTION: The tunnel construction method of this invention uses a hermetic shield tunnel construction method and includes: a tunnel excavation process of excavating the VOC-containing ground by a hermetic shield machine 2; a hydrogen peroxide solution supply process of supplying a hydrogen peroxide solution for cleaning VOC to the front of a face 3 of the hermetic shield machine 2; and an assistant supply process of supplying an assistant that functions as a catalyst of the cleaning reaction of the hydrogen peroxide solution to the front of the face 3 of the hermetic shield machine 2.
摘要翻译：要解决的问题：提供一种能够有效地清除在含有VOC的地面中的隧道施工中的挖掘土壤的施工方法。解决方案：本发明的隧道施工方法采用密封盾构隧道施工方法，包括：通过密封盾构机2挖掘含有VOC的地面的隧道掘进工艺; 向气密屏蔽机2的表面3的前方供给用于清洗VOC的过氧化氢溶液的过氧化氢溶液供给工序; 以及辅助供给工序，供给作为过氧化氢溶液的清洗反应的催化剂的辅助剂到密封装置2的表面3的前方。版权所有（C）2012，JPO＆INPIT

23. 发明专利

JP2010242307A Segment for tunnel 有权
标题翻译：隧道分段
公开(公告)号：JP2010242307A
公开(公告)日：2010-10-28
申请号：JP2009088968
申请日：2009-04-01
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FURUICHI KOSUKE , ARAI TAKAHIRO , TAKIMOTO KUNIHIKO , SUZUKI YOSHINOBU
IPC分类号： E21D11/08 , E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a segment for a tunnel, which can prevent an increase in a repairing portion of a segment body by preventing a temperature rise to the great depth of the segment body, when the temperature of the inside of the tunnel becomes high due to fire etc.
SOLUTION: The segment for the tunnel is provided with a holding member 11 in which an inside space serving as a hole is formed. A ceramic lid member 20 is attached to the holding member 11. A space filler 23 is provided in the inside space of the holding member 11. The transfer of heat, which is associated with the convection of air in the inside space of the holding member 11, is suppressed with the space filler 23.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于隧道的段，其可以通过防止温度升高到节段主体的大深度来防止段体的修复部分的增加，当内部的温度隧道由于火等而变高。解决方案：隧道段设有保持构件11，其中形成有用作孔的内部空间。陶瓷盖构件20附接到保持构件11.在保持构件11的内部空间中设置有空隙填充物23.与保持构件的内部空间中的空气对流相关联的热传递 11，被空间填充物23抑制。版权所有（C）2011，JPO＆INPIT

24. 发明专利

JP2009114769A Water leakage part-freezing device and water stopping method of water leakage part 有权
标题翻译：水泄漏部件冷冻装置和水泄漏部分的停水方法
公开(公告)号：JP2009114769A
公开(公告)日：2009-05-28
申请号：JP2007290479
申请日：2007-11-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIDA TERU , UEMOTO KATSUHIRO , TAKIMOTO KUNIHIKO
IPC分类号： E02D3/115 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a press type simplified freezing device which can be used for stopping a small-scale water leak from the ground or a structure even when a water leakage part is not flat or even in a narrow space, is simple and lightweight, and has high cooling efficiency, and a water stopping method using the freezing device.
SOLUTION: A plurality of freezing pipes 9 are installed circumferentially around the lower end outer periphery of a pressure container 3 of the freezing device 1, and combined with the pressure container 3 by a band 15 at several points in the circumferential direction. The freezing pipes 9 are covered with a heat conductive material 17, and when a refrigerant 25 flows into a refrigerant introduction pipe 13, the refrigerant 25 flows through the inside of the freezing pipes 9 around the pressure container 3. The freezing pipes 9 are cooled by the refrigerant to cool and freeze a part to be cooled through the heat conductive material 17.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：解决的问题：为了提供即使在漏水部分不平坦或甚至在狭窄的空间中也能够用于停止地面或结构的小规模漏水的按压型简化冷冻装置，简单轻便，冷却效率高，采用冷冻装置的止水方式。解决方案：多个冷冻管9围绕冷冻装置1的压力容器3的下端外周周向安装，并通过带15在圆周方向上的几个点与压力容器3组合。冷冻管9被导热材料17覆盖，并且当制冷剂25流入制冷剂导入管13时，制冷剂25在压力容器3周围流过冷冻管9的内部。冷冻管9被冷却通过制冷剂冷却并冷冻通过导热材料17冷却的部件。版权所有（C）2009，JPO＆INPIT

25. 发明专利

JP2008303681A Excavation mechanism and excavation method 有权
标题翻译：挖掘机制与挖掘方法
公开(公告)号：JP2008303681A
公开(公告)日：2008-12-18
申请号：JP2007154004
申请日：2007-06-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ISHIMARU YUTAKA , NAGAMORI KUNIHIRO , SASAKI TETSUYA , TAKIMOTO KUNIHIKO , YOSHIKAWA TADASHI , SAKAGUCHI TAKUSHI
IPC分类号： E21D9/04 , E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide an excavation mechanism which economically executes the excavation of an underground space in a short execution period of time even if there is a limit to the construction length of a rectangular roof, and also to provide an excavation method used for the mechanism. SOLUTION: The excavation mechanism 2 comprising a main cross section excavator 15 having a protrusion 47 at the rear half part of a main body, a propelling jack 33 arranged at the rear of the main cross section excavator 15, a rectangular roof excavator 13 or the like arranged at the front of the protrusion 47 is set in a vertical pile 1, and a cover plate 25 is installed in the vicinity of the rear end 23 of the rectangular roof excavator 13. A rectangular roof 27 is set at the rear of the rectangular roof excavator 13 while advancing the rectangular roof excavator 13 independently from the main cross section excavator 15 by using a propelling jack 21 for a rectangular roof arranged in the protrusion 47. The rectangular roof 27 positioned in the protrusion 47 is recovered and removed while advancing the main cross section excavator 15 by using the propelling jack 33, and a steel shell 37 is set between the main cross section excavator 15 and the propelling jack 33. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种挖掘机构，其即使对矩形屋顶的施工长度有限制，也能够在短时间内经济地执行地下空间的挖掘，并且还提供挖掘用于该机制的方法。解决方案：挖掘机构2包括在主体的后半部具有突起47的主横截面挖掘机15，布置在主横截面挖掘机15的后部的推进千斤顶33，矩形屋顶挖掘机设置在突起47的前面的13或类似物被设置在垂直桩1中，并且在矩形屋顶挖掘机13的后端23附近安装有盖板25。矩形屋顶27设置在通过使用布置在突起47中的矩形屋顶的推进千斤顶21，使矩形屋顶挖掘机13独立于主横截面挖掘机15推进矩形屋顶挖掘机13的后部。回收定位在突起47中的矩形屋顶27，通过使用推进千斤顶33推进主横截面挖掘机15而移除，并且在主横截面挖掘机15和推进千斤顶33之间设置钢壳37.版权所有（C ）2009，JPO＆INPIT

26. 发明专利

JP2007039924A Fireproof panel 审中-公开
标题翻译： FIREPROOF面板
公开(公告)号：JP2007039924A
公开(公告)日：2007-02-15
申请号：JP2005223557
申请日：2005-08-02
申请人： Kajima Corp , Meiden Ceramics Corp , Towa Taika Kogyo Kk , 明電セラミックス株式会社 , 東和耐火工業株式会社 , 鹿島建設株式会社
发明人： SUZUKI YOSHINOBU , FURUICHI KOSUKE , HAYAKAWA YASUYUKI , TAKIMOTO KUNIHIKO , OGITA KIYOBUMI , IIDA KEN , SAKAMOTO YOSHIHIRO , TANAKA TSUTOMU , MACHIYA SATOSHI
IPC分类号： E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a fireproof panel for being mounted on the surface of a concrete structure, which prevents a panel body from being cracked due to a difference between a coefficient of thermal expansion of a panel body and that of thermal expansion of an embedded nut member, and which prevents the nut member from being damaged by dynamic wind pressure.
SOLUTION: This fireproof panel comprises the panel body 14 which is composed of an inorganic material, and the nut member 7 which is opened on the front side of the concrete structure and which is embedded in the panel body 14. The nut member 7 is formed of ceramics, and an outer shape of the nut member 7 is formed as a curved one.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于安装在混凝土结构的表面上的防火面板，其防止面板主体由于面板体的热膨胀系数与热导体的热膨胀系数之间的差异而破裂嵌入螺母构件的膨胀，并且防止螺母构件被动态风压破坏。解决方案：该防火面板包括由无机材料构成的面板体14和在混凝土结构体的前侧开口并嵌入面板主体14的螺母构件7.螺母构件 7由陶瓷形成，螺母构件7的外形形成为弯曲的形状。版权所有（C）2007，JPO＆INPIT

27. 发明专利

JP2005320794A Spacer for work and concrete structural body 有权
标题翻译：工作和混凝土结构体
公开(公告)号：JP2005320794A
公开(公告)日：2005-11-17
申请号：JP2004140601
申请日：2004-05-11
申请人： Kajima Corp , Meiden Ceramics Corp , Meidensha Corp , 明電セラミックス株式会社 , 株式会社明電舎 , 鹿島建設株式会社
发明人： HAYAKAWA YASUYUKI , TAKIMOTO KUNIHIKO , FURUICHI KOSUKE , OGITA KIYOBUMI , IIDA KEN
IPC分类号： E04C5/20
摘要： PROBLEM TO BE SOLVED: To provide a spacer for construction works and a concrete structural body capable of making safely and stably the concrete structure with good workability by making the engagement with a skeleton material such as a reinforcing bar or the like of the spacer for the work as stabilization and surely ensuring dimensions of a cover concrete.
SOLUTION: A flexible connecting member 9 passes through a spacer material 8 having a plurality of unit lengths, the rod-like spacer for the work is formed, the spacer 7 for the work is placed between a form 4 and a reinforced structural body 6, concrete is placed in the form 4, and the concrete structural body is formed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于建筑工程的间隔件和能够通过与诸如钢筋等的骨架材料的接合而能够安全稳定地具有良好可加工性的混凝土结构的混凝土结构体作为稳定的工作的间隔件，并确保确保覆盖混凝土的尺寸。解决方案：柔性连接件9穿过具有多个单元长度的间隔材料8，形成用于工件的杆状间隔件，用于工件的间隔件7被放置在一个形式4和一个加强结构之间主体6，混凝土以4形式放置，并形成混凝土结构体。版权所有（C）2006，JPO＆NCIPI

28. 发明专利

JP2005023738A Rectangular cross section shield tunnel 有权
标题翻译：矩形横截面屏蔽隧道
公开(公告)号：JP2005023738A
公开(公告)日：2005-01-27
申请号：JP2003270400
申请日：2003-07-02
申请人： Kajima Corp , 鹿島建設株式会社
发明人： HAYAKAWA YASUYUKI , TAKIMOTO KUNIHIKO , AKASAKA NAOTO , KIDA HIROMITSU
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a tunnel structure having excellent economy and capable of realizing the structure in which axial force in the peripheral direction is effective by reducing bending among cross sectional force while utilizing an advantage of a rectangular cross section shield tunnel to reduce average thickness of a member as the whole cross section.
SOLUTION: An outer peripheral face side of the rectangular cross section shield tunnel 1 has an arc shape for reducing stress concentration in only a corner part 6, and the parts other than it are straight. An inner peripheral face side is constituted by combination of a plurality of arc-shaped curves having different radius of curvature except a join part 7 of an intermediate column or an intermediate wall 5 part. Thickness of a member in the corner part 6 is large, and thickness of a member in a central part of left and right side walls 4 and an intermediate part between a top board 2 and a bottom board 3 (a central part of the left and right side walls 4 and the intermediate column or the intermediate wall 5) is small.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种具有优良经济性的隧道结构，并且能够实现通过减小横截面力之间的弯曲而在周向方向上的轴向力有效的结构，同时利用矩形横截面屏蔽隧道的优点以减小作为整个横截面的构件的平均厚度。解决方案：矩形横截面屏蔽通道1的外周面侧具有用于仅减少角部6中的应力集中的弧形，并且除此之外的部分是直的。内周面由除了中间柱或中间壁5部分的接合部分7之外具有不同曲率半径的多个弧形曲线的组合构成。角部6中的部件的厚度大，左右侧壁4的中央部分的部件厚度和顶板2与底板3之间的中间部分（左侧的中央部分右侧壁4和中间柱或中间壁5）很小。版权所有（C）2005，JPO＆NCIPI

29. 发明专利

JP2004156379A Earth retaining cut-off structure and earth retaining cut-off method 有权
公开(公告)号：JP2004156379A
公开(公告)日：2004-06-03
申请号：JP2002325013
申请日：2002-11-08
申请人： Kajima Corp , Seiken Co Ltd , 株式会社精研 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , HAYAKAWA YASUYUKI , SASAKI YUKINOBU , TAKIMOTO KUNIHIKO , YOSHIDA TERU , UEMOTO KATSUHIRO , MIYAJIMA SUMIO , FUKAISHI TAMIYUKI , IZUTA HISAO
IPC分类号： E21D9/06 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining cut-off structure and an earth retaining cut-off method capable of very safely carrying out work of a widening section by enhancing freezing force (shearing force) and freezing separation resistance force in an abutting section of an earth retaining cut-off wall of frozen soil and tunnel lining materials to prevent the collapse of the earth retaining cut-off wall and the deformation and displacement of the lining materials.
SOLUTION: Shield holes 1 and 1 are bored in parallel with each other. The earth retaining cut-off wall 2 of frozen soil is formed between the shield holes 1 and 1. Both ends 2a and 2a of the earth retaining cut-off wall 2 are respectively abutted on skin plates 3a of steel shelled segments 3 installed as the lining materials of the shield holes 1 and 1. Dowels 4 are projected to the abutting section of both ends 2a and 2a of the earth retaining cut-off wall 2 and the skin plates 3a of the steel shelled segments 3.
COPYRIGHT: (C)2004,JPO

30. 发明专利

JP2013170445A Thrust control method 有权
标题翻译：控制方法
公开(公告)号：JP2013170445A
公开(公告)日：2013-09-02
申请号：JP2012037049
申请日：2012-02-23
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKANE HIDEYUKI , TAKIMOTO KUNIHIKO , NAKATANI YUKIHIRO , TAKARADA YOSHIKAZU , TSURUTA KOICHI , KITAGAWA YUTAKA , MOROHASHI TOSHIO , NAGAMORI KUNIHIRO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a thrust control method of an excavation mechanism with which excavation can be performed while stabilizing an attitude of the excavation mechanism.SOLUTION: In an excavation mechanism 1, two main body excavators 3 are arrayed in a horizontal direction, and each excavator 3 includes a cutter 31 that reciprocates and swivels in the horizontal direction. During excavation by the excavation mechanism 1, a thrust Pof a left jack group 41a is determined by increasing/decreasing thrust correction values L, Lcorresponding to a swiveling direction of each cutter 31 from a base thrust Xof the left jack group 41a and a thrust Pof a right jack group 41b is determined by increasing/decreasing thrust correction values R, Rcorresponding to the swiveling direction of each cutter 31 from a base thrust Xof the right jack group 41b, thereby canceling a reaction moment M applied to the excavation mechanism 1 with swiveling of the cutter 31.
摘要翻译：要解决的问题：提供一种能够在稳定挖掘机构的姿态的同时进行挖掘的挖掘机构的推力控制方法。解决方案：在挖掘机构1中，两个主体挖掘机3沿水平方向排列，每个挖掘机3包括沿水平方向往复运动的切割器31。在挖掘机构1的挖掘中，左插座组41a的推力P通过根据左插座组41a的基座推力X对应于每个切割器31的旋转方向的推力校正值L，L和推力Pof 通过从右插座组41b的基座推力X对应于每个切割器31的旋转方向增加/减小推力校正值R，R来确定右插孔组41b，从而取消施加到挖掘机构1的反作用力矩M，的切割器31。

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