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31. 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。

32. 发明专利

JP2013108678A Vacuum dryer 有权
标题翻译：真空干燥机
公开(公告)号：JP2013108678A
公开(公告)日：2013-06-06
申请号：JP2011254193
申请日：2011-11-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MAMIYA TAKASHI , KITAMOTO YUKIYOSHI , YOSHIZAKO KAZUO , OZAWA KAZUYOSHI , IGARASHI HIROMASA , NISHIMURA MASAO , TAKIMOTO KUNIHIKO , SAKANE HIDEYUKI
IPC分类号： F26B5/04 , C02F1/04 , C02F11/12 , F26B21/00
摘要： PROBLEM TO BE SOLVED: To provide a vacuum dryer with a simple structure which can reduce heat energy consumption.SOLUTION: The vacuum dryer M1 includes a drying tank 1 equipped with a drying chamber 11 for accommodating articles D to be dried and an oil-type vacuum pump 2 for evacuating the drying chamber 11. The drying tank 1 and the oil-type vacuum pump 2 are connected with each other through distribution pipes 4, 5. In the distribution pipes 4, 5, a cold trap 3 is provided for condensing water vapor into water. The drying tank 1 and the cold trap 3 are each connected to a heat pump 6. The evaporated moisture of the articles D to be dried in the drying chamber 11 is conveyed to the cold trap 3 in the form of water vapor. The water vapor is condensed into water in the cold trap 3. The heat pump 6 transfers condensation heat in the cold trap 3 to the drying tank 1 to make the condensation heat available as heat of vaporization.
摘要翻译：要解决的问题：提供具有简单结构的真空干燥器，其可以降低热能消耗。解决方案：真空干燥机M1包括：干燥箱1，其配备有用于容纳要干燥的物品D的干燥室11和用于抽空干燥室11的油型真空泵2.干燥箱1和油 - 型真空泵2通过分配管4,5彼此连接。在分配管4,5中，设置有将水蒸汽冷凝成水的冷阱3。干燥箱1和冷阱3各自连接到热泵6.待干燥的物品D在干燥室11中蒸发的水分以水蒸气的形式被输送到冷阱3。水蒸汽在冷阱3中冷凝成水。热泵6将冷阱3中的冷凝热量转移到干燥箱1，使冷凝热作为蒸发热量。版权所有（C）2013，JPO＆INPIT

33. 发明专利

JP2010229786A Segment for tunnel 有权
标题翻译：隧道分段
公开(公告)号：JP2010229786A
公开(公告)日：2010-10-14
申请号：JP2009081430
申请日：2009-03-30
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： E21D11/00 , E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment for a tunnel capable of preventing a cover member from being loosened or fallen off from a holding hole or a grout filling hole even if a large vibration acts on the segment. SOLUTION: A grout filling port 12 is provided to the tunnel inner surface side of the grout filling hole formed in the segment for a tunnel. After grout is filled, a cover member 20 is attached to the grout filling port 12. A female screw part 13 is formed at the grout filling port 12, and a male screw part 21 screwed into the female screw part 13 is provided to the cover member 20. Also, a resin layer 24 serving as a vibration absorbing member is formed on the threads 23 of the male screw part 21. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够防止盖构件从保持孔或灌浆填充孔松动或脱落的隧道的区段，即使在段上施加大的振动。解决方案：将灌浆口12设置在形成在隧道段中的灌浆孔的隧道内表面侧。灌浆后，将盖部件20安装在灌浆口12上。在灌浆口12形成阴螺纹部分13，螺纹连接到阴螺纹部分13的外螺纹部分21设置在盖另外，在阳螺纹部21的螺纹23上形成有作为吸振部件的树脂层24.（C）2011，JPO＆INPIT

34. 发明专利

JP2008133595A Safety evaluation system and safety evaluation method for underground structure 有权
标题翻译：用于地下结构的安全评估系统和安全评估方法
公开(公告)号：JP2008133595A
公开(公告)日：2008-06-12
申请号：JP2006318415
申请日：2006-11-27
申请人： Kajima Corp , Tokyo Institute Of Technology , 国立大学法人東京工業大学 , 鹿島建設株式会社
发明人： HORI MUNEAKI , ICHIMURA TSUTOMU , DAIHO NAOTO , OKIMI YOSHIHIDE , KATSUKAWA FUJITA , YOSHIZAKO KAZUO , ITAMI HIROTO , YAMADA TAKEMINE , TAKIMOTO KUNIHIKO , IGARASHI HIROMASA
IPC分类号： E21D9/00 , G06F17/50 , G06T17/05
摘要： PROBLEM TO BE SOLVED: To evaluate safety of underground structure and to design and construct the structure rationally by three-dimensional analysis by preparing a three-dimensional model based on GIS data related to the ground, results of boring test, CAD data related to the structure.
SOLUTION: When constructing the large-scale underground structure in a target area, the ground data related to the ground and the structure data on a tunnel and a shaft are obtained as the three-dimensional data, and analysis on the whole is first performed. Then, if the results of the analysis on the whole do not satisfy the standards for safety and costs, local parts being doubtful about the standards for them are analyzed in detail. If the results of the analysis on the whole or the analysis in detail satisfy the standards for them, basic design of the structure is completed. The ground data used for the analysis on the whole and the analysis in detail are used for analysis by converting the results of boring test and the GIS data to be used for the analysis into the data usable for analysis by the three-dimensional model by translation software. For the structure data, the CAD data are converted by using the translation software for analysis.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了评估地下结构的安全性，并通过三维分析合理设计和构建结构，通过基于与地面相关的GIS数据，镗孔试验结果，CAD数据的三维模型与结构有关。解决方案：在目标区域建设大型地下结构时，获得与地面相关的地面数据和隧道和轴上的结构数据作为三维数据，整体分析第一次执行。那么，如果整体分析结果不符合安全标准和成本标准，那么就对其中的标准进行详细的分析。如果整体分析结果或详细分析符合标准，结构基本设计完成。用于整体分析的地面数据和详细分析用于分析，将镗孔试验的结果和用于分析的GIS数据转换为可用于通过翻译的三维模型分析的数据软件。对于结构数据，使用翻译软件转换CAD数据进行分析。版权所有（C）2008，JPO＆INPIT

35. 发明专利

JP2008081990A Shield tunnel construction method 有权
标题翻译：盾构隧道施工方法
公开(公告)号：JP2008081990A
公开(公告)日：2008-04-10
申请号：JP2006261852
申请日：2006-09-27
申请人： Dc Co Ltd , Kajima Corp , 株式会社デイ・シイ , 鹿島建設株式会社
发明人： YANAI SHUJI , ARAI TAKAHIRO , SUDA NOBUHIRO , MATSUBARA KOMEI , TAKIMOTO KUNIHIKO , YOSHIDA EISHIN , HIROSHIMA AKIO , FUTADO NOBUKAZU , TAKAHASHI SHOICHI
IPC分类号： E21D11/04 , B28B23/08
摘要： PROBLEM TO BE SOLVED: To provide a technology for pouring a grout material applicable to a construction method for a shield tunnel of a middle bore class or a large bore class with bore exceeding, for example, 3 meters and capable of preventing the occurrence of a flow ahead phenomenon.
SOLUTION: In this shield tunnel construction method for introducing prestress in the circumferential direction of the tunnel by inserting a PC steel material into a sheath after assembling concrete segments by one ring and fixing it tensely, a hydraulic grout having a flow of 60 mm or larger and smaller than 100 mm at a non-vibration time in a JASS flow test (ϕ50×h50 mm), having a property for making the measurement of a flow-down time impossible in a JP funnel test (being blocked), and having a compressive strength of 30 N/mm
2 or larger as a material having an age of 7 days is used as the grout material when filling a cavity at the sheath with the grout material.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于浇注适用于具有超过例如3米的孔的中孔或大孔等级的盾构通道的施工方法的灌浆材料的技术，并且能够防止发生流向现象。
解决方案：在这种用于在隧道圆周方向上引入预应力的盾构隧道施工方法中，通过一个环组装混凝土段并将其紧固固定后，将PC钢材料插入护套中，将流量为60 在JASS流量试验（φ50×h50mm）中的非振动时间为10mm以上且小于100mm，具有在JP漏斗试验（阻止）中不能进行流通时间的测定的性质，并且当使用灌浆材料在护套上填充空腔时，将具有年龄为7天的材料的抗压强度为30N / mm 2 / SP以上的材料用作灌浆材料。版权所有（C）2008，JPO＆INPIT

36. 发明专利

JP2007247213A Tunnel boring machine 审中-公开
标题翻译：隧道镗床
公开(公告)号：JP2007247213A
公开(公告)日：2007-09-27
申请号：JP2006070367
申请日：2006-03-15
申请人： Kajima Corp , Kawasaki Heavy Ind Ltd , Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , 三菱重工地中建機株式会社 , 川崎重工業株式会社 , 鹿島建設株式会社
发明人： AZUMA TAKASHI , SUGIYAMA MASAHIKO , FURUI MICHIO , NAGAMORI KUNIHIRO , SHIRAI SHUNSUKE , KAMIO MASAHIRO , TAKIMOTO KUNIHIKO , IGARASHI HIROMASA , UCHIDA HIROSHIGE , IWATA HIROKICHI , SAKAI YOSHIO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a tunnel boring machine capable of easily boring a wide tunnel by preventing a natural ground from collapsing.
SOLUTION: A forward ground is so excavated that the cross section of the width thereof to be excavated is increased by projecting a copy cutter 3 from the outer peripheral part of a cutter head 2 to the outside and recessing it and swinging the cutter head 2 in the width increasing direction while drivingly rotating the cutter head 2 attached to the front of a skin plate 1. A movable body part 10 is so projected in the width increasing direction that sediment excavated according to the increased width amount can be taken into a chamber 9. A hood 11 is projected in the width increasing direction according to the increased width amount.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过防止自然地面塌陷而容易地钻孔宽隧道的隧道掘进机。解决方案：通过将复制切割器3从切割头2的外周部分突出到外部并使其切割并摆动，从而增加了要挖出的宽度的横截面，头部2在宽度增加方向上，同时驱动旋转附接到皮肤板1的前部的切割头2.可移动体部分10以宽度增加方向突出，从而可以将根据增加的宽度量挖掘出的沉积物腔室9.根据增加的宽度量，罩子11沿宽度增加方向突出。版权所有（C）2007，JPO＆INPIT

37. 发明专利

JP2007247210A Construction method for variable cross section of tunnel, and tunnel boring machine for use in it 有权
标题翻译：隧道可变交叉段施工方法及隧道掘进机
公开(公告)号：JP2007247210A
公开(公告)日：2007-09-27
申请号：JP2006070364
申请日：2006-03-15
申请人： Kajima Corp , Kawasaki Heavy Ind Ltd , Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , 三菱重工地中建機株式会社 , 川崎重工業株式会社 , 鹿島建設株式会社
发明人： AZUMA TAKASHI , SUGIYAMA MASAHIKO , FURUI MICHIO , NAGAMORI KUNIHIRO , SHIRAI SHUNSUKE , KAMIO MASAHIRO , TAKIMOTO KUNIHIKO , IGARASHI HIROMASA , UCHIDA HIROSHIGE , IWATA HIROKICHI , SAKAI YOSHIO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To enable an easy change such as the width reduction of a part of a cross section of a tunnel.
SOLUTION: This construction method comprises: a step of assembling a D-type bulkhead segment S3 in such a manner that the bulkhead segment S3 continues into an existing circular segment S1; a step of installing impervious bulkhead units 2 and 3 in such a manner that the bulkhead units 2 and 3 continue into the bulkhead segment S3; a step of mounting tail sealing devices 8, 12 and 13 to the side of a back end of a boring machine body; a step of assembling a D-type segment S2 in the impervious bulkhead unit; a step of connecting the impervious bulkhead unit to the boring machine body; a step of sequentially assembling the D-type segment S2; a step of disconnecting the impervious bulkhead unit from the boring machine body, while connecting the impervious bulkhead unit to the final D-type segment 2 when the boring machine body reaches a final position where the width of the cross section of the tunnel is reduced; a step of assembling the circular segment S1 in such a manner that the circular segment S1 continues into the impervious bulkhead unit and the final D-type segment S2; and a step of connecting the circular segment S1 to the impervious bulkhead unit and the final D-type segment S2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了实现容易的改变，例如隧道的横截面的一部分的宽度减小。解决方案：该构造方法包括：以隔板段S3继续成为现有的圆形段S1的方式组装D型隔板段S3的步骤; 安装不透水舱壁单元2和3的步骤，使舱壁单元2和3继续进入舱壁段S3; 将尾部密封装置8,12,13安装到镗孔机体的后端侧的步骤; 在不透水隔板单元中组装D型段S2的步骤; 将不透水隔板单元连接到镗床主体的步骤; 顺序组装D型段S2的步骤; 当镗孔机体到达隧道横截面的宽度减小的最终位置时，将不透水隔板单元与镗床主体断开的步骤，同时将不透水舱壁单元连接到最终D型段2; 以圆形段S1连续进入不透水舱壁单元和最终D型段S2的方式组装圆形段S1的步骤; 以及将圆形段S1连接到不可渗透舱壁单元和最终D型段S2的步骤。版权所有（C）2007，JPO＆INPIT

38. 发明专利

JP2007039923A Fireproof panel 有权
标题翻译： FIREPROOF面板
公开(公告)号：JP2007039923A
公开(公告)日：2007-02-15
申请号：JP2005223556
申请日：2005-08-02
申请人： Kajima Corp , Meiden Ceramics Corp , 明電セラミックス株式会社 , 鹿島建設株式会社
发明人： SUZUKI YOSHINOBU , FURUICHI KOSUKE , HAYAKAWA YASUYUKI , TAKIMOTO KUNIHIKO , OGITA KIYOBUMI , IIDA KEN
IPC分类号： E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To prevent a panel body from being cracked due to a difference between the coefficient of thermal expansion of the panel body and that of thermal expansion of an embedded nut member; to prevent the nut member from being damaged by dynamic wind pressure; and to impart a stain-resisting function and a visual guidance function to a fireproof panel.
SOLUTION: The nut member 7 to be embedded in the panel body 16 composed of an inorganic material is formed of a ceramic, and the outer shape of the nut member 7 is formed as a curved one. Additionally, a porcelain-enameled layer 12d is provided on the surface, on the other side of the opened surface of the embedded nut member 7, of the panel body 16.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了防止由于面板体的热膨胀系数与嵌入螺母构件的热膨胀之间的差异而使面板体发生裂纹; 以防止螺母构件被动态风压损坏; 并向防火面板赋予防污功能和视觉引导功能。解决方案：嵌入由无机材料构成的面板体16中的螺母构件7由陶瓷形成，螺母构件7的外形形成为弯曲的。另外，在镶嵌螺母7的开放面的另一侧的表面上，设置有瓷釉层12d，面板主体16。（C）2007，JPO＆INPIT

39. 发明专利

JP2003160967A COMPOSITE RIGID STRUCTURE CONNECTED BY FLEXIBLE JOINT 审中-公开
公开(公告)号：JP2003160967A
公开(公告)日：2003-06-06
申请号：JP2001359064
申请日：2001-11-26
申请人： KAJIMA CORP , MEIDENSHA ELECTRIC MFG CO LTD , MEIDEN CERAMICS CORP
发明人： FURUICHI KOSUKE , HAYAKAWA YASUYUKI , TAKIMOTO KUNIHIKO , OGITA KIYOBUMI , IIDA KEN
IPC分类号： E21D11/04 , E03F3/04 , F16L59/00
摘要： PROBLEM TO BE SOLVED: To overcome a problem such that electrolytic corrosion is caused by the generation of a potential difference during the passage of an electric current, because a part of contact between different metals appears at the constitution of a composite rigid structure of concrete, which is to be buried in ground, etc. SOLUTION: When the rigid structures are connected together by flexible joints so that the composite rigid structure can be formed, anchor members, which are composed of ceramics, are pre-embedded in connection parts among the rigid structures, so that a fixing bolt and the concrete can be prevented from coming into contact with each other at the connection of the rigid structures. COPYRIGHT: (C)2003,JPO

40. 发明专利

JP2002242369A REINFORCEMENT ANCHORAGE DEVICE, METHOD FOR PRODUCING THE SAME, AND CONCRETE STRUCTURE 失效
公开(公告)号：JP2002242369A
公开(公告)日：2002-08-28
申请号：JP2001045911
申请日：2001-02-22
申请人： KAJIMA CORP , MEIDENSHA ELECTRIC MFG CO LTD , MEIDEN CERAMICS CORP
发明人： FURUICHI KOSUKE , HAYAKAWA YASUYUKI , TAKIMOTO KUNIHIKO , OGITA KIYOBUMI , IIDA KEN , TSUGE NAOHITO
IPC分类号： E04C5/20 , B28B23/02 , C04B35/00
摘要： PROBLEM TO BE SOLVED: To eliminate a problem of parallel spread of corrosion to a plurality of reinforcements embedded in concrete when a single reinforcement is started to corrode due to infiltration of water because of mutual engagement of the reinforcements. SOLUTION: For the purpose of improving the corrosion resistance of the reinforcements, an anchorage device formed of a sintered ceramic is arranged on one side of a joint portion at which the reinforcements are connected together. Further, a fibrous material is added to the sintered ceramic, and therefore the strength of the anchorage device is enhanced.

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